24-Garden City Updated Spec Sections Addendum 4.pdf

Garden City ES Renovations Savannah-Chatham County Public Schools

100% Construction Documents R2 – ADD 4 September 30, 2026

SSOE, Inc.

Project No. 025-00581-00

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TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTS GROUP

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

INTRODUCTORY INFORMATION

000101 PROJECT TITLE PAGE

000107 SEALS PAGE

000110 TABLE OF CONTENTS

SPECIFICATIONS GROUP

GENERAL REQUIREMENTS SUBGROUP

DIVISION 01 - GENERAL REQUIREMENTS

011000 SUMMARY

012100 ALLOWANCES

012200 UNIT PRICES

012300 ALTERNATES

012500 SUBSTITUTION PROCEDURES

013300 SUBMITTAL PROCEDURES

013300.13 SITE SUBMITTAL PROCEDURES

013516 ALTERATION PROJECT PROCEDURES

014000 QUALITY REQUIREMENTS

014001a STATEMENT OF SPECIAL INSPECTIONS

014001b SPECIAL INSPECTIONS FOR WIND

RESISTANCE

014001c SPECIAL INSPECTIONS FOR SEISMIC

RESISTANCE

014001d SCHEDULE OF SPECIAL INSPECTIONS

014001e FINAL REPORT OF SPECIAL INSPECTIONS

014339 MOCKUPS

014500 QUALITY CONTROL

015000 TEMPORARY FACILITIES AND CONTROLS

016000 PRODUCT REQUIREMENTS

017300 EXECUTION

017419 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

017700 CLOSEOUT PROCEDURES

017823 OPERATION AND MAINTENANCE DATA

017839 PROJECT RECORD DOCUMENTS

017900 DEMONSTRATION AND TRAINING

FACILITY CONSTRUCTION SUBGROUP

DIVISION 02 - EXISTING CONDITIONS

024100 SITE DEMOLITION

024119 SELECTIVE DEMOLITION

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DIVISION 03 - CONCRETE

033000 CAST-IN-PLACE CONCRETE

033000.13 SITE CAST-IN-PLACE CONCRETE

034100 PRECAST STRUCTURAL CONCRETE

034500 PRECAST ARCHITECTURAL CONCRETE

DIVISION 04 - MASONRY

040110 MASONRY CLEANING

040120.63 BRICK MASONRY REPAIR

040120.64 BRICK MASONRY REPOINTING

042000 UNIT MASONRY

DIVISION 05 - METALS

050170.63 DECORATIVE METAL REFINISHING

051200 STRUCTURAL STEEL FRAMING

051300 STEEL DECKING

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

061000 ROUGH CARPENTRY

061600 SHEATHING

062013 EXTERIOR FINISH CARPENTRY

062023 INTERIOR FINISH CARPENTRY

064023 INTERIOR ARCHITECTURAL WOODWORK

064100 ARCHITECTURAL WOOD CASEWORK

064216 FLUSH WOOD PANELING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

070150.19 PREPARATION FOR REROOFING

071326 SELF-ADHERING SHEET WATERPROOFING

072100 THERMAL INSULATION

072726 FLUID-APPLIED MEMBRANE AIR BARRIERS

074293 SOFFIT PANELS

075419 POLYVINYL-CHLORIDE (PVC) ROOFING

076200 SHEET METAL FLASHING AND TRIM

077100 ROOF SPECIALTIES

078400 FIRESTOPPING

079100 PREFORMED JOINT SEALS

079200 JOINT SEALANTS

DIVISION 08 - OPENINGS

081113 HOLLOW METAL DOORS AND FRAMES

081416 FLUSH WOOD DOORS

084113 ALUMINUM-FRAMED ENTRANCES AND

STOREFRONTS

087100 DOOR HARDWARE

088000 GLAZING

088813 FIRE-RATED GLAZING

089119 FIXED LOUVERS

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DIVISION 09 - FINISHES

092216 NON-STRUCTURAL METAL FRAMING

092900 GYPSUM BOARD

093013 CERAMIC TILING

095113 ACOUSTICAL PANEL CEILINGS

096513 RESILIENT BASE AND ACCESSORIES

096519 RESILIENT TILE AND PLANK FLOORING

096536 STATIC-CONTROL RESILIENT FLOORING

096566 RESILIENT ATHLETIC FLOORING

096813 TILE CARPETING

097723 FABRIC-WRAPPED PANELS

099114 EXTERIOR PAINTING (MPI STANDARDS)

099124 INTERIOR PAINTING (MPI STANDARDS)

099601 HIGH-PERFORMANCE COATINGS (MPI

STANDARDS)

