SET NO:

IPG PROJECT No. 2244

PROJECT SPECIFICATIONS

A NEW PUBLIC WORKS &

FLEET FACILITY FOR CAMDEN

PERMIT SET

IPG, INCORPORATED

A R C H I T E C T S & P L A N N E R S

807 Northwood Park Drive • Valdosta, Georgia 31602 • (229) 242-3557 mail@ipgarchitects.com http://www.ipgarchitects.com

1144 GODLEY AVE.

WOODBINE, GA 30214

mailto:mail@ipgarchitects.com http://www.ipgarchitects.com/ zally Rob Seal Sig

IPG, Incorporated Project No. 2244 Camden County New Public Works & Fleet Facility

Table of Contents 1

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 23 00 ALTERNATES

01 33 00 SUBMITTAL PROCEDURES

01 45 23 TESTING AND INSPECTION SERVICES

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 77 00 CLOSEOUT PROCEDURES

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 – EXISTING CONDITIONS

02 30 00 SUBSURFACE CONDITIONS

DIVISION 03 – CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE - SITEWORK

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 05 – METALS

05 40 00 COLD-FORMED METAL FRAMING

05 50 00 METAL FABRICATIONS

DIVISION 06 – WOOD, PLASTICS, COMPOSITES

06 10 00 ROUGH CARPENTRY

06 16 00 SHEATHING

06 40 23 INTERIOR ARCHITECTURAL WOODWORK

06 41 16 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

DIVISION 07 – THERMAL & MOISTURE PROTECTION

07 21 00 THERMAL INSULATION

07 25 00 WEATHER BARRIERS

07 62 00 SHEET METAL FLASHING & TRIM

07 84 13 PENETRATION FIRESTOPPING

07 84 43 JOINT FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 – OPENINGS

08 11 13 HOLLOW METAL DOORS AND FRAMES

08 14 16 FLUSH WOOD DOORS

08 33 23 OVERHEAD COILING DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 71 00 DOOR HARDWARE

08 80 00 GLAZING

DIVISION 09 – FINISHES

09 22 16 NON-STRUCTURAL METAL FRAMING

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 51 23 ACOUSTICAL TILE CEILINGS

09 65 00 RESILIENT FLOORING

09 65 13 RESILIENT BASE AND ACCESSORIES

Table of Contents 2

09 65 36 STATIC-CONTROL RESILIENT FLOORING

09 68 13 TILE CARPETING

09 91 14 EXTERIOR PAINTING (MPI STANDARDS)

09 91 24 INTERIOR PAINTING (MPI STANDARDS)

DIVISION 10 – SPECIALTIES

10 14 19 DIMENSIONAL LETTER SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 28 00 TOILET, BATH, AND LAUNDRY ACCESSORIES

