addendum number one stadium # 4 - keenan ... and softball fields for activities throughout the...

STADIUM # 4 – KEENAN HIGH SCHOOL (PHASE 2) ADDENDUM NUMBER ONE

ADDENDUM NUMBER ONE

for

STADIUM # 4 - KEENAN HIGH SCHOOL (PHASE 2) Solicitation 2017- 0174

RICHLAND COUNTY SCHOOL DISTRICT ONE COLUMBIA, SOUTH CAROLINA

PREPARED BY:

Jumper Carter Sease Architects 412 Meeting Street

West Columbia, SC 29169

And

Cumming Construction Management, Inc. 720 Lady Street

Columbia, South Carolina 29201

DATE OF ISSUE: August 10, 2017

TO: ALL BIDDERS OF RECORD

This addendum modifies the Contract Documents only in the manner and to the extent stated herein and shown on any accompanying drawings and will become a part of the Contract Documents. Except as specified or otherwise indicated by this addendum, all work shall be in accordance with the basic requirements of the Contract Documents.

BIDDER SHALL ACKNOWLEDGE RECEIPT OF ADDENDUM IN THE SPACE PROVIDED ON THE BID FORM. FAILURE TO DO SO MAY CONSTITUTE AN INFORMALITY IN THE BID.

This addendum consists of 4 pages and the following attachments:

Pre-Bid Conference Meeting Agenda and Sign-in List, dated August 2, 2017 Specification Section: 01 40 01 Chapter 1 Inspections and Chapter 17 Special Inspections Specification Section: 31 31 16 Termite Control Architectural Drawings: AD1.1, AD1.2 Electrical items (4 sheets included in this addendum, E003.1, E601.1, E602.1, E602.2)

I. CHANGES TO BIDDING REQUIREMENTS

Item No. Description

1. None at this time.


II. GENERAL CLARIFICATIONS:

Item No. Description 1. Tap and Meter Fees: The Owner will pay for any applicable sewer or water tap fees and

sewer impact fees. The CONTRACTOR will pay for any water meter fees.

2. Liquidated Damages: Refer to Bid Form for indication of applicable Liquidated Damages.

3. Phase 1 Silt Fence: Silt fence for Phase 1 was previously installed and maintained by

the Phase 1 Contractor for the duration of their work. Upon award of the Phase 2 contract (this bid package), the Phase 2 Contractor shall assume all responsibility for installation and maintenance of all required sediment and erosion control measures as indicated on the Civil Plans. This includes maintenance of any existing elements which may be re-used in its current location or the removal and disposal of elements no longer required to meet the requirements as indicated in the plans.

4. CAD Files: CAD files are available through the architect’s office upon request and

signature of release form and applicable usage fee. Contact Janet Lehman at 803-791-1020.

II. CHANGES TO DIVISION ONE SPECIFICATIONS:

1. Section 01 10 00 Summary: ADD paragraphs 1.3.C.3 d and e:

“d. NOTE: The Owner will require access to the adjacent football practice field and the baseball and softball fields for activities throughout the course of construction. The General Contractor shall coordinate activities and site security fencing so as not to impact this access unless specifically coordinated with the Construction Manager and the school in advance. This will require careful coordination especially during civil operations at and around the new parking area between the practice and baseball fields and the new drive to the parking area.

e. NOTE: Primary construction access will be through the bus entrance on Wilson Boulevard. The General Contractor will be required to schedule deliveries to not impact school traffic at morning drop-off and afternoon pick-up times when school is in session. The pathway for access into the construction area is to be kept clean and free of any trash or debris at all times.”

2. Section 01 21 00 Allowances: CHANGE paragraph 3.3.1 to read:

“1. General Contingency $50,000”

3. Section 01 45 23, Collective Inspections and Structural Testing: DELETE this Section and REPLACE with Section 01 40 01, included in this addendum.


III. CHANGES TO TECHNICAL SPECIFICATIONS AND DRAWINGS: SPECIFICATIONS Item No. Description

1. Section 04 20 00, Unit Masonry: Paragraph 3.08.C: CHANGE the first sentence of this

paragraph to read: Install cavity mortar control panels at all flashing locations, complying with manufacturer’s installation instructions.

2. Section 04 20 00, Unit Masonry: Paragraph 2.03.D: CHANGE this paragraph to read: Basis of Design by Palmetto Brick Dark Red Utility. It is the intention to match the brick on the existing Keenan High School. Mortar will be Buff colored to match existing school.

3. Section 07 84 00, Firestopping & Smoke Seals: CLARIFICATION: It is the intent of this specification to ensure that the same fireproofing product be installed consistently by all trades. Each trade will be responsible for its own penetrations and UL approved penetrations and joints system and be labeled to meet the specification. The acceptable manufacturer will be decided during the preconstruction meetings.

4. Section 11 60 00, Exterior Athletic Equipment: DELETE this section in its entirety. Goal posts have already been provided as a part of Phase 1.