DIVISION 10 - SPECIALTIES

101100 VISUAL DISPLAY UNITS

101416 PLAQUES

101423 PANEL SIGNAGE

102113.17 PHENOLIC-CORE TOILET COMPARTMENTS

102123 CUBICLE CURTAINS AND TRACK

102600 WALL AND DOOR PROTECTION

102800 TOILET, BATH, AND LAUNDRY ACCESSORIES

104300 EMERGENCY AID SPECIALTIES

104413 FIRE PROTECTION CABINETS

104416 FIRE EXTINGUISHERS

105613 METAL STORAGE SHELVING

107516 GROUND-SET FLAGPOLES

DIVISION 11 - EQUIPMENT

114000 FOODSERVICE EQUIPMENT

115213 PROJECTION SCREENS

116143 STAGE CURTAINS

116623 GYMNASIUM EQUIPMENT

116800 PLAY FIELD EQUIPMENT AND STRUCTURES

DIVISION 12 - FURNISHINGS

122113 HORIZONTAL LOUVER BLINDS

122413 ROLLER WINDOW SHADES

123661 SIMULATED STONE COUNTERTOPS

FACILITY SERVICES SUBGROUP

DIVISION 21 - FIRE SUPPRESSION

210529 HANGERS AND SUPPORTS FOR FIRE-

SUPPRESSION PIPING AND EQUIPMENT

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210553 IDENTIFICATION FOR FIRE-SUPPRESSION

PIPING AND EQUIPMENT

211000 WATER-BASED FIRE-SUPPRESSION

SYSTEMS

DIVISION 22 - PLUMBING

220500 COMMON WORK RESULTS FOR PLUMBING

220523 GENERAL-DUTY VALVES FOR PLUMBING

PIPING

220529 HANGERS AND SUPPORTS FOR PLUMBING

PIPING AND EQUIPMENT

220553 IDENTIFICATION FOR PLUMBING PIPING AND

EQUIPMENT

220593 TESTING, ADJUSTING, AND BALANCING FOR

PLUMBING

220719 PLUMBING PIPING INSULATION

221116 DOMESTIC WATER PIPING

221119 DOMESTIC WATER PIPING SPECIALTIES

221316 SANITARY WASTE AND VENT PIPING

221319 SANITARY WASTE PIPING SPECIALTIES

221319.13 SANITARY DRAINS

221414 STORM DRAINAGE PIPING

221423 STORM DRAINAGE PIPING SPECIALTIES

223300 ELECTRIC, DOMESTIC-WATER HEATERS

224100 RESIDENTIAL PLUMBING FIXTURES

224200 COMMERCIAL PLUMBING FIXTURES

224700 DRINKING FOUNTAINS AND WATER

COOLERS

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

230001 ARCH CRITERIA FOR DIV 23

230010 MECHANICAL GENERAL PROVISIONS

230016 PRESSURE TESTING

230017 BASIC MATERIALS AND METHODS

230120 WATER SPECIALTIES

230130 EXISTING HVAC AIR DISTRIBUTION SYSTEM

CLEANING

230171 MOTOR STARTERS

230500 COMMON WORK RESULTS FOR HVAC

230510 HVAC SYSTEM PIPING

230523 VALVES – WOG SERVICE

230593 TEST AND BALANCE

230713 INSULATION

230786 WATER SOURCE HEAT PUMPS

230890 DUCTWORK

231410 WATER TREATMENT SYSTEMS

233000 AIR DISTRIBUTION EQUIPMENT

233100 DUCTWORK, PLENUMS AND CASINGS

233300 AIR DUCT ACCESSORIES

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233353 DUCT LINERS

235210 HEAT GENERATION EQUIPMENT (ELECTRIC)

238310 ENERGY MANAGEMENT CONTROL SYSTEM

DIVISION 26 - ELECTRICAL

260010 SUPPLEMENTAL REQUIREMENTS FOR

ELECTRICAL

260519 LOW-VOLTAGE ELECTRICAL POWER

CONDUCTORS AND CABLES

260526 GROUNDING AND BONDING FOR

ELECTRICAL SYSTEMS

260529 HANGERS AND SUPPORTS FOR ELECTRICAL

SYSTEMS

260533.13 CONDUITS FOR ELECTRICAL SYSTEMS

260533.16 BOXES AND COVERS FOR ELECTRICAL

SYSTEMS

260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS

260923 LIGHTING CONTROL DEVICES

262413 SWITCHBOARDS

262726 WIRING DEVICES

265000 LIGHTING

DIVISION 27 – COMMUNICATION

271010 INTELLIGENT FIRE ALARM SYSTEM

DIVISION 31 - EARTHWORK

310000 EARTHWORK

311000 CLEARING AND GRUBBING

312500GA EROSION AND SEDIMENTATION CONTROLS

(GA)