10 44 13 FIRE PROTECTION CABINETS

10 44 16 FIRE EXTINGUISHERS

10 75 16 GROUND SET FLAGPOLES

DIVISION 12 – FURNISHINGS

12 21 13 HORIZONTAL LOUVER BLINDS

12 36 61.16 SOLID SURFACING

DIVISION 13 – SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

DIVISION 22 – PLUMBING

22 01 10 PLUMBING GENERAL PROVISIONS

22 01 20 PLUMBING STANDARDS

22 02 10 PLUMBING COORDINATION

22 02 20 PLUMBING SUBMITTALS

22 02 30 PLUMBING IDENTIFICATION

22 02 40 PLUMBING WORK CLOSEOUT

22 05 01 TESTS

22 05 19 GAGES AND METERS

22 05 29 SUPPORTS, ANCHORS & SEALS

22 06 00 PLUMBING PIPING & EQUIPMENT

22 06 30 DOMESTIC WATER HEATER-ELECTRIC STORAGE

22 06 40 PLUMBING FIXTURES & TRIM

22 07 19 PLUMBING INSULATION

22 11 23 GAS PIPING

22 15 13 COMPRESSED AIR PIPING

DIVISION 23 – HEATING VENTILATION AND AIR CONDITIONING

23 01 10 MECHANICAL GENERAL PROVISIONS

23 01 20 MECHANICAL STANDARDS

23 02 10 MECHANICAL COORDINATION

23 02 20 MECHANICAL SUBMITTALS

23 02 40 MECHANICAL WORK CLOSEOUT

23 05 01 TESTS

22 05 29 SUPPORTS, ANCHORS & SEALS

23 05 48 VIBRATION ISOLATION

23 05 53 EQUIPMENT IDENTIFICATION

23 05 93 TESTING, ADJUSTING & BALANCING

23 06 60 DUCTLESS HEAT PUMP SYSTEM

23 07 00 MECHANICAL INSULATION

Table of Contents 3

23 23 00 REFRIGERANT PIPING & CONDENSATE DRAINS

23 31 00 DUCTWORK

23 31 10 ELECTRIC HEATERS

23 33 00 DUCTWORK ACCESSORIES

23 34 23 POWER VENTILATORS

23 37 00 AIR OUTLETS AND INLETS

23 81 29 VARIABLE REFRIGERANT FLOW SYSTEM

23 83 00 DEDICATED OUTDOOR AIR UNITS

23 83 50 DOAS SEQUENCE OF OPERATION

DIVISION 26 – ELECTRICAL

26 00 00 GENERAL

26 00 03 ELECTRICAL SUBMITTAL PROCEDURES

26 00 10 LIGHTING AND POWER PANELBOARDS

26 00 15 FUSES

26 00 20 RACEWAYS

26 00 30 CONDUCTORS

26 00 40 OUTLETS

26 00 50 WIRING DEVICES & DEVICE PLATES

26 00 60 LED INTERIOR LIGHTING

26 00 65 OCCUPANCY SENSORS

26 00 70 DISCONNECT SWITCHES

26 00 90 PHOTO CONTROL & CONTACTOR

26 01 00 PULL BOXES AND JUNCTION BOXES AND FITTINGS

26 01 10 GROUNDING

26 01 20 EQUIPMENT IDENTIFICATION

26 01 30 DATA/VOICE CONDUIT & OUTLET SYSTEM

26 01 40 FIRE ALARM SYSTEM

26 01 60 TRANSIENT VOLTAGE SURGE SUPPRESSOR

26 01 75 FIRE STOPPING

26 01 90 ENGINE GENERATOR SET

26 02 10 DATA/VOICE NETWORK AND CABLING SYSTEM

26 02 20 CONSTRUCTION REVIEWS INSPECTION AND TESTING

DIVISION 31 – EARTHWORK

31 05 13 SOILS FOR EARTHWORK

31 10 00 SITE CLEARING

31 22 00 GRADING

31 23 16.23 TRENCHING

31 23 19 DEWATERING

31 23 23 FILL

31 25 00 EROSION CONTROL

31 37 00 RIPRAP

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 16 00 CURBS, GUTTERS, SIDEWALKS AND DRIVEWAYS

32 31 13 CHAIN LINK FENCE AND GATES

DIVISION 33 – UTILITIES

Table of Contents 4

33 05 13 MANHOLES AND STRUCTURES

33 11 16 SITE WATER UTILITY DISTRIBUTING PIPING

33 13 00 DISINFECTING OF WATER UTILITY DISTRIBUTION

33 31 00 SITE SANITARY UTILITY SEWERAGE PIPING

33 41 00 SITE STORM UTILITY DRAINAGE PIPING

DEPARTMENT OF TRANSPORTATION STATE OF GA SPECIAL PROVISIONS

SECTION 150 TRAFFIC CONTROL

SECTION 300 GENERAL SPECIFICATIONS FOR BASE & SUBBASE COURSE

SECTION 310 GRADED AGGREGATE CONSTRUCTION

SECTION 400 HOT MIX ASPHALTIC CONCRETE CONSTRUCTION

SECTION 402 HOT MIX RECYCLED ASPHALTIC CONCRETE

SECTION 413 BITUMINOUS TACK COAT

SECTION 652 PAINTING TRAFFIC STRIPE

SECTION 653 THERMOPLASTIC TRAFFIC STRIPE

Alternates 012300 - 1

SECTION 012300 – ALTERNATES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for alternates.

1.2 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the Bidding Requirements that may be deducted from the base bid amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. Alternates described in this Section are part of the Work only if enumerated in the

Agreement.

2. The cost or credit for each alternate is the net deduction from the Contract Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum.

1.3 PROCEDURES

A. Coordination: Modify or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project.

1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of alternate.

B. Notification: Immediately following award of the Contract, notify each party involved, in writing, of the status of each alternate. Indicate if alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to alternates.

C. Execute accepted alternates under the same conditions as other work of the Contract.

D. Schedule: A schedule of alternates is included at the end of this Section. Drawing Sheets referenced in schedule indicate work related to each alternate.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF ALTERNATES

1. Additive Alternate 1: Garage

a. Size:40’X60’

b. Pre-Engineered Metal Building

c. Roof Pitch: 1:12

d. Eave Height: 12’-0”

e. (2) Manual Overhead Doors (12’x12’)

Alternates 012300 - 2

f. (1) 36x84 Hollow Metal Door

g. Power: Yes

h. Interior Lighting: LED

i. (4) Bollards at Overhead doors

2. Additive Alternate 2: Covered Equipment Storage Canopy

a. Size: 30’x50’

b. Enclosed: No

c. Roof : Metal

d. Pitch: 1:12

e. Eave Height: 12’-0”

f. Power: Yes

g. Interior Lighting: LED

h. Bollards at columns

3. Additive Alternate 3: Covered Large Equipment Storage Canopy

a. Size: 50’x200’

b. Enclosed: No

c. Roof : Metal

d. Pitch: 1:12

e. Eave Height: 20’-0”

f. Power: Yes

4. Additive Alternate 4: Covered Repair Vehicle Parking

a. Size: 40’x60’

b. Enclosed: No

c. Roof : Metal

d. Pitch: 1:12

e. Eave Height: 12’-0”

f. Power: Yes

END OF SECTION 012300

Submittal Procedures 013300 - 1

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Submittal schedule requirements.