5. Section 11 66 00, Tension Ball Safety Netting System: DELETE this section in its entirety.

6. Section 23 31 13, Ductwork: DELETE paragraph 1.8 SHOP DRAWINGS in its entirety. Refer to section 30 00 00 GENERAL, paragraph 3.6 COORDINATION.

7. Section 23 00 00, General: At paragraph 3.15 GUARANTEE, item B; DELETE: “This shall continue until the items have given one (1) years satisfactory service” ADD: “This shall continue until the items have given two (2) years satisfactory service”.

8. Section 31 31 16, Termite Control: ADD Specification Section 31 31 16 included in this addendum. Add this section to the Table of Contents.

DRAWINGS:

Item No. Description

1. Sheet C2.01, Note regarding New Reinforced Grass Field Parking: CLARIFICATION: The detail for the grass Parking is provided on Sheet C8.1.

2. Sheet C8.1, CLARIFICATION: The Zurn Trench drain is an acceptable substitute to the ACO trench drain as detailed on this sheet.

3. Sheet A301, A303, A304, Floor Plans, CLARIFICATION: Some Fire Extinguishers and Fire Extinguisher Cabinets are shown graphically on the plans but are not noted. Base bid is to include a total of 16 Fire Extinguisher Cabinets and 12 Fire Extinguishers on brackets in these buildings. See specifications. Plans will be issued during shop drawing phase indicating where these extinguishers and cabinets are located. No cabinets will be installed in rated walls.


4. Sheet A501, Door and Frame Notes: DELETE the notes on this sheet. All information regarding fabrication and gauge of Hollow Metal work is included in specification section 08 11 00.

5. Sheet A601, Floor Plans: DELETE notes referring to “COATED EPOXY FLOORING”. Floor finish for these buildings will be as noted on the Finish Schedules and specifications.

6. Sheet A706, Detail Section 2/A706: ADD the attached Detail 1/AD1 included in this addendum for added metal trim at edge of paving block at Pressbox.

7. Sheet A302 Field House Elevations: ADD the attached detail 2/AD1 included in this addendum that will detail the steel decorative truss shown in the elevation and referenced in the architectural and structural notes on this sheet and S303.

8. Sheet A709, Detail 6/A709: CLARIFICATION: The screen wall shown on this detail is to have Footing WF40. Vertical reinforcing is to be #5’s at 32” oc. The length of screen wall is dimensioned on Sheet C2.4

9. Sheet S103, Detail 3/S103, CLARIFICATION: Footing for this section of wall is to be WF 20.

IV. APPROVED EQUALS:

The following Manufactures have met requirements for prior approval for substitution of specified materials/products. Approved products must meet all specifications set forth in the Project Manual unless noted otherwise here in this addendum.

Product Manufacturer/ Installer

07 41 13 Standing Seam Metal Roof Panel System Metal Sales Manufacturing Corporation

07 11 00 Sheet Waterproofing Viper Vaporcheck II 1.5 Mil

07 11 00 Sheet Waterproofing Soprema Colphene 3000

07 27 26 Fluid Applied Air Barrier Soprema Sopraseal

07 27 26 Fluid Applied Air Barrier AirMax 2104

END OF ADDENDUM NUMBER ONE

PRE-BID CONFERENCE

RICHLAND COUNTY SCHOOL DISTRICT ONE STADIUM # 4 – KEENAN HIGH SCHOOL (PHASE 2)

SOLICITATION NUMBER 2017-0174

AUGUST 2, 2017 @ 3:00PM

AGENDA I. Introductions II. Project Description and Scope III. Bid Date and Location

Richland County School District One Procurement Services 201 Park Street, Room 204 Columbia, South Carolina 29201

Tuesday, August 22, 2017 Bids Due: 2:00 P.M. EST

IV. Bidding Requirements

1 Bid Form - Enclosed in a sealed, opaque envelope, bearing name, address of the bidder, South Carolina Contractors and Bidders License Numbers, and name of project.

2 Bid Bond or Cashier’s Check for 5% of Base Bid 3 Acknowledge Receipt of addenda 4 All bids must comply with the laws of South Carolina 5 Signature

V. Review of Plans and Specifications VI. Addenda

VII. Substitution Requests

VIII. Questions and Answers

STADIUM #4 – KEENAN HIGH SCHOOL (PHASE 2) SECTION 01 40 01 LEXINGTON SCHOOL DISTRICT ONE CHAPTER 1 INSPECTIONS AND CHAPTER 17 SPECIAL INSPECTIONS

CHAPTER 1 INSPECTIONS AND CHAPTER 17 SPECIAL INSPECTIONS 01 40 01 - Page 1 of 15 ADDENDUM NUMBER ONE

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

B. This Section includes administration and procedural requirements for compliance with the 2015 IBC, Chapter 1 Inspections and Chapter 17 Special Inspections.

C. South Carolina Office of School Facilities (OSF) – INSPECTION PROGRAM MANUAL”, dated September, 2015 or latest edition.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for quality assurance and quality control.

B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements.

1. Specific quality-assurance and -control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products.

2. Specified tests, inspections, and related actions do not limit Contractor's other quality-assurance and -control procedures that facilitate compliance with the Contract Document requirements.

