003_Phase 2_Project Manual Vol 1of 2_19May20.pdf

Camp Atterbury

Barracks and BOQ

Renovations – Phase 2

P.O. Box 5000

Edinburgh, IN 46124

PROJECT MANUAL

CONSTRUCTION DOCUMENTS

Vol. 1 of 2

Div. 02, 03, 04, 05, 06, 07, 08, 09, 10, 12

State of Indiana Project 2020-008

Bid Packages 3, 8, 9, 10, 11, 12

May 19, 2020

ARCHITECT/ENGINEER

157 EAST MARYLAND STREET

INDIANAPOLIS, INDIANA 46204

317.633.4120

DLZ Project #1963-1020-90

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Camp Atterbury JMTC DLZ Project No. 1963-1020-90

Barracks and BOQ Restoration State of Indiana Project 2020-008

SEALS PAGE 000107-1

SECTION 000107 – SEALS PAGE

SPECIFICATIONS FOR

CAMP ATTERBURY

BARRACKS AND BOQ RENOVATIONS

P.O. Box 5000

Edinburg, IN 46124

MaY 19, 2020

Certified by:

DLZ INDIANA, LLC

Architects & Engineers

157 East Maryland Street

Indianapolis, Indiana 46204

(317) 633-4120

Jamie Poczekay Eric Ratts, AIA

Site Development Architecture

Camp Atterbury JMTC DLZ Project No. 1963-1020-90

Barracks and BOQ Restoration State of Indiana Project 2020-008

SEALS PAGE 000107-2

Elliott Allen Eric S. Acker

Structural Mech. / Plumb / Fire Protection

Marvin Hitchcock, PE

Electrical Engineer

TABLE OF CONTENTS 000110 - 1

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BOQ and Barracks Renovation State of Indiana Project 2020-008

SPECIFICATIONS TABLE OF CONTENTS

VOLUME 1

DIVISION 01 – GENERAL REQUIREMENTS

014535 STRUCTURAL INSPECTIONS AND TESTING

DIVISION 02 – EXISTING CONDITIONS

024119 SELECTIVE DEMOLITION

DIVISION 03 – CONCRETE

031000 CONCRETE FORMING AND ACCESSORIES

032000 CONCRETE REINFORCING

033000 CAST-IN-PLACE CONCRETE

DIVISION 04 – MASONRY

042200 CONCRETE UNIT MASONRY

DIVISION 05 – METALS

055000 METAL FABRICATIONS

DIVISION 06 – WOOD, PLASTICS AND COMPOSITES

061600 SHEATHING

061753 SHOP-FABRICATED WOOD TRUSSES

062023 INTERIOR FINISH CARPENTRY

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

072100 THERMAL INSULATION

072600 VAPOR RETARDERS

072726 FLUID-APPLIED MEMBRANE AIR BARRIERS

074113.16 STANDING-SEAM METAL ROOF PANELS

074213.19 INSULATED METAL CEILING PANELS

074293 SOFFIT PANELS

077253 SNOW GUARDS

TABLE OF CONTENTS 000110 - 2

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BOQ and Barracks Renovation State of Indiana Project 2020-008

079200 JOINT SEALANTS

DIVISION 08 – OPENINGS

081113 HOLLOW METAL DOORS AND FRAMES

083113 ACCESS DOORS AND FRAMES

087111 DOOR HARDWARE

DIVISION 09 – FINISHES

092216 NON-STRUCTURAL METAL FRAMING

092900 GYPSUM BOARD

096513 RESILIENT BASE AND ACCESSORIES

096725 SEAMLESS SHOWER COATINGS

099113 EXTERIOR PAINTING

099123 INTERIOR PAINTING

DIVISION 10 – SPECIALTIES

101423 ROOM-IDENTIFICATION PANEL SIGNAGE

102600 WALL AND DOOR PROTECTION

DIVISION 11 – EQUIPMENT

NO WORK IN THIS DIVISION

DIVISION 12 – FURNISHINGS

123661.16 SOLID SURFACING MATERIAL

DIVISION 13 – SPECIAL CONSTRUCTION

NO WORK IN THIS SECTION

DIVISION 14 – CONVEYING EQUIPMENT

NO WORK THIS SECTION

TABLE OF CONTENTS 000110 - 3

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BOQ and Barracks Renovation State of Indiana Project 2020-008