2. Administrative and procedural requirements for submittals.

1.2 DEFINITIONS

A. Action Submittals: Written and graphic information and physical samples that require Architect's responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals."

B. Informational Submittals: Written and graphic information and physical samples that do not require Architect's responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals."

1.3 SUBMITTAL SCHEDULE

A. Submittal Schedule: Submit, as an action submittal, a list of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Architect and additional time for handling and reviewing submittals required by those corrections.

1.4 SUBMITTAL FORMATS

A. Submittal Information: Include the following information in each submittal:

1. Project name.

2. Date.

3. Name of Architect.

4. Name of Contractor.

5. Name of firm or entity that prepared submittal.

6. Names of subcontractor, manufacturer, and supplier.

7. Unique submittal number, including revision identifier. Include Specification Section number with sequential alphanumeric identifier; and alphanumeric suffix for resubmittals.

8. Category and type of submittal.

9. Submittal purpose and description.

Submittal Procedures 013300 - 2

10. Number and title of Specification Section, with paragraph number and generic name for each of multiple items.

11. Drawing number and detail references, as appropriate.

12. Indication of full or partial submittal.

13. Location(s) where product is to be installed, as appropriate.

14. Other necessary identification.

15. Remarks.

16. Signature of transmitter.

B. Options: Identify options requiring selection by Architect.

C. Deviations and Additional Information: On each submittal, clearly indicate deviations from requirements in the Contract Documents, including minor variations and limitations; include relevant additional information and revisions, other than those requested by Architect on previous submittals. Indicate by highlighting on each submittal or noting on attached separate sheet.

D. Electronic Submittals: Prepare submittals as PDF package, incorporating complete information into each PDF file. Name PDF file with submittal number.

E. Submittals for Utilizing Web-Based Project Management Software: Prepare submittals as PDF files, or other format indicated by Project management software.

1.5 SUBMITTAL PROCEDURES

A. Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections.

1. Email: Prepare submittals as PDF package, and transmit to Architect by sending via email. Include PDF transmittal form. Include information in email subject line as requested by Architect.

2. Web-Based Project Management Software: Prepare submittals in PDF form, and upload to web-based Project management software website. Enter required data in web-based software site to fully identify submittal.

B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Submit all submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule.

3. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals.

C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows.

Time for review shall commence on Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

Submittal Procedures 013300 - 3

1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination.

2. Resubmittal Review: Allow 15 days for review of each resubmittal.

D. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.

E. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

F. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Architect's action stamp.

1.6 SUBMITTAL REQUIREMENTS

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

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

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

3. Include the following information, as applicable:

a. Manufacturer's catalog cuts.

b. Manufacturer's product specifications.

c. Standard color charts.

d. Statement of compliance with specified referenced standards.

e. Testing by recognized testing agency.

f. Application of testing agency labels and seals.

g. Notation of coordination requirements.

h. Availability and delivery time information.

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

a. Wiring diagrams that show factory-installed wiring.

b. Printed performance curves.

c. Operational range diagrams.

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

Drawings.

5. Submit Product Data before Shop Drawings, and before or concurrent with Samples.

B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data unless submittal based on Architect's digital data drawing files is otherwise permitted.

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

Submittal Procedures 013300 - 4

a. Identification of products.

b. Schedules.

c. Compliance with specified standards.

d. Notation of coordination requirements.

e. Notation of dimensions established by field measurement.

f. Relationship and attachment to adjoining construction clearly indicated.

g. Seal and signature of professional engineer if specified.

2. Paper Sheet Size: Except for templates, patterns, and similar full-size Drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches (215 by 280 mm), but no larger than 30 by 42 inches (750 by 1067 mm).

a. Two opaque (bond) copies of each submittal. Architect will return one copy(ies).

C. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other materials.

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

2. Identification: Permanently attach label on unexposed side of Samples that includes the following:

a. Project name and submittal number.

b. Generic description of Sample.

c. Product name and name of manufacturer.

d. Sample source.

e. Number and title of applicable Specification Section.

f. Specification paragraph number and generic name of each item.

3. Email Transmittal: Provide PDF transmittal. Include digital image file illustrating Sample characteristics, and identification information for record.

4. Web-Based Project Management Software: Prepare submittals in PDF form, and upload to web-based Project software website. Enter required data in web-based software site to fully identify submittal.

5. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set.

a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use.

b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor.

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

a. Number of Samples: Submit one full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Architect will return submittal with options selected.

Submittal Procedures 013300 - 5

7. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection.

a. Number of Samples: Submit three sets of Samples. Architect will retain two Sample sets; remainder will be returned.

1) Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated.

2) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least three sets of paired units that show approximate limits of variations.

D. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form:

E. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of architects and owners, and other information specified.