313700 RIP-RAP

DIVISION 32 - EXTERIOR IMPROVEMENTS

321123 AGGREGATE BASE COURSES

321216 ASPHALT PAVING

321413.19 PERMEABLE CONCRETE PAVERS

321723 PAVEMENT MARKINGS

323113 CHAIN LINK FENCES AND GATES

DIVISION 33 - UTILITIES

331416 WATER DISTRIBUTION

333113 SANITARY SEWER

334000 STORM DRAINAGE

END OF TABLE OF CONTENTS

Garden City ES Renovations 100% Construction Documents R2 – ADD 4 Savannah-Chatham County Public Schools September 30, 2026

SSOE, Inc. 014001a - 1 Project No. 025-00581-00 STATEMENT OF SPECIAL INSPECTIONS

STATEMENT OF SPECIAL INSPECTIONS

PROJECT: GARDEN CITY ELEMENTARTY SCHOOL RENOVATIONS

LOCATION:4037 KESSLER AVENUE, GARDEN CITY, GA 31408

PERMIT APPLICANT: KIRK MARCHISEN.

APPLICANT’S ADDRESS: 100 PEACHTREE ST. NW, SUITE 2500 ATLANTA GA 30303.

ARCHITECT OF RECORD: SSOE, KIRK MARCHISEN, AIA

STRUCTURAL ENGINEER OF RECORD: SSOE, AARON G. NOYES, PE, SE

MECHANICAL ENGINEER OF RECORD: SSOE, MICHAEL STEVENSON, PE

ELECTRICAL ENGINEER OF RECORD: SSOE, JAY STECH, PE

REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE: KIRK MARCHISEN, AIA

This Statement of Special Inspections is submitted in accordance with Section 1704.3 of the 2024 International Building Code. It includes a Schedule of Special Inspections 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 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:

Aaron G. Noyes, PE, SE Type or print name

Signature Date

Building Official’s Acceptance:

Permit Number:

Preparer’s Seal

SSOE, Inc.

Project Number 025-0581-00

SPECIAL INSPECTIONS FOR WIND RESISTANCE

014001b - 1

Special Inspections for Wind Resistance

See the Schedule of Special Inspections for inspection and testing requirements

Allowable Stress Design Wind Speed, Vasd: 115 m.p.h.

Wind Exposure Category: C

Special Inspection for Wind Resistance Required (Yes/No): YES (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).

N/A

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.

SSOE, Inc. 014001c - 1 Project No. 025-00581-00 SI FOR SEISMIC RESISTANCE

Special Inspections for Seismic Resistance

See the Schedule of Special Inspections for inspection and testing requirements

Seismic Design Category: C

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.

Savannah- Chatham County Public Schools

100% Construction Documetns R2 - ADD 4

September 30, 2026

PROJECT

APPLICABLE TO THIS PROJECT

MATERIAL / ACTIVITY SERVICE 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

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 Y

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.

Field inspection N

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

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 Y Each submittal 2

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

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 Y Observe or Perform as noted (4)

b. Inspection tasks During Welding

(Observe, or perform for each welded joint or member, the QA tasks listed in AISC 360, Table N5.4-

2)

Shop (3) and field inspection Y Observe (4) 2

c. Inspection tasks After Welding

(Observe, or perform for each welded joint or member, the QA tasks listed in AISC 360, Table N5.4-

3)

Shop (3) and field inspection Y Observe or Perform as noted (4)

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% N Periodic

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

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

N Periodic

SCHEDULE OF SPECIAL INSPECTIONS SERVICES

1705.2.1 Structural Steel Construction

SSOE, Inc.