3. Requirements for Contractor to provide quality-assurance and -control services required by Architect, Owner or authorities having jurisdiction are not limited by provisions of this Section.

C. Pre-construction Conference: Upon receipt of the “Notice-to-Proceed” and prior to the start of construction, the contractor shall conduct a Pre-construction Conference per specification section 01 31 19 Project Meetings. It is the responsibility of the contractor to notify the architect of the date and time of this conference in a timely manner so that the architect can notify the Office of School Facilities (OSF). In addition to attendees listed in Section 01 31 00, a representative from OSF along with representatives from the testing company(ies) and the Chapter 1 and Chapter 17 inspection agencies must also be present.

D. Related Sections include the following: 1. Division 1 Section "Testing Laboratory Services" for developing a schedule of required

tests and inspections. The special inspector shall continually coordinate with the contractor for the time and requirements of required inspections.

2. Division 1 Section "Cutting and Patching" for repair and restoration of construction disturbed by testing and inspecting activities.

3. Divisions 2 through 33 Sections for specific test and inspection requirements.



1.3 DEFINITIONS

A. Agency Approval: An established and recognized agency regularly engaged in conducting tests or furnishing inspection services, when such agency has been approved by South Carolina Office of School Facilities (OSF).

B. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements.

C. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Services do not include contract enforcement activities performed by Architect.

D. Mockups: Full-size, physical assemblies that are constructed on-site. Mockups are used to verify selections made under sample submittals, to demonstrate aesthetic effects and, where indicated, qualities of materials and execution, and to review construction, coordination, testing, or operation; they are not Samples. Approved mockups establish the standard by which the Work will be judged.

E. Laboratory Mockups: Full-size, physical assemblies that are constructed at testing facility to verify performance characteristics.

F. Preconstruction Testing: Tests and inspections that are performed specifically for the Project before products and materials are incorporated into the Work to verify performance or compliance with specified criteria.

G. Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with industry standards.

H. Source Quality-Control Testing: Tests and inspections that are performed at the source, i.e., plant, mill, factory, or shop.

I. Field Quality-Control Testing: Tests and inspections that are performed on-site for installation of the Work and for completed Work.

J. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency.

K. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations.

1. Using a term such as "carpentry" does not imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter." It also does not imply that requirements specified apply exclusively to trades people of the corresponding generic name.

L. Experienced: When used with an entity, "experienced" means having successfully completed a minimum of five (5) previous projects similar in size and scope to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction.



1.4 CONFLICTING REQUIREMENTS

A. General: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to Architect for a decision before proceeding.

B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding.

C. The special inspector’s reports and testing agencies results shall have precedence over reports and test results provided by the contractor.

D. Where conflict exists between the construction documents and approved shop drawings submittal data, the construction documents shall govern unless the shop drawing/submittal data are more restrictive. All conflicts shall be brought to the attention of the architect.

1.5 SUBMITTALS

A. Qualification Data: For testing agencies specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent report on the inspection of the testing agency by a recognized authority.

B. Recognized Agency: For the purposes of this work, only companies utilizing certified inspectors as designated by the South Carolina Office of the State Engineer or Office of School Facilities will be accepted for these special inspections. These Companies are listed on their web site however may not be current. Documentation of the individual’s certificates scheduled to perform inspections for this project must be submitted for review by the architect prior to award of this work.

C. Special Inspectors shall keep and distribute records of inspections. The special inspector shall furnish inspection reports to OSF, contractor, architect and owner. Reports shall indicate that work inspected was done in conformance to approved construction documents. Discrepancies shall be brought to the immediate attention of the contractor for correction. If the discrepancies are not corrected, the discrepancies shall be brought to the attention of OSF and to the architect and construction manager prior to the completion of the phase of the work. A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted at a point in time agreed upon by the permit applicant and OSF prior to the start of work.

D. Record of Tests and Inspections: Prepare in tabular form and include the following:

1. Specification Section number and title. 2. Description of test and inspection. 3. Identification of applicable standards. 4. Identification of test and inspection methods. 5. Number of tests and inspections required. 6. Time schedule or time span for tests and inspections. 7. Entity responsible for performing tests and inspections. 8. Requirements for obtaining samples.



9. Unique characteristics of each quality-control service.

E. Reports: Prepare and submit certified written reports that include, but are not limited to, the following:

1. Date of issue. 2. Project title and number. 3. Name, address, and telephone number of testing agency. 4. Dates and locations of samples and tests or inspections. 5. Names of individuals making tests and inspections. 6. Description of the Work and test and inspection method. 7. Identification of product and Specification Section. 8. Complete test or inspection data. 9. Test and inspection results and an interpretation of test results. 10. Record of temperature and weather conditions at time of sample taking and testing and

inspecting. 11. Comments or professional opinion on whether tested or inspected Work complies with

the Contract Document requirements. 12. Name and signature of laboratory inspector. 13. Recommendations on retesting and re-inspecting. Sample forms are available on the OSF Website. Forms by special inspectors will be considered for approval if requested at the preconstruction meeting.

F. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work.

1.6 QUALITY ASSURANCE

A. General: Qualifications paragraphs in this Article establish the minimum qualification levels required; individual Specification Sections specify additional requirements.

B. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance.

C. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units.

D. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units.

E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of the system, assembly, or product that is similar to those indicated for this Project in material, design, and extent.

F. Specialists: Certain sections of the Specifications may require that specific construction activities shall be performed by entities who are recognized experts in those operations.



Specialists shall satisfy qualification requirements indicated and shall be engaged for the activities indicated.

1. Requirement for specialists shall not supersede building codes and regulations governing the Work.

G. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and capability to conduct testing and inspecting indicated, as documented according to ASTM E 548; and with additional qualifications specified in individual Sections; and where required by authorities having jurisdiction, that is acceptable to authorities.

1. NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7. 2. NVLAP: A testing agency accredited according to NIST's National Voluntary Laboratory

Accreditation Program.

H. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project.

I. Preconstruction Testing: Where testing agency is indicated to perform preconstruction testing for compliance with specified requirements for performance and test methods, comply with the following:

1. Contractor responsibilities include the following:

a. Provide test specimens representative of proposed products and construction. b. Submit specimens in a timely manner with sufficient time for testing and analyzing

results to prevent delaying the Work. c. Provide sizes and configurations of test assemblies, mockups, and laboratory

mockups to adequately demonstrate capability of products to comply with performance requirements.

d. Build site-assembled test assemblies and mockups using installers who will perform same tasks for Project.

e. Build laboratory mockups at testing facility using personnel, products, and methods of construction indicated for the completed Work.

f. When testing is complete, remove test specimens, assemblies, mockups, and laboratory mockups; do not reuse products on Project.

2. Testing Agency Responsibilities: Submit a certified written report of each test, inspection, and similar quality-assurance service to Architect and Construction Manager with copy to Contractor. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents.

J. Mockups: Before installing portions of the Work requiring mockups, build mockups for each form of construction and finish required to comply with the following requirements, using materials indicated for the completed Work:

1. Build mockups in location and of size indicated or, if not indicated, as directed by Architect.

2. Notify Architect seven (7) days in advance of dates and times when mockups will be constructed.

3. Demonstrate the proposed range of aesthetic effects and workmanship. 4. Obtain Architect's approval of mockups before starting work, fabrication, or construction.



a. Allow seven (7) days for initial review and each re-review of each mockup.

5. Maintain mockups during construction in an undisturbed condition as a standard for judging the completed Work.

6. Demolish and remove mockups when directed, unless otherwise indicated.

K. Laboratory Mockups: Comply with requirements of preconstruction testing and those specified in individual Sections in Divisions 2 through 33.

1.7 QUALITY CONTROL

A. Owner Responsibilities: Where quality-control services are indicated as Owner's responsibility, Owner will engage a qualified testing agency to perform these services.

1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of types of testing and inspecting they are engaged to perform.

2. Payment for these services will be made by Owner. 3. Costs for retesting and re-inspecting construction that replaces or is necessitated by work

that failed to comply with the Contract Documents will be charged to Contractor and the Contract Sum will be adjusted by Change Order.

B. Tests and inspections not explicitly assigned to Owner are Contractor's responsibility. Unless otherwise indicated, provide quality-control services specified and those required by authorities having jurisdiction. Perform quality-control services required of Contractor by authorities having jurisdiction, whether specified or not.

1. Where services are indicated as Contractor's responsibility, engage a qualified testing agency to perform these quality-control services.

a. Contractor shall not employ same entity engaged by Owner, unless agreed to in writing by Owner.

2. Notify testing agencies at least Twenty Four (24) hours in advance of time when Work that requires testing or inspecting will be performed.

3. Where quality-control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality-control service.

4. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility.

5. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct.

6. The contractor shall be responsible for costs of: Re-testing and re-inspection of materials, work and/or products that do not meet requirements of the construction documents and shop drawings/submittal data.

C. Manufacturer's Field Services: Where indicated, engage a factory-authorized service representative to inspect field-assembled components and equipment installation, including service connections. Report results in writing as specified in Division 1 Section "Submittal Procedures."

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



E. Testing Agency Responsibilities: Cooperate with the Architect, Construction Manager and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections.

1. Notify Architect, Construction Manager and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services.

2. Determine the location from which test samples will be taken and in which in-situ tests are conducted.

3. Conduct and interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from requirements.

4. Submit a certified written report, in duplicate, of each test, inspection, and similar quality-control service through Contractor.

5. Do not release, revoke, alter, or increase the Contract Document requirements or approve or accept any portion of the Work.

6. Do not perform any duties of Contractor.

F. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality-control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following:

1. Access to the Work. 2. Incidental labor and facilities necessary to facilitate tests and inspections. 3. Adequate quantities of representative samples of materials that require testing and

inspecting. Assist agency in obtaining samples. 4. Facilities for storage and field curing of test samples. 5. Delivery of samples to testing agencies. 6. Preliminary design mix proposed for use for material mixes that require control by testing

agency. 7. Security and protection for samples and for testing and inspecting equipment at Project

site.