F. Design Data: Prepare and submit written and graphic information indicating compliance with indicated performance and design criteria in individual Specification Sections. Include list of assumptions and summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Number each page of submittal.

G. Certificates:

1. Certificates and Certifications Submittals: Submit a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. Provide a notarized signature where indicated.

2. Installer Certificates: Submit written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.

3. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents.

Include evidence of manufacturing experience where required.

4. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents.

5. Product Certificates: Submit written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents.

6. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding

Submittal Procedures 013300 - 6

Procedure Specification and Procedure Qualification Record on AWS forms. Include names of firms and personnel certified.

H. Test and Research Reports:

1. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for substrate preparation and primers required.

2. Field Test Reports: Submit written reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents.

3. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents.

4. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents.

5. Product Test Reports: Submit written reports indicating that current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.

6. Research Reports: Submit written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information:

a. Name of evaluation organization.

b. Date of evaluation.

c. Time period when report is in effect.

d. Product and manufacturers' names.

e. Description of product.

f. Test procedures and results.

g. Limitations of use.

1.7 DELEGATED DESIGN SERVICES

A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated.

1. If criteria indicated are insufficient to perform services or certification required, submit a written request for additional information to Architect.

B. Delegated Design Services Certification: In addition to Shop Drawings, Product Data, and other required submittals, submit digitally signed PDF file and if requested, paper copies of certificate, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional.

Submittal Procedures 013300 - 7

1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services.

1.8 CONTRACTOR'S REVIEW

A. Action Submittals and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents.

Note corrections and field dimensions. Mark with approval stamp before submitting to Architect.

B. Contractor's Approval: Indicate Contractor's approval for each submittal with a uniform approval stamp. Include name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

1. Architect will not review submittals received from Contractor that do not have Contractor's review and approval.

1.9 ARCHITECT'S REVIEW

A. Action Submittals: Architect will review each submittal, indicate corrections or revisions required, and return it.

1. PDF Submittals: Architect will indicate, via markup on each submittal, the appropriate action.

2. Paper Submittals: Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action.

3. Submittals by Web-Based Project Management Software: Architect will indicate, on Project management software website, the appropriate action.

B. Informational Submittals: Architect will review each submittal and will not return it, or will return it if it does not comply with requirements. Architect will forward each submittal to appropriate party.

C. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from Architect.

D. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review.

E. Architect will discard submittals received from sources other than Contractor.

F. Submittals not required by the Contract Documents will be returned by Architect without action.

Submittal Procedures 013300 - 8

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 013300

Testing & Inspection Services 014523

STATEMENT OF SPECIAL INSPECTIONS

PROJECT: New Public Works & Fleet Facility for Camden County

LOCATION: 1144 Godley Avenue, Woodbine, GA, 31569

PERMIT APPLICANT:

APPLICANT’S ADDRESS:

ARCHITECT OF RECORD: Rob Evans, AIA, NCARB

STRUCTURAL ENGINEER OF RECORD: Randall S. Crews, PE, SE

MECHANICAL ENGINEER OF RECORD: M. Todd Butler, PE, ELECTRICAL ENGINEER OF RECORD: Brian W. Newland, PE

REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE: Rob Evans, AIA, NCARB

This Statement of Special Inspections is submitted in accordance with Section 1704.3 of the 2018 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 intended to be retained for conducting these inspections. If applicable, it includes Special Inspections for Seismic Resistance and/or Special Inspections for Wind Resistance.

Are Special Inspections for Seismic Resistance included in the Statement of Special Inspections? Yes No Are Special Inspections for Wind Resistance included in the Statement of Special Inspections? Yes No

The Special Inspector(s) shall keep records of all inspections and shall furnish interim inspection reports to the Building Official and to the Registered Design Professional in Responsible Charge at a frequency agreed upon by the Design Professional and the Building Official prior to the start of work. 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 the Building Official and the Registered Design Professional in Responsible Charge prior to completion of that phase of work. A Final Report of Special Inspections documenting required special inspections and corrections of any discrepancies noted in the inspections shall be submitted to the Building Official and the Registered Design Professional in Responsible Charge at the conclusion of the project.

Frequency of interim report submittals to the Registered Design Professional in Responsible Charge:

Weekly Bi-Weekly X Monthly Other; specify:

The Special Inspection program does not relieve the Contractor of the responsibility to comply with the Contract Documents.

Jobsite safety and means and methods of construction are solely the responsibility of the Contractor.

Statement of Special Inspections Prepared by:

Type or print name

Signature Date

Building Official’s Acceptance:

Permit Number:

Frequency of interim report submittals to the Building Official:

Monthly Bi- Monthly Upon Completion Other; specify:

Preparer’s Seal

Special Inspections for Seismic Resistance

See the Schedule of Special Inspections for inspection and testing requirements

Seismic Design Category: B

Special Inspections for Seismic Resistance Required (Yes/No): No Description of seismic force-resisting system subject to special inspection and testing for seismic resistance:

(Where required per IBC Sections 1705.12.1, 1705.12.2, and 1705.12.3) (Special inspections for seismic resistance of structural steel, where required, shall be in accordance with AISC 341)

Description of designated seismic systems subject to special inspection and testing for seismic resistance:

(Required for architectural, electrical and mechanical systems and their components that require design in accordance with Chapter 13 of ASCE 7, have a component importance factor, Ip, greater than one and are in Seismic Design Categories C, D, E or F.)