Project Number 024-00634-00

SCHEDULE OF SPECIAL INSPECTION SERVICES

014001d - 1

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September 30, 2026

PROJECT

APPLICABLE TO THIS PROJECT

MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED

SCHEDULE OF SPECIAL INSPECTIONS SERVICES

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 N Periodic

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

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

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)

Y Observe or Perform as noted (4)

b. Inspection tasks During Bolting

(Observe the QA tasks listed in

AISC 360, Table N5.6-2)

Y Observe (4) 2

1) Pre-tensioned and slip-critical joints N/A

a) Turn-of-nut with matching markings N/A Periodic

b) Direct tension indicator N/A Periodic

c) Twist-off type tension control bolt N/A Periodic

d) Turn-of-nut without matching markings N/A Continuous

e) Calibrated wrench Continuous

2) Snug-tight joints Y Periodic 2

c. Inspection tasks After Bolting

(Perform tasks for each bolted connection in accordance with QA tasks listed in AISC 360, Table

N5.6-3)

Y Perform (4) 2

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 Y Periodic 2

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

1705.3 for anchors)

Field inspection Y Periodic 2

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

Field inspection Y Periodic 2

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)

Submittal Review Y Each submittal 2

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

Shop (3) and field inspection Y Periodic 2

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)

Y Perform (4) 2

b. Inspection tasks After Deck

Placement (Perform the QA tasks listed in SDI QA/QC, Appendix 1

Table 1.2)

Y Perform (4) 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 Observe (4) 2

b. Inspection tasks During Welding

(Observe the QA tasks listed in SDI

QA/QC, Appendix 1 Table 1.4)

Y Observe (4) 2

c. Inspection tasks After Welding

(Perform the QA tasks listed in SDI

QA/QC, Appendix 1 Table 1.5)

Y Perform (4) 2

1705.2.2 Cold-Formed Steel Deck

SSOE, Inc.

Project Number 024-00634-00

014001d - 2

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September 30, 2026

PROJECT

APPLICABLE TO THIS PROJECT

MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED

SCHEDULE OF SPECIAL INSPECTIONS SERVICES

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)

Y Observe (4) 2

b. Inspection tasks During

Mechanical Fastening (Observe the

QA tasks listed in SDI QA/QC, Appendix 1 Table 1.7)

Y Observe (4) 2

c. Inspection tasks After Mechanical

Fastening (Perform the QA tasks listed in SDI QA/QC, Appendix 1

Table 1.8)

Y Perform (4) 2

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

a. End connections - welding or bolted.

per SJI CJ or SJI 100 Y Periodic 2 b.. Bridging - horizontal or diagonal.

1) Standard bridging. per SJI CJ or SJI 100 Y Periodic 2

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

SJI 100.

Y Periodic 2

Verify temporary and permanent restraint/bracing are installed in accordance with the approved truss submittal package

Field inspection N Periodic

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

Shop (3) and field inspection Y Periodic 2

2. Reinforcing bar welding:

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

N/A Periodic

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

N/A Periodic

c. Inspection of all other welds. N/A Continuous

3. Inspection of anchors cast in concrete.

Shop (3) and field inspection Y Periodic 2

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

Field inspection Y

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

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

Y Continuous 2

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

Y Periodic 2

5. Verify use of approved design mix Shop (3) and field inspection Y Periodic 2

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.

Shop (3) and field inspection Y Continuous 2

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

Shop (3) and field inspection Y Continuous 2

8. Verify maintenance of specified curing temperature and techniques Shop (3) and field inspection Y Periodic 2

1705.2.3. Open-Web Steel Joists and Joist Girders

1705.2.4. Cold-Formed Steel Trusses Spanning 60 feet or Greater

1705.3 Concrete Construction

SSOE, Inc.

Project Number 024-00634-00

014001d - 3

100% Construction Documetns R2 - ADD 4

September 30, 2026

PROJECT

APPLICABLE TO THIS PROJECT

MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED

SCHEDULE OF SPECIAL INSPECTIONS SERVICES

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

a. Application of prestressing force N/A Continuous

b. Grouting of bonded prestressing tendons N/A Continuous

10. Inspect erection of precast concrete members N/A Periodic

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 Y Periodic 2

12. Inspection of formwork for shape, lines, location and dimensions Field inspection Y Periodic 2

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

Field testing and review of laboratory reports Y Periodic 2

1. Prior to construction, verification of compliance of submittals

Submittal Review Y Prior to Construction 2

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 Y Prior to Construction 2

2. During construction, verification of Slump Flow and Visual Stability

Index (VSI) when self-consolidating grout is delivered to project site.