G. Coordination: 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.

1. Schedule times for tests, inspections, obtaining samples, and similar activities.

H. Schedule of Tests and Inspections: Prepare a schedule of tests, inspections, and similar quality-control services required by the Contract Documents. Submit schedule within thirty (30) days of date established for commencement of the Work the Notice to Proceed.

1. Distribution: Distribute schedule to Owner, Architect, Construction Manager, testing agencies, and each party involved in performance of portions of the Work where tests and inspections are required.

1.8 SPECIAL TESTS AND INSPECTIONS

A. Special Tests and Inspections: Shall be as listed herein.

B. Special Tests and Inspections: Conducted by a qualified special inspector designated by the South Carolina Office of School Facilities (OSF) as indicated in individual Specification Sections, and as follows:



1. Verifying that manufacturer maintains detailed fabrication and quality-control procedures and reviewing the completeness and adequacy of those procedures to perform the Work.

2. Notifying Architect and Contractor promptly of irregularities and deficiencies observed in the Work during performance of its services.

3. Submitting a certified written report of each test, inspection, and similar quality-control service to Architect and Construction Manager with copy to Contractor and to authorities having jurisdiction.

4. Submitting a final report of special tests and inspections at Substantial Completion, that includes a list of unresolved deficiencies.

5. Interpreting tests and inspections and stating in each report whether tested and inspected work complies with or deviates from the Contract Documents.

6. Retesting and re-inspecting corrected work.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 ACCEPTABLE TESTING AGENCIES Acceptable companies shall be as designated by the South Carolina Office of School Facilities (OSF).

3.2 SPECIAL INSPECTIONS REQUIRED CHAPTER 17:

A. Seismic Design Category: The Seismic Design Category for this project is “C”.

B. Facility Classification: As stated in Section 1604.5 of the 2015 IBC, this facility is classified as a “Non-Essential Facility”.

C. IBC 2015 Chapter 17 Inspections: The Designer(s) of Record shall determine the material and/or work on the project requiring Special Inspections. The Special Inspection requirements shall be based on Section 1704 and Section 1705 of the 2015 International Building Code. Any deviations from the requirements of Section 1704 or Section 1705 must be approved by OSF. Per IBC Chapter 16 and ASCE 7 – This information may be shown on initial Structural Sheet of the drawings or on Sheet with other code information. List floor design loads on structural plans. See following table for Statement of Special Inspections:



STATEMENT OF SPECIAL INSPECTIONS

MATERIAL TYPE OF INSPECTION FREQENCY

SPECIFICATION

INSPECTION BY

REFERENCE

STEEL

High strength bolts, nuts, washers Conform to ASTM stds specified, certifi-cate of compliance

Periodic 1705.2 3rd Party Special Inspector

Material verification Conform to AISC 360 or ASTM stds specified, certificate of compliance

Periodic 1705.2.1 3rd Party Special Inspector

Welds Welding inspection and welding inspec-tor qualifications


Cold-formed steel deck Conform to ASTM stds specified. Periodic 1705.2.2 3rd Party Special Inspector

Open-web steel joists and girder End connections - welded or bolted Periodic SJI Specifications listed in 2207.1

3rd Party Special Inspector

Open-web steel joists and girder Standard bridging Periodic SJI Specifications listed in 2207.1


Open-web steel joists and girder Bridging that differs from the SJI listed in 2207.1

Periodic 3rd Party Special Inspector

CONCRETE

Reinforcement Inspect and verify placement Periodic 1908.4 / ACI 318 Ch 20, 25.2, 25.3, 26.5.1-26.5.3


Reinforcing bar welding Verify weldability of reinforcing bars Periodic 1705.3 3rd Party Special Inspector

Reinforcing bar welding Inspect single-pass fillet welds Periodic 1705.3 3rd Party Special Inspector

Reinforcing bar welding Inspect all other welds Continuous 1705.3 3rd Party Special Inspector

Anchors Inspect anchors cast in concrete Periodic ACI 318: 17.8.2 3rd Party Special Inspector

Anchors post-installed in conc Adhesive anchors installed horizontally or upward

Continuous ACI 318: 17.8.2.4 3rd Party Special Inspector

Anchors post-installed in conc Mechanical anchors and other adhesive anchors

Periodic ACI 318: 17.8.2 3rd Party Special Inspector

Mix Verify use of required design mix Periodic ACI 318: Ch 19, 26.4.3, 26.4.4


Testing Strength test, slump and air content, temperature

Continuous ASTIM C172 & C31, ACI 318




Placement Inspect for proper application techniques Continuous ACI 318: 26.4.5 3rd Party Special Inspector

Curing Verify specified temperature and tech-niques

Periodic ACI 318: 26.4.7-26.4.9


Precast concrete Inspect erection of precast concrete members


Formwork Inspect for shape, location, dimensions Periodic ACI 318: 26.10.1(b) 3rd Party Special Inspector

MASONRY

Mortar and grout mix Inspect proportioning, mixing and retem-pering


Mortar joints Inspect tooling and filling of head joints Periodic 1705.4 3rd Party Special Inspector

Reinforcement and connectors Size, grade, type, placement, positioning, and lapping


Structural masonry elements Size and location Periodic 1705.4 3rd Party Special Inspector

Installation of masonry Inspect size, layout, bonding, and place-ment


Anchors Type, size, and location. Detail of an-chorage to other const.