Description of additional seismic systems and components requiring special inspections:

(Required for systems noted in IBC Section 1705.12.5, 1705.12.6, 1705.12.7, and 1705.12.8.)

Description of additional seismic systems and components requiring testing:

(Where required per IBC Section 1705.13)

Statement of Responsibility:

Each contractor responsible for the construction or fabrication of a system or component described above must submit a Statement of Responsibility.

Special Inspections for Wind Resistance

See the Schedule of Special Inspections for inspection and testing requirements

Allowable Stress Design Wind Speed, Vasd: 113 m.p.h.

Wind Exposure Category: C

Special Inspection for Wind Resistance Required (Yes/No): No (Required in wind exposure Category B, where the allowable stress design wind speed, Vasd, is 120 miles per hour or greater. Required in wind exposure Category C or D, where the allowable stress design wind speed, Vasd, is 110 miles per hour or greater).)

Description of structural wood and cold-formed steel light frame construction main windforce-resisting system subject to special inspections for wind resistance:

(Required for systems noted in IBC Section 1705.11.1 and 1705.11.2).

Description of windforce-resisting components subject to special inspections for wind resistance:

(Required for systems and components noted in IBC Section 1705.11.3)

Statement of Responsibility:

Each contractor responsible for the construction or fabrication of a system or component described above must submit a Statement of Responsibility.

SCHEDULE OF SPECIAL INSPECTIONS SERVICES

PROJECT New Public Works & Fleet Facility for Camden County

MATERIAL / ACTIVITY

SERVICE

APPLICABLE TO THIS PROJECT

Y/N EXTENT AGENT* DATE COMPLETED

1705.1.1 Special Cases (work

unusual in nature, including but not limited to alternative materials and systems, unusual design applications, materials and systems with special manufacturer's requirements - add additional rows as needed.)

Submittal review, shop (3) and/or field inspection

N

1. Inspection of anchors post-installed in solid grouted masonry: Per research reports including verification of anchor type, anchor dimensions, hole dimensions, hole cleaning procedures, anchor spacing, edge distances, masonry unit, grout, masonry compressive strength, anchor embedment and tightening torque

Field inspection

Periodic or as required by the research report issued by an approved source

2. Aggregate Pier Inspection: The special inspector's responsibilities include, but are not limited to, review of the aggregate pier designer's use of soil parameters as presented in the project soils report, and during construction, verification of aggregate properties, type and number of lifts of aggregate, hole size and depths and top elevations of the pier elements, and applied energy. Additionally, results of qualitative tests on production aggregate pier elements such as modulus load testing, uplift pull-out testing, bottom stabilization tests and dynamic cone penetration tests, shall be reviewed to verify compliance with design specifications.

1705.2.1 Structural Steel Construction

1. Fabricator and erector documents (Verify reports and certificates as listed in AISC 360, Section N 3.2 for compliance with construction documents)

Submittal Review

Each submittal

2. Material verification of structural steel Shop (3) and field inspection

N Periodic

3. Structural steel welding:

a. Inspection tasks Prior to Welding (Observe, or perform for each welded joint or member, the QA tasks listed in AISC 360, Table N5.4- 1)

Shop (3) and field inspection

Observe or Perform as noted (4)

b. Inspection tasks During Welding (Observe, or perform for each welded joint or member, the QA

2)

Observe (4)

c. Inspection tasks After Welding (Observe, or perform for each welded joint or member, the QA

3)

d. Nondestructive testing (NDT) of welded joints: see Commentary

1) Complete penetration groove welds 5/16" or greater in risk category III or IV

Shop (3) or field ultrasonic testing - 100%

Periodic

Y/N EXTENT AGENT* DATE COMPLETED

2) Complete penetration groove welds 5/16" or greater in risk category II

Shop (3) or field ultrasonic testing - 10% of welds minimum

3) Welded joints subject to fatigue when required by AISC 360, Appendix 3, Table A-3.1

Shop (3) or field radiographic or Ultrasonic testing

4) Fabricator's NDT reports when fabricator performs NDT Verify reports N Each submittal (5)

4. Structural steel bolting: Shop (3) and field inspection N

a. Inspection tasks Prior to Bolting (Observe, or perform tasks for each bolted connection, in accordance with QA tasks listed in AISC 360, Table N5.6-1)

b. Inspection tasks During Bolting (Observe the QA tasks listed in AISC 360, Table N5.6-2)