Testing by unit strength method or prism test method Y Periodic 2

1. During construction, verification of f'm and f'AAC for every 5,000 SF Testing by unit strength method or prism test method Y Periodic 2

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.

Field inspection Y Periodic 2

a. Proportions of the site-prepared mortar Field inspection N Periodic

b. Grade and size of prestressing tendons and anchorages Field Inspection N Periodic

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

Field Inspection N Periodic

(D) Levels 2 and 3 Quality Assurance:

1705.4 Masonry Construction

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

(B) Level 2 & 3 Quality Assurance:

(C) Level 3 Quality Assurance:

MINIMUM VERIFICATION REQUIREMENTS

MINIMUM SPECIAL INSPECTION REQUIREMENTS

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

SSOE, Inc.

Project Number 024-00634-00

014001d - 4

100% Construction Documetns R2 - ADD 4

September 30, 2026

PROJECT

APPLICABLE TO THIS PROJECT

MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED

SCHEDULE OF SPECIAL INSPECTIONS SERVICES

d. Prestressing technique Field Inspection N/A Periodic

e. Properties of thin-bed mortar for AAC masonry N

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 N Level 3 - Continuous

N Level 2 - Periodic N Level 3 - Continuous

N Level 2 - Periodic N Level 3 - Continuous

b. Placement of prestressing tendons and anchorages Field Inspection N Periodic

N Level 2 - Periodic N Level 3 - Continuous

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

Field Inspection N Periodic

a. Materials and procedures with the approved submittals Field inspection N Periodic

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

c. Size and location of structural members Field inspection N Periodic

N Level 2 - Periodic

N Level 3 - Continuous

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

N

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 N Level 3 - Continuous

N Level 2 - Periodic

N Level 3 - Continuous

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

In-plant review (3) N Periodic

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

Field inspection N Periodic

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

Field inspection N Periodic

1705.5 Wood Construction

Field Inspection

f. Sample panel construction Field Inspection

Field inspection

3. Verify compliance of the following during construction:

Field inspection

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

Field inspection

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

Field inspection N Continuous

N Continuous

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

Field inspection N Periodic

N Continuous

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

Field inspection

e. Welding of reinforcement Field inspection

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

a. Grout space Field Inspection

g. Application and measurement of prestressing force Field testing

c. Placement of reinforcement, connectors, and anchor bolts

SSOE, Inc.

Project Number 024-00634-00

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PROJECT

APPLICABLE TO THIS PROJECT

MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED

SCHEDULE OF SPECIAL INSPECTIONS SERVICES

4. Metal-plate-connected wood trusses:

N

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".

Field inspection N Periodic

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

Field inspection N Periodic

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

Field inspection Y Periodic 2

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

Field inspection Y Periodic 2

3. Perform classification and testing of compacted fill materials.

Field inspection Y Periodic 2

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

Field inspection Y Continuous 2

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

Field inspection Y Periodic 2

1. Verify element materials, sizes and lengths comply with requirements Field inspection N Continuous

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

Field inspection N Continuous

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

Field inspection N Continuous

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

Field inspection N Continuous

5. For steel elements, perform additional inspections per Section

1705.2

See Section 1705.2 N 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 N See Section 1705.3

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

Field inspection N

In accordance with construction documents

1705.6 Soils

1705.7 Driven Deep Foundations

SSOE, Inc.

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PROJECT

APPLICABLE TO THIS PROJECT

MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED

SCHEDULE OF SPECIAL INSPECTIONS SERVICES

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

Field inspection N Continuous

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

Field inspection N Continuous

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

See Section 1705.3 N See Section 1705.3

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

Field inspection N Continuous

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

Shop inspection N

As noted in each applicable shop activity

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):

N

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

Field inspection N Continuous

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.

Shop (3) and field inspection N Periodic

1.Inspection during welding operations of elements of the main windforce-resisting system

Shop (3) and field inspection N Periodic

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.

Shop (3) and field inspection N Periodic

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.

Shop (3) and field inspection N Periodic

1. Seismic force-resisting systems in

SDC B, C, D, E, or F.

Shop (3) and field inspection N

In accordance with

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.

Shop (3) and field inspection N In accordance with

AISC 341

1705.11.1 Structural Wood Special Inspections For Wind Resistance

1705.11.2 Cold-formed Steel Special Inspections For Wind Resistance

1705.11.3 Wind-resisting Components

1705.12.1 Structural Steel Special Inspections for Seismic Resistance

1705.8 Cast-in-Place Deep Foundations

1705.9 Helical Pile Foundations

1705.10 Fabricated items

SSOE, Inc.