VOLUME 2

DIVISION 21 – FIRE SUPPRESSION

210513 COMMON MOTOR REQUIREMENTS FOR FIRE SUPPRESSION EQUIPMENT

210517 SLEEVES AND SLEEVE SEALS FOR FIRE-SUPPRESSION PIPING

210518 ESCUTCHEONS FOR FIRE-SUPPRESSION PIPING

210523 GENERAL-DUTY VALVES FOR FIRE PROTECTION PIPING

210529 HANGERS AND SUPPORTS FOR FIRE SUPRESSION PIPING AND EQUIPMENT

210548.13 VIBRATION CONTROLS FOR FIRE-SUPPRESSION PIPING AND EQUIPMENT

210553 IDENTIFICATION FOR FIRE-SUPPRESSION PIPING AND EQUIPMENT

211119 FIRE DEPARTMENT CONNECTIONS

211316 DRY-PIPE SPRINKLER SYSTEM

DIVISION 22 – PLUMBING

220513 COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT

220517 SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING

220518 ESCUTCHEONS FOR PLUMBING PIPING

220519 METERS AND GAGES FOR PLUMBING PIPING

220523.12 BALL VALVES FOR PLUMBING PIPING

220523.13 BUTTERFLY VALVES FOR PLUMBING PIPING

220523.14 CHECK VALVES FOR PLUMBING PIPING

220523.15 GATE VALVES FOR PLUMBING PIPING

220529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

220548.13 VIBRATION CONTROLS FOR PLUMBING PIPING AND EQUIPMENT

220553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

220719

221113

PLUMBING PIPING INSULATION

FACILITY WATER DISTRIBUTION PIPING

221116 DOMESTIC WATER PIPING

221119 DOMESTIC WATER PIPING SPECIALTIES

221123.21

221313

INLINE, DOMESTIC-WATER HEATERS

FACILITY SANITARY SEWERS

221316 SANITARY WASTE AND VENT PIPING

221319 SANITARY WASTE PIPING SPECIALTIES

224213.13 COMMERCIAL WATER CLOSETS

224216.13 COMMERCIAL LAVATORIES

224223 COMMERCIAL SHOWERS

TABLE OF CONTENTS 000110 - 4

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BOQ and Barracks Renovation State of Indiana Project 2020-008

DIVISION 23 – HEATING, VENTILATING AND AIR CONDITIONING

230513 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

230517 SLEEVES AND SLEEVE SEALS FOR HVAC PIPING

230518 ESCUTCHEONS FOR HVAC PIPING

230519 METERS AND GAGES FOR HVAC PIPING

230523.12 BALL VALVES FOR HVAC PIPING

230523.14 CHECK VALVES FOR HVAC PIPING

230529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

230548.13 VIBRATION CONTROLS FOR HVAC

230553 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC

230713 DUCT INSULATION

230719 HVAC PIPING INSULATION

230923 DIRECT DIGITAL CONTROL (DDC) SYSTEM FOR HVAC

231123 FACILITY NATURAL-GAS PIPING

232113 HYDRONIC PIPING

232113.33 GROUND-LOOP HEAT-PUMP PIPING

232116 HYDRONIC PIPING SPECIALTIES

232123 HYDRONIC PUMPS

233113 METAL DUCTS

233300 AIR DUCT ACCESSORIES

233346 FLEXIBLE DUCTS

233713.23 REGISTERS AND GRILLES

237223.19 PACKAGED INDOOR FIXED PLATE ENERGY RECOVERY UNITS

238146 WATER-SOURCE UNITARY HEAT PUMPS

DIVISION 26 – ELECTRICAL

260519 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS & CABLES

260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

260529 HANGARS AND SUPPORTS FOR ELECTRICAL SYSTEMS

260533 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

260544 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING

260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS

260573.13 SHORT-CIRCUIT STUDIES

260573.16 COORDINATION STUDIES

260573.19 ARCH-FLASH HAZARD ANALYSIS

260913 ELECTRICAL POWER MONITORING AND CONTROL

260923 LIGHTING CONTROL DEVICES

TABLE OF CONTENTS 000110 - 5

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BOQ and Barracks Renovation State of Indiana Project 2020-008

262416 PANELBOARDS

262726 WIRING DEVICES

262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

262913 ENCLOSED CONTROLLERS

264313 SURGE PROTECTION FOR LOW-VOLTAGE ELECTRICAL POWER CIRCUITS

265119 LED INTERIOR LIGHTING

265213 EMERGENCY AND EXIT LIGHTING

265619 LED EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

270528 PATHWAYS FOR COMMUNICATIONS SYSTEMS

270529 HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS

271116 COMMUNICATIONS RACKS, FRAMES AND ENCLOSURES

271500 COMMUNICATIONS HORIZONTAL CABLING

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

283111 DIGITAL ADDRESSABLE FIRE-ALARM SYSTEM

DIVISION 31 - EARTHWORK

311000 SITE CLEARING

312000 EARTH MOVING

312319 DEWATERING

315000 EXCAVATION SUPPORT AND PROTECTION

DIVISION 32 – EXTERIOR IMPROVEMENTS

321216 ASPHALT PAVING

321313 CONCRETE PAVING

321373 CONCRETE PAVING JOINT SEALANTS

321723 PAVEMENT MARKINGS

329113 SOIL PREPARATION

329200 TURF AND GRASSES

END

TABLE OF CONTENTS 000110 - 6

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STRUCTURAL INSPECTION AND TESTING 014535 - 1

Camp Atterbury JMTC DLZ Project No. 1963-1020-90

BOQ and Barracks Renovation State of Indiana Project 2020-008

SECTION 014535 – STRUCTURAL INSPECTIONS AND TESTING

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Project requirements for Structural Inspections and Testing. Contractor shall provide an independent testing firm or firms to perform structural inspections and testing for the structural components as specified. Work shall be in addition to and independent of the

Contractor’s quality control tests, inspections and inspectors.