1) Pre-tensioned and slip-critical joints

a) Turn-of-nut with matching markings

N Periodic

b) Direct tension indicator N Periodic

c) Twist-off type tension control bolt

d) Turn-of-nut without matching markings

N Continuous

e) Calibrated wrench N Continuous

2) Snug-tight joints Y Periodic SI

c. Inspection tasks After Bolting (Perform tasks for each bolted connection in accordance with QA tasks listed in AISC 360, Table N5.6- 3)

Perform (4)

5. Visual inspection of exposed cut surfaces of galvanized structural steel main members and exposed corners of the rectangular HSS for cracks subsequent to galvanizing

Shop (3) or field inspection

6. Embedments (Verify diameter, grade, type, length, embedment. See

1705.3 for anchors)

Y

SI

7. Verify member locations, braces, stiffeners, and application of joint details at each connection comply with construction documents

1705.2.2 Cold-Formed Steel Deck

1. Manufacturer documents (Verify reports and certificates as listed in SDI QA/QC, Section 2, Paragraphs 2.1 and

2.2 for compliance with construction documents)

2. Material verification of steel deck, mechanical fasteners and welding materials

3. Cold-formed steel deck placement: Shop (3) and field inspection

a. Inspection tasks Prior to Deck Placement (Perform the QA tasks listed in SDI QA/QC, Appendix 1 Table 1.1)

b. Inspection tasks After Deck Placement (Perform the QA tasks

Table 1.2)

4. Cold-formed steel deck welding: Shop (3) and field inspection

a. Inspection tasks Prior to Welding (Observe the QA tasks listed in SDI QA/QC, Appendix 1 Table 1.3)

Y/N EXTENT AGENT* DATE COMPLETED

b. Inspection tasks During Welding (Observe the QA tasks listed in SDI QA/QC, Appendix 1 Table 1.4)

c. Inspection tasks After Welding (Perform the QA tasks listed in SDI QA/QC, Appendix 1 Table 1.5)

5. Cold-formed steel deck mechanical fastening: Shop (3) and field inspection

a. Inspection tasks Prior to Mechanical Fastening (Observe the QA tasks listed in SDI QA/QC, Appendix 1 Table 1.6)

b. Inspection tasks During Mechanical Fastening (Observe the QA tasks listed in SDI QA/QC, Appendix 1 Table 1.7)

c. Inspection tasks After Mechanical Fastening (Perform the QA tasks

Table 1.8)

1705.2.3. Open-Web Steel Joists and Joist Girders

1. Installation of open-web steel joists and joist girders.

a. End connections - welding or bolted. per SJI CJ or SJI 100

N Periodic b.. Bridging - horizontal or diagonal.

1) Standard bridging. per SJI CJ or SJI 100 N Periodic

2) Bridging that differs from the specifications listed in SJI CJ or

SJI 100.

1705.2.4. Cold-Formed Steel Trusses Spanning 60 feet or Greater Verify temporary and permanent restraint/bracing are installed in accordance with the approved truss submittal package

1705.3 Concrete Construction

1. Inspection and placement verification of reinforcing steel and prestressing tendons.

2. Reinforcing bar welding:

a. Verification of weldability of bars other than ASTM A706.

Y Periodic

b. Inspection of single-pass fillet welds 5/16 or less in size.

c. Inspection of all other welds. Y Continuous SI

3. Inspection of anchors cast in concrete. Shop (3) and field inspection

4. Inspection of anchors post-installed in hardened concrete members per research reports, or, if no specific requirements are provided, requirements shall be provided by the registered design professional and approved by the building official, including verification of anchor type, anchor dimensions, hole dimensions, hole cleaning procedures, anchor spacing, edge distances, concrete minimum thickness, anchor embedment and tightening torque

a. Adhesive anchors installed in horizontal or upward-inclined orientation that resist sustained tension loads.

Continuous

b. Mechanical and adhesive anchors note defined in 4a.

5. Verify use of approved design mix Shop (3) and field inspection Y Periodic SI

Y/N EXTENT AGENT* DATE COMPLETED

6. Prior to placement, fresh concrete sampling, perform slump and air content tests and determine temperature of concrete and perform any other tests as specified in construction documents.

7. Inspection of concrete and shotcrete placement for proper application techniques

8. Verify maintenance of specified curing temperature and techniques Shop (3) and field inspection

9. Inspection of prestressed concrete: Shop (3) and field inspection

a. Application of prestressing force N Continuous

b. Grouting of bonded prestressing tendons

10. Inspect erection of precast concrete members

11. Verification of in-situ concrete strength, prior to stressing of tendons in post tensioned concrete and prior to removal of shores and forms from beams and structural slabs

Review field testing and laboratory reports

12. Inspection of formwork for shape, lines, location and dimensions

13. Concrete strength testing and verification of compliance with construction documents

Field testing and review of laboratory reports

1705.4 Masonry Construction

MINIMUM VERIFICATION REQUIREMENTS

(A) Level 1, 2 and 3 Quality Assurance:

1. Prior to construction, verification of compliance of submittals

Prior to Construction

(B) Level 2 & 3 Quality Assurance:

1. Prior to construction verification of f'm and f'AAC except where specifically required by the code

Testing by unit strength method or prism test method

Prior to Construction

2. During construction, verification of Slump Flow and Visual Stability Index (VSI) when self-consolidating grout is delivered to project site.