Weather protection Inspect protection of masonry in temps <40F and >90F


Grout space Ensure minimum clear area requirement, grout space clean


Testing Compressive strength of mortar cubes and grout samples

Continuous 1705.4 3rd Party Special Inspector

SOIL 1705.6

Shallow foundations Materials adequete for design bearing capacity


Excavation Verify proper depth and material reached Periodic 1705.6 3rd Party Special Inspector

Compacted fill material Perform classification and testing Periodic 1705.6 3rd Party Special Inspector

Compacted fill material Verify placement and compaction Continuous 1705.6 3rd Party Special Inspector

Compacted fill material Inspect subgrade, verify site prepared properly


WIND RESISTANCE



Structural wood Windforce-resisting system Per 1705.11.1 1705.11.1 3rd Party Special Inspector

Cold-formed steel light-frame const.

Windforce-resisting system Per 1705.11.2 1705.11.2 3rd Party Special Inspector

Roof covering, deck, and framing Fastening Periodic 1705.11.3 3rd Party Special Inspector

Ext. wall covering and connection Fastening Periodic 1705.11.3 3rd Party Special Inspector

SEISMIC RESISTANCE

Structural steel Seismic force resisting system or struc-tural steel elements

Per 1705.12.1 1705.12.1 / AISC 341 3rd Party Special Inspector

Structural wood Seismic force resisting system Per 1705.12.2 1705.12.2 3rd Party Special Inspector

Cold-formed steel light-frame const.

Seismic force resisting system Per 1705.12.3 1705.12.3 3rd Party Special Inspector

Nonstructural components Nonstructural components, supports, or attachments

Per 1705.13.2 1705.13.2 3rd Party Special Inspector

Designated seismic systems Label, archorage, mounting for certificate of compliance

1705.12.4 / ASCE 7: 13.2.2


Architectural components Erection and fastening of exterior clad-ding >30' above grade (SDC D,E,F)


Architectural components Interior & exterior nonbearing walls >30' above grade (SDC D,E,F)


Architectural components Interior & exterior veneer >30' above grade (SDC D,E,F)


Electrical components Anchorage of emergency and standy power equip


Electrical components Other electrical equipment (SDC E,F) Periodic 1705.12.6 3rd Party Special Inspector

Piping systems (hazardous)

Installation and anchorage of piping systems designed to carry hazardous materials and associated mechanical units (SDC C,D,E,F)


Ductwork (hazardous) Installation and anchorage of ductwork designed to carry hazardous materials (SDC C,D,E,F)


Vibration isolation system that require ≤ 1/4" clearance

Installation and anchorage Periodic 1705.12.6 3rd Party Special Inspector

SPRAYED FIRE-RESISTANT MATERIAL



Floor,roof,and wall assemblies / structural members

Physical and visual tests for compliance and rating


Structural member surface condi-tion

Prepared surface condition Per 1705.14.2 1705.14.2 3rd Party Special Inspector

Substrate Application conditions per mfr instruc-tions


Thickness Material meets allowable thickness Per 1705.14.4 1705.14.4 3rd Party Special Inspector

Density Material meets minimum density Per 1705.14.5 1705.14.5 3rd Party Special Inspector

Bond Strength Cohesive/adhesive strength not less than 150 psf


MASTIC AND INTUMESCENT FIRE-RESISTANT COATINGS

Mastic and intumescent fire-resistant coatings applied to structural elements and decks

Per 1705.15 1705.15/AWCI 12-B 3rd Party Special Inspector

EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS)

Inspection of full presence of water-resistive barrier with a means of draining moisture to the exterior prior to installa-tion EIFS finish.

Per 1705.16 1705.16 3rd Party Special Inspector

Application of a water-resistive barrier coating complying with ASTM E 2570 when installed over a sheathing substrate Continuous 1705.16 3rd Party Special Inspector

FIRE-RESISTANT PENETRATIONS AND JOINTS

Penetration firestops Verify approprate system specified and installed

Periodic 1705.17.1 / ASTM E2174


Fire-resistant joint systems Verify approprate system specified and installed

Periodic 1705.17.2 / ASTM E2293


FIRE PROTECTION

Fire Protection System

Inspection is require for seismic restraint systes of fire sprinkler elements, as per plans, specifications, NFPA 13 & ASCE 7-10