Project Number 024-00634-00

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PROJECT

APPLICABLE TO THIS PROJECT

MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED

SCHEDULE OF SPECIAL INSPECTIONS SERVICES

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

Field inspection N Continuous

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.

Shop (3) and field inspection N Periodic

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

F.

Shop (3) and field inspection N Periodic

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.

Shop (3) and field inspection N Periodic

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.

Field inspection N Periodic

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.

Field inspection N Periodic

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.

Field inspection N Periodic

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.

N

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

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

Field inspection N Periodic

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

Field inspection N Periodic

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

Field inspection N Periodic

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

1705.12.4 Designated Seismic Systems Verification Special Inspections for Seismic Resistance

1705.12.5 Architectural Components Special Inspections for Seismic Resistance

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

1705.12.2 Structural Wood Special Inspections for Seismic Resistance

SSOE, Inc.

Project Number 024-00634-00

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PROJECT

APPLICABLE TO THIS PROJECT

MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED

SCHEDULE OF SPECIAL INSPECTIONS SERVICES

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

Field inspection N Periodic

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

Field inspection N Periodic

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:

N

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

Field inspection N Periodic

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.

Field inspection N Periodic

Inspection during the anchorage of storage racks 8 feet or greater in height in structures assigned to SDC

D, E or F.

Field inspection N Periodic

Inspection during the fabrication and installation of isolator units and energy dissipation devices used as part of the seismic isolation system in structures assigned to SDC B, C, D, E or F.

Shop and field inspection N Periodic

Inspection of installation of cold-formed steel special bolted moment frames in the seismic force-resisting systems in structures assigned to

SDC D, E or F.

Field inspection N Periodic

1. Nondestructive testing of structural steel in the seismic force-resisting systems in accordance with AISC

341 in structures assigned to SDC B, C, D, E or F.

Field test N Periodic

2. Nondestructive testing of structural steel elements in the seismic force-resisting systems not covered in 1 above including struts, collectors, chords and foundation elements in accordance with AISC 341 in structures assigned to SDC B, C, D, E or F.

Field test N Periodic

1705.12.8 Seismic Isolation Systems

1705.12.9 Cold-formed Steel Special Bolted Moment Frames

1705.13.1 Structural Steel Testing for Seismic Resistance

1705.12.7 Storage Racks Special Inspections for Seismic Resistance

SSOE, Inc.

Project Number 024-00634-00

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PROJECT

APPLICABLE TO THIS PROJECT

MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED

SCHEDULE OF SPECIAL INSPECTIONS SERVICES

Review certificate of compliance for designated seismic system components in structures assigned to

SDC B, C, D, E or F.

Certificate of compliance review N Each submittal

Review certificate of compliance for designated seismic system components in structures assigned to

SDC C, D, E or F

Certificate of compliance review N Each submittal

Test seismic isolation system in accordance with ASCE 7 Section

17.8 in structures assigned to SDC B, C, D, E or F.

Prototype testing N Per ASCE 7

1. Verify surface condition preparation of structural members Field inspection N Periodic

2. Verify minimum thickness of sprayed fire-resistant materials applied to structural members

Field inspection N Periodic

3. Verify density of the sprayed fire-resistant material complies with approved fire-resistant design

Field inspection and testing N Per IBC Section

1705.14.5

4. Verify the cohesive/adhesive bond strength of the cured sprayed fire-resistant material

Field inspection and testing N Per IBC Section

1705.14.6

5. Condition of finished application Field inspection N Periodic

Inspect and test mastic and intumescent fire-resistant coatings applied to structural elements and decks per AWCI 12-B

Field inspection and testing N Periodic

Inspection of water-resistive barrier over sheathing substrate Field inspection N Periodic

1. Inspect penetration firestop Field testing N Per ASTM E2174

2. Inspect fire-resistant joint systems Field testing N Per ASTM E2393

1. Leakage testing and recording of device locations prior to concealment

Field testing N Periodic

2. Prior to occupancy and after sufficient completion, pressure difference testing, flow measurements, and detection and control verification

Field testing N Periodic

* INSPECTION AGENTS

FIRM ADDRESS TELEPHONE NO.