(C) Level 3 Quality Assurance:

1. During construction, verification of f'm and f'AAC for every 5,000 SF

2. During construction, verification of proportions of materials as delivered to the project site for premixed or preblended mortar, prestressing grout, and grout other than self-consolidating grout.

MINIMUM SPECIAL INSPECTION REQUIREMENTS

(D) Levels 2 and 3 Quality Assurance:

1. As masonry construction begins, verify that the following are in

a. Proportions of the site-prepared mortar Field inspection

N Periodic

b. Grade and size of prestressing tendons and anchorages

Field Inspection

c. Grade, type, and size of reinforcement, anchor bolts, and prestressing tendons and anchorages

Y/N EXTENT AGENT* DATE COMPLETED

d. Prestressing technique Field Inspection N Periodic

e. Properties of thin-bed mortar for AAC masonry

Level 2 - Continuous(b) Level 2 - Periodic(c)

(b) Required for the first 5,000 square feet

(c) Required after the first 5,000 square feet

Level 3 - Continuous

f. Sample panel construction Field Inspection N Level 2 - Periodic

N Level 3 - Continuous

2. Prior to grouting, verify that the following are in compliance:

a. Grout space Field Inspection N Level 2 - Periodic

N Level 3 - Continuous

b. Placement of prestressing tendons and anchorages Field Inspection

c. Placement of reinforcement, connectors, and anchor bolts Field inspection

N Level 2 - Periodic

N Level 3 - Continuous

d. Proportions of site-prepared grout and prestresssing grout for bonded tendons

3. Verify compliance of the following during construction:

a. Materials and procedures with the approved submittals Field inspection

b. Placement of masonry units and mortar joint construction Field Inspection

c. Size and location of structural members Field inspection

d. Type, size, location of anchors, including other details of anchorage of masonry to structural members, frames, or other construction

e. Welding of reinforcement Field inspection

f. Preparation, construction, and protection of masonry during cold weather (temperature below 40oF) or hot weather (temperature above 90oF)

g. Application and measurement of prestressing force Field testing

h. Placement of grout and prestressing grout for bonded tendons is in compliance

i. Placement of AAC masonry units and construction of thin-bed mortar joints

Level 2 - Continuous(b) Level 2 - Periodic(c)

(b) Required for the first 5,000 square feet

(c) Required after the first 5,000 square feet

4. Observe preparation of grout specimens, mortar specimens, and/or prisms

N Level 3 - Continuous

1705.5 Wood Construction

1. For prefabricated wood structural elements, inspection of the fabrication process and assemblies in accordance with Section 1704.2.5.

In-plant review (3)

Required unless fabricator meets the exception requirements of 1704.2.5.1

2. For high-load diaphragms, verify grade and thickness of structural panel sheathing agree with approved building plans.

3. For high-load diaphragms, verify nominal size of framing members at adjoining panel edges, nail or staple diameter and length, number of fastener lines, and that spacing between fasteners in each line and at edge margins agree with approved building plans

Y/N EXTENT AGENT* DATE COMPLETED

4. Metal-plate-connected wood trusses:

a. Verification that permanent individual truss member restraint/bracing has been installed in accordance with the approved truss submittal package when the truss height is greater than or equal to 60".

b. For trusses spanning 60 feet or greater: verify temporary and permanent restraint/bracing are installed in accordance with the approved truss submittal package

1705.6 Soils

1. Verify materials below shallow foundations are adequate to achieve the design bearing capacity.

2. Verify excavations are extended to proper depth and have reached proper material.

3. Perform classification and testing of compacted fill materials. Field inspection

4. Verify use of proper materials, densities, and lift thicknesses during placement and compaction of controlled fill

5. Prior to placement of controlled fill, inspect subgrade and verify that site has been prepared properly

1705.7 Driven Deep Foundations

1. Verify element materials, sizes and lengths comply with requirements

2. Determine capacities of test elements and conduct additional load tests, as required

3. Inspect driving operations and maintain complete and accurate records for each element

4. Verify placement locations and plumbness, confirm type and size of hammer, record number of blows per foot of penetration, determine required penetrations to achieve design capacity, record tip and butt elevations and document any damage to foundation element

5. For steel elements, perform additional inspections per Section 1705.2

See Section 1705.2

See Section 1705.2

6. For concrete elements and concrete-filled elements, perform tests and additional inspections per Section 1705.3

See Section 1705.3

7. For specialty elements, perform additional inspections as determined by the registered design professional in responsible charge

In accordance with construction documents

Y/N EXTENT AGENT* DATE COMPLETED

1705.8 Cast-in-Place Deep Foundations

1.Inspect drilling operations and maintain complete and accurate records for each element

2. Verify placement locations and plumbness, confirm element diameters, bell diameters (if applicable), lengths, embedment into bedrock (if applicable) and adequate end-bearing strata capacity. Record concrete or grout volumes

3. For concrete elements, perform tests and additional inspections in accordance with Section 1705.3

1705.9 Helical Pile Foundations

Verify installation equipment, pile dimensions, tip elevations, final depth, final installation torque and other installation data as required by construction documents.