3.3 INSPECTIONS REQUIRED CHAPTER 1:

A. IBC Chapter 1 Inspections



1. Chapter 1 Inspections for this project shall be provided by individuals approved by Office of School Facilities. The required Inspections for this project include but are not limited to: 110.3.1 Footing and foundation inspection 110.3.2 Concrete slab and under-floor inspection 110.3.3. Lowest floor elevation 110.3.4 Frame inspection 110.3.5 Lath, gypsum board and gypsum panel product inspection 110.3.6 Fire- and smoke-resistant penetrations 110.3.7 Energy efficiency inspections 110.3.8 Other inspections 110.3.1 Footing and foundation inspection. Footing and foundation inspections shall be made after excavations for footings are complete and any required reinforcing steel is in place. For concrete foundations, any required forms shall be in place prior to inspection. Materials for the foundation shall be on the job, except where concrete is ready mixed in accordance with ASTM C94, the concrete need not be on the job. 110.3.2 Concrete slab and under-floor inspection. Concrete slab and under-floor inspections shall be made after in-slab or under-floor reinforcing steel and building service equipment, conduit, piping accessories and other ancillary equipment items are in place, but before any concrete is placed or floor sheathing installed, including the sub floor. 110.3.3 Lowest floor elevation. In flood hazard areas, upon placement of the lowest floor, including the basement, and prior to further vertical construction, the elevation certification required in Section 1612.5 shall be submitted to the building official. 110.3.4 Frame inspection. Framing inspections shall be made after the roof deck or sheathing, all framing, fire-blocking, and bracing are in place and pipes, chimneys and vents to be concealed are complete and the rough electrical, plumbing, heating wires, pipes and ducts are approved. 110.3.5 Lath, gypsum board and gypsum panel product inspection. Lath, gypsum board and gypsum panel product inspections shall be made after lathing, gypsum board and gypsum panel products, interior and exterior, are in place, but before any plastering is applied or gypsum board and gypsum panel product joints and fasteners are taped and finished. Exception: Gypsum board and gypsum panel products that are not part of a fire-resistance-rated assembly or a shear assembly. 110.3.6 Fire- and smoke-resistant penetrations. Protection of joints and penetrations in fire-resistance rated assemblies, smoke barriers and smoke partitions shall not be concealed from view until inspected and approved. 110.3.7 Energy efficiency inspections. Inspections shall be made to determine compliance with Chapter 13 and shall include, but not be limited to, inspections for: envelope insulation R- and U-values, fenestration U-value, duct system R- value, and HVAC and water-heating equipment efficiency. 110.3.8 Other inspections. In addition to the inspections specified in Sections 110.3.1 through 110.3.7, the building official is authorized to make or require other inspections of any construction work to ascertain compliance with the provisions of this code and other laws that are enforced by the department of building safety.



Mechanical Code:

1. Underground inspection shall be made after trenches or ditches are excavated and bedded, piping installed, and before backfill is put in place.

2. Rough-in inspection shall be made after the roof, framing, fire blocking, and bracing are in place and all ducting and other components to be concealed are completed, and prior to the installation of wall or ceiling membranes.

Plumbing Code: 1. Underground inspection shall be made after trenches or ditches are excavated

and bedded, piping installed, and before backfill is put in place. 2. Rough-in inspection shall be made after the roof, framing, fire blocking, and

bracing are in place and all ducting and other components to be concealed are completed, and prior to the installation of wall or ceiling membranes.

Electrical Code: 1. Underground inspection shall be made after trenches or ditches are excavated

and bedded, piping installed, and before backfill is put in place. 2. Rough-in inspection shall be made after the roof, framing, fire blocking, and

bracing are in place and all ducting and other components to be concealed are completed and prior to the installation of concealing construction.

3.4 TEST AND INSPECTION LOG AND FORMS

A. Prepare a record of tests and inspections. Include the following:

1. Date test or inspection was conducted. 2. Description of the Work tested or inspected. 3. Date test or inspection results were transmitted to Architect. 4. Identification of testing agency or special inspector conducting test or inspection.

B. Maintain log at Project site. Post changes and modifications as they occur. Provide access to test and inspection log for Architect's reference during normal working hours.

C. Maintain all logs, inspection reports and related summary sheets as required by Office of School Facilities (OSF). The contractor, testing agency and inspectors are required to be familiar with the required forms as well as the current “INSPECTION PROGRAM MANUAL”. This manual along with the current OSF required inspection forms are available on line at the South Carolina Department of Education web site under Office of School Facilities.

3.5 REPAIR AND PROTECTION

A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes.

1. Provide materials and comply with installation requirements specified in other Specification Sections. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible.

2. Comply with the Contract Document requirements for Division 1 Section "Cutting and Patching."

B. Protect construction exposed by or for quality-control service activities.

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



3.6 TESTING AND INSPECTON

A. Reference related specifications for the minimum level of inspections and testing. Provide additional inspections and testing as necessary to determine compliance with the construction drawings and to satisfy IBC requirements for Chapter 1 Inspections and Chapter 17 Special Inspections.