1. SSOE|S&W 100 Peachtree St. NW, Suite 2500, Atlanta, GA 30303 404-522-8888

2. TESTING AGENT (TBD)

3.

4.

Notes: 1. The inspection and testing agent(s) shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official prior to commencing work. The qualifications of the Special Inspector(s) and/or testing agencies may be subject to the approval of the Building Official and/or the Design Professional.

2. The list of Special Inspectors may be submitted as a separate document, if noted so above.

3. Shop Inspections of fabricated items are not required where the fabricator is approved in accordance with IBC Section 1704.2.5.1 and listed in activity 1709.2.

4. Observe: Observe on a random basis, operations need not be delayed pending these inspections. Perform: These tasks shall be performed for each welded joint, bolted connection, or steel element.

5. NDT of welds completed in an approved fabricator's shop may be performed by that fabricator when approved by the AHJ. Refer to AISC 360, N6.

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

DATE: 1/10/2023

1705.18 Smoke Control Systems

1705.13.4 Seismic Isolation Systems

1705.14 Sprayed Fire-resistant Materials

1705.15 Mastic and Intumescent Fire-Resistant Coatings

1705.16 Exterior Insulation and Finish Systems (EIFS)

1705.17 Fire-Resistant Penetrations and Joints

1705.13.2 Seismic Certification of Nonstructural Components

Notes: 1. The inspection and testing agent(s) shall be engaged by the Owner or the Owner's Agent, and not by the

SSOE, Inc.

Project Number 024-00634-00

014001d - 10

SSOE, Inc.

Project Number . 025-00581-00

FINAL REPORT OF SPECIAL INSPECTIONS

014001e - 1

FINAL REPORT OF SPECIAL INSPECTIONS

PROJECT: GARDEN CITY ELEMENTARY SCHOOL RENOVATIONS

LOCATION: 4037 KESSLER AVENUE, GARDEN CITY, GA 31408.

PERMIT APPLICANT: KIRK MARCHISEN.

APPLICANT’S ADDRESS: 100 PEACHTREE ST. NW, SUITE 2500 ATLANTA GA 30303.

ARCHITECT OF RECORD: SSOE, KIRK MARCHISEN, AIA

STRUCTURAL ENGINEER OF RECORD: SSOE, AARON G. NOYES, PE, SE

MECHANICAL ENGINEER OF RECORD: SSOE, MICHAEL STEVENSON, PE

ELECTRICAL ENGINEER OF RECORD: SSOE, JAY STECH, PE

REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE: KIRK MARCHISEN, AIA

To the best of my information, knowledge, and belief, which are based upon observations or diligent supervision of our inspection services for the above-referenced Project, I hereby state that the special inspections or testing required for this Project, and designated for this Agent in the Schedule of Special Inspection Services, have been completed in accordance with the Contract Documents.

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.

Interim reports submitted prior to this final report and numbered to form a basis for and are to be considered an integral part of this final report. The following discrepancies that were outstanding since the last interim report dated have been corrected:

(Attach 8 ½”x11” continuation sheet(s) if required to complete the description of corrections)

Prepared By:

Special Inspection Agent/Firm

Type or print name

Project Number 025-00581-00

033000 - 1

CAST-IN-PLACE CONCRETE

SECTION 033000 - CAST-IN-PLACE CONCRETE

PART 1 – GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. Section includes cast-in place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes, for the following:

1. Footings.

2. Foundation walls.

3. Slab-on grade.

4. Slabs on metal deck.

5. Retaining walls.

B. Related Requirements:

1. Section 013000, “Submittal”.

2. Section 072100, “Thermal Insulation”.

1.3 DEFINITIONS

A. Cementitious Materials: Portland cement alone or in combination with fly ash; subject to compliance with requirements.

1.4 PREINSTALLATION MEETINGS

A. Pre-construction Meeting: Prior to beginning concrete placement, Contractor shall schedule meeting with Design Professional, Testing Agency, Testing Laboratory representative, concrete supplier, concrete placing and finishing foreman and other affected subcontractors.

Discuss placing procedures, consistency and setting characteristics of the concrete, acceptability of formwork and reinforcement, acceptable tolerances and finishes, material inspections and testing procedures, curing and protection. Contractor shall be responsible for keeping minutes of meeting and distributing to attending parties.