1705.10 Fabricated items

1. List of fabricated items requiring special inspection during fabrication:

Shop inspection

As noted in each applicable shop activity

PEMB Building Frames Y Periodic SI

2. List of fabricated items to be fabricated on the premises of a fabricator approved to perform such work without special inspection (including name of approved agency providing periodic auditing):

1705.11.1 Structural Wood Special Inspections For Wind Resistance

1. Inspection of field gluing operations of elements of the main windforce-resisting system

2. Inspection of nailing, bolting, anchoring and other fastening of components within the main windforce-resisting system, including wood shear walls, wood diaphragms, drag struts, braces and hold-downs.

1705.11.2 Cold-formed Steel Special Inspections For Wind Resistance 1.Inspection during welding operations of elements of the main windforce-resisting system

2. Inspection of screw attachment, bolting, anchoring and other fastening of components within the main windforce-resisting system, including shear walls, braces, diaphragms, collectors (drag struts) and hold-downs.

1705.11.3 Wind-resisting Components

1. Roof covering, roof deck and roof framing connections. Shop (3) and field inspection N Periodic

2. Exterior wall covering and wall connections to roof and floor diaphragms.

1705.12.1 Structural Steel Special Inspections for Seismic Resistance

1. Seismic force-resisting systems in SDC B, C, D, E, or F. Shop (3) and field inspection N

AISC 341

2. Structural steel elements in SDC B, C, D, E, or F other than those in Item

1. including struts, collectors, chords and foundation elements.

AISC 341

Y/N EXTENT AGENT* DATE COMPLETED

1705.12.2 Structural Wood Special Inspections for Seismic Resistance

1. Field gluing operations of elements of the seismic-force resisting system for SDC C, D, E or F.

2. Nailing, bolting, anchoring and other fastening of components within the seismic-force-resisting system including wood shear walls, wood diaphragms, drag struts, shear panels and hold-downs for SDC C, D, E or F.

1705.12.3 Cold-formed Steel Light-Frame Construction Special Inspections for Seismic Resistance

1. During welding operations of elements of the seismic-force-resisting system for SDC C, D, E or F.

2. Screw attachment, bolting, anchoring and other fastening of components within the seismic-force-resisting system including shear walls, braces, diaphragms, collectors (drag struts) and hold-downs for SDC C, D, E or F.

1705.12.4 Designated Seismic Systems Verification Special Inspections for Seismic Resistance For SDC C, D, E or F, inspect and verify that that the component label, anchorage or mounting conforms to the certificate of compliance in accordance with ASCE 7 Section 13.2.2.

1705.12.5 Architectural Components Special Inspections for Seismic Resistance

1. For SDC D, E or F, inspection during the erection and fastening of exterior cladding and interior or exterior veneer more than 30 feet above grade or walking surface and weighing more than 5 psf.

2. For SDC D, E or F, inspection during the erection and fastening of interior nonbearing walls more than 30 feet above grade or walking surface and weighing more than 15 psf.

3. For SDC D, E or F, inspection during the erection and fastening of exterior nonbearing walls more than 30 feet above grade or walking surface.

4. For SDC D, E or F, inspection during anchorage of access floors Field inspection N Periodic

1705.12.6 Plumbing, Mechanical and Electrical Components Special Inspections for Seismic Resistance

1. Inspection during the anchorage of electrical equipment for emergency or standby power systems in SDC C, D, E or F

2. Inspection during the anchorage of other electrical equipment in SDC E or F

3. Inspection during installation and anchorage of piping systems designed to carry hazardous materials, and their associated mechanical units in SDC C, D, E or F

Y/N EXTENT AGENT* DATE COMPLETED

4. Inspection during the installation and anchorage of HVAC ductwork designed to contain hazardous materials in SDC C, D, E or F

5. Inspection during the installation and anchorage of vibration isolation systems in SDC C, D, E or F where nominal clearance of 1/4 inch or less is required by the approved construction documents

6. Inspection during installation of mechanical and electrical equipment, including duct work, piping systems and their structural supports, where automatic fire sprinkler systems are installed in structures assigned to SDC C, D, E, or F to verify one of the following unless flexible sprinkler hose fittings are used:

a. ASCE/SEI 7, Section 13.2.3 minimum required clearances have been provided.

b. A three inch or greater nominal clearance has been provided between fire protection sprinkler system drops and sprigs and: structural members not used collectively or independently to support the sprinklers; equipment attached to the building structure; and other systems' piping.

1705.12.7 Storage Racks Special Inspections for Seismic Resistance

Inspection during the anchorage of storage racks 8 feet or greater in height in structures assigned to SDC D, E or F.

1705.12.8 Seismic Isolation Systems

Inspection during the fabrication and…