END OF SECTION 01 40 01

STADIUM #4 – KEENAN HIGH SCHOOL (PHASE 2) SECTION 31 31 16 RICHLAND COUNTY SCHOOL DISTRICT ONE TERMITE CONTROL

TERMITE CONTROL 31 316 - Page 1 of 3 ADDENDUM NUMBER ONE

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Soil treatment with termiticide.

1.2 SUBMITTALS

A. Product Data: For each type of product indicated. Include the EPA-Registered Label for termiticide products.

B. Product certificates.

C. Soil Treatment Application Report: Include the following:

1. Date and time of application. 2. Moisture content of soil before application. 3. Brand name and manufacturer of termiticide. 4. Quantity of undiluted termiticide used. 5. Dilutions, methods, volumes, and rates of application used. 6. Areas of application. 7. Water source for application.

1.3 QUALITY ASSURANCE

A. Installer Qualifications: A specialist who is licensed according to regulations of authorities having jurisdiction to apply termite control treatment and products in jurisdiction where Project is located and who employs workers trained and approved by manufacturer to install manufacturer's products.

B. Regulatory Requirements: Formulate and apply termiticides according to the EPA-Registered Label.

1.4 WARRANTY

A. Special Warranty: Manufacturer's standard form, signed by Applicator and Contractor certifying that termite control work, consisting of applied soil termiticide treatment, will prevent infestation of subterranean termites. If subterranean termite activity or damage is discovered during warranty period, re-treat soil and repair or replace damage caused by termite infestation at no cost to the Owner.

B. Applicator shall issue a one year contract, performance of which is insured by an insurance company licensed to do business in the State. Re-treatment, upon evidence of subterranean termite activity during warranty period shall be made at no charge to the Owner. The contract shall provide for re-inspection of structure at least once annually and application of chemical found necessary for continued control of subterranean termites. The contract shall provide for repairs and/or replacement of all subterranean termite damage to the structure and its contents



in the minimum amount of $250,000 and shall extend for five (5) years from the date of substantial completion. Damage contract shall have a renewal clause by which Owner may, at his option, extend the contract by at least fifteen years. It shall be the Applicator’s responsibility to notify the owner at least three months in advance of the warranty expiration date(s). Failure to properly notify the owner will indicate continued coverage of the optional warranty period at no additional cost to the owner.

1. Warranty Period: As noted above starting at date of Substantial Completion.

1.5 MAINTENANCE SERVICE

A. Continuing Service: Beginning at Substantial Completion, provide 12 months' continuing service including monitoring, inspection, and re-treatment for occurrences of termite activity. Provide a standard continuing service agreement. State services, obligations, conditions, and terms for agreement period; and terms for future renewal options.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

1. Termiticides:

a. Aventis Environmental Science USA LP; Termidor. b. Bayer Corporation; Premise 75. c. Dow AgroSciences LLC; Dursban TC, Equity. d. FMC Corporation, Agricultural Products Group; Talstar, Prevail FT, Torpedo. e. Syngenta; Demon TC.

2.2 SOIL TREATMENT

A. Termiticide: Provide an EPA-registered termiticide complying with requirements of authorities having jurisdiction, in an aqueous solution formulated to prevent termite infestation. Provide quantity required for application at the label volume and rate for the maximum termiticide concentration allowed for each specific use, according to product's EPA-Registered Label.

PART 3 - EXECUTION

3.1 PREPARATION

A. General: Remove all extraneous sources of wood cellulose and other edible materials such as wood debris, tree stumps and roots, stakes, formwork, and construction waste wood from soil within and around foundations.

B. Soil Treatment Preparation: Loosen, rake, and level soil to be treated except previously compacted areas under slabs and footings. Termiticides may be applied before placing compacted fill under slabs if recommended in writing by termiticide manufacturer.



3.2 APPLYING SOIL TREATMENT

A. Application: Mix soil treatment termiticide solution to a uniform consistency. Provide quantity required for application at the label volume and rate for the maximum specified concentration of termiticide, according to manufacturer's EPA-Registered Label, to the following so that a continuous horizontal and vertical termiticidal barrier or treated zone is established around and under building construction. Distribute treatment evenly.

1. Slabs-on-Grades: Under ground-supported slab construction, including footings, building slabs, and attached slabs as an overall treatment. Treat soil materials before concrete footings and slabs are placed.

2. Foundations: Adjacent soil including soil along the entire inside perimeter of foundation walls, along both sides of interior partition walls, around plumbing pipes and electric conduit penetrating the slab, and around interior column footers and piers; also along the entire outside perimeter, from grade to bottom of footing. Avoid soil washout around footings.

3. Masonry: Treat voids. 4. Penetrations: At expansion joints, control joints, and areas where slabs will be

penetrated.

B. Avoid disturbance of treated soil after application. Keep off treated areas until completely dry.

C. Protect termiticide solution, dispersed in treated soils and fills, from being diluted until ground-supported slabs are installed. Use waterproof barrier according to EPA-Registered Label instructions.

D. Post warning signs in areas of application.

E. Reapply soil treatment solution to areas disturbed by subsequent excavation, grading, landscaping, or other construction activities following application.

END OF SECTION

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