1.5 ACTION SUBMITTALS

A. Product Data: For each type of product indicated.

B. Design Mixtures: For each concrete mixture. Submit alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments.

033000 - 2

CAST-IN-PLACE CONCRETE

1. Indicate amounts of mixing water to be withheld for later addition at Project site. The amount of water added on site shall not exceed the amount that was withheld at the Batch Plant. The amount of water that was withheld at the batch plant shall be noted on the Delivery Ticket.

C. Steel Reinforcement Shop Drawings: Placing drawings that detail fabrication, bending, and placement. Include bar sizes, lengths, material, grade, bar schedules, stirrup spacing, bent bar diagrams, bar arrangement, splices and laps, mechanical connections, tie spacing, hoop spacing, embeds, openings in concrete, and supports for concrete reinforcement.

1.6 INFORMATION SUBMITTALS

A. Qualification Data: For testing agency.

B. Material Test Reports: For the following, from a qualified testing agency, indicating compliance with requirements:

1. Aggregates.

C. Material Certificates: For each of the following, signed by manufacturers:

1. Cementitious materials.

2. Admixtures.

3. Steel reinforcement and accessories.

4. Curing compounds.

5. Bonding agents.

6. Vapor retarders.

7. Semi-rigid joint filler.

8. Joint-filler strips.

D. Field quality-control test and inspection reports.

1.7 QUALITY ASSURANCE

A. Installer Qualifications: A qualified installer who employs on Project personnel qualified as

ACI- certified Flatwork Technician and Finisher and a supervisor who is an ACI-certified Concrete Flatwork Technician.

B. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94 requirements for production facilities and equipment.

1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete

Production Facilities."

C. Testing Agency Qualifications: An independent agency, qualified according to ASTM C

1077 and ASTM E 329 for testing indicated, as documented according to ASTM E 548.

1. Personnel conducting field tests shall be qualified as ACI Concrete Field-Testing

Technician, Grade 1, according to ACI CP-01 or an equivalent certification program.

2. Personnel performing laboratory tests shall be ACI-certified Concrete Strength

Testing Technician and Concrete Laboratory Testing Technician - Grade I.

Testing Agency laboratory supervisor shall be an ACI-certified Concrete Laboratory

033000 - 3

CAST-IN-PLACE CONCRETE

Testing Technician - Grade II.

3. The Testing Laboratory shall meet “Recommended Requirements for Independent

Laboratory Qualifications”, latest edition, as published by the “American Council of Independent Laboratory Qualification.”

4. The testing machines which are used by the Testing Laboratory for this project shall be calibrated at intervals not exceeding 12 months by devices of accuracy traceable to the National Bureau of Standard. The Testing Laboratory shall submit a copy of certificate of calibration made by an accredited calibration agency to the Owner and to the Architect.

D. Source Limitations: Obtain each type or class of cementitious material of the same brand from the same manufacturer's plant, obtain aggregate from one source, and obtain admixtures through one source from a single manufacturer.

E. ACI Publications: Comply with the following unless modified by requirements in the Contract

Documents:

1. ACI 301, "Specification for Structural Concrete," Sections 1 through 5 and Section 7, "Lightweight Concrete".

2. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials."

F. Concrete Testing Service: Concrete testing shall be performed by an independent testing agency selected and paid by Owner. The Contractor shall notify Testing Agency 48 hours prior to pending concrete placement. The Contractor shall be responsible for all costs associated with retesting of materials and/or installations failing to comply with contract criteria. (The Testing Agency shall invoice these additional re-tests/ re-inspections to the Owner separately.)

G. The Testing Agency shall obtain and review the project plans and specifications with the

Architect and Engineer six (6) weeks prior to the start of construction. The Testing Agency/Testing Laboratory shall refer to Specifications 01400 “Testing Laboratory Services” for additional information.

1.8 DELIVERY, STORAGE, AND HANDLING

A. Steel Reinforcement: Deliver, store, and handle steel reinforcement to prevent bending and damage.

B. Deliver reinforcement in bundles with waterproof tags. Maintain tags attached until material is incorporated into work.

C. Prevent accumulation of rust or debris on reinforcement during storing. Store off ground and under cover.

D. Waterstops: Store waterstops under cover to protect from moisture, sunlight, dirt, oil, and other contaminants.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. In other Part 2 articles where titles below introduce lists, the following requirements apply to

033000 - 4

CAST-IN-PLACE CONCRETE

product selection:

1. Products: Subject to compliance with requirements, provide one of the products specified.

2. Manufacturers: Subject to…