B. Related Sections: For material testing and quality control requirements.

1. Section 031000 “Concrete Forming and Accessories”

2. Section 032000 “Concrete Reinforcing”

3. Section 033000 “Cast-In-Place Concrete”

4. Section 042000 “Concrete Unit Masonry”

5. Section 055000 “Metal Fabrications”

6. Section 061600 “Sheathing”

7. Section 061753 “Shop-Fabricated Wood Trusses”

8. Section 312000 “Earth Moving”

9. Section 312319 “Dewatering”

10. Section 315000 “Excavation Support and Protection”

1.3 REFERENCES

A. The publications listed below form a part of this specification and are referred to within the text by the basic designation only.

1. ACI 318 “Building Code Requirements for Structural Concrete and Commentary”

2. ACI 530/530.1 “Building Code Requirements and Specification for Masonry Structures and Related Commentaries”.

3. ANSI/AISC 360 “Specification for Structural Steel Buildings”.

4. ASCE 7 “Minimum Design Loads for Buildings and Other Structures”.

5. ASTM A435 “Standard Specification for Straight-Beam Ultrasonic Examination of Steel

Plates”.

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6. ASTM A615 “Standard Specification for Deformed and Plain Carbon-Steel Bars for

Concrete Reinforcement”.

1.4 DEFINITIONS

A. Continuous Structural Inspection: Continuous structural inspection is the full-time observation of the work by the Structural Inspector present in the work area whenever work is being performed.

B. Periodic Structural Inspection: Periodic structural inspection is the intermittent observation of the work by a Structural Inspector present in the work area while work is being performed.

The intermittent observation periods shall be: at times of significant work, recurrent over the complete work period, and total at least 25 percent of the total work time.

C. Structural Inspector: The individual or firm responsible for managing and coordinating the inspection and testing program. The structural inspector is responsible for collecting reports from inspection and testing agencies, submits interim and final reports to the Building Official, Owner, and Structural Engineer of Record, verifies construction is in compliance with the

Contract Documents, as supplemented by shop drawings and other submittals. The Structural

Inspector is a person or firm employed by the Contractor and approved by the

Owner/Structural Engineer of Record as being qualified by knowledge and experience to perform the Structural Inspection for the category of work being constructed. Structural

Inspectors perform their duties independent from the construction quality control staff employed by the Contractor.

1.5 QUALIFICATIONS

A. Where indicated elsewhere, the following qualifications are defined as follows:

1. PE/SE – A licensed professional or structural engineer specializing in the design of building structures.

2. GE – A licensed professional engineer specializing in soil mechanics and foundations.

3. CFTT – ACI Concrete Field Testing Technician – Grade I.

4. CCI – ACI Concrete Construction Special Inspector.

5. LTT – ACI Concrete Laboratory Testing Technician – Grade I & II or Level 1 & 2.

6. STT – ACI Concrete Strength Testing Technician.

7. CWI – AWS Certified Welding Inspector.

8. SSI – AWS/AISC Certified Structural Steel Inspector.

9. ASNT – American Society of Non-Destructive Testing Technician – Level II or III.

10. SMSI – ICC Structural Masonry Special Inspector.

11. SWSI – ICC Structural Steel and Welding Special Inspector.

12. PCSI – ICC Prestressed Concrete Special Inspector.

13. RCSI – ICC Reinforced Concrete Special Inspector.

14. CT – NICET Concrete Technician Levels I, II, III & IV.

15. ST – NICET Soils Technician – Levels I, II, III & IV.

16. GET – NICET Geotechnical Engineering Technician – Levels I, II, III & IV

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1.6 INFORMATIONAL SUBMITTALS

A. Qualification Data:

1. Structural Inspector.

a. Certification attesting that the Structural Inspector is qualified by knowledge and experience to perform the specified Structural Inspections. Information, which provides evidence of the knowledge and experience necessary to qualify a person or firm as a Structural Inspector for the category of work being certified.

b. Use a Structural Inspector to perform Structural Inspections required by this section. More than one Structural Inspector may be required to provide the varied knowledge and experience necessary to adequately inspect all of the categories of work requiring Structural Inspection.

B. Schedule of Inspection and Testing Agencies.

1. Include scope of testing services provided by each Agency employed.

C. Field quality-control Reports.

D. Quality Control Plan.

1. Include a certificate indicating that the plan meets the content specified in this section with plan submittal.

2. A list of all items that require quality control Structural Inspection and testing, including the type, frequency, extent, and duration of the structural inspection for each item on this list.

3. A list of all items that require quality control testing, including the type and frequency of testing for each item on this list.

4. The content, distribution, and frequency of structural inspection reports.

5. The content, distribution, and frequency of testing reports.

6. The procedures, controls, and people used within the Contractor's organization to develop, sign, and distribute Structural Inspection and Testing reports along with the position title and pertinent qualifications of all Contractor personnel involved.

E. Certificate of Compliance – to be submitted by an approved fabricator where the structural inspection requirements have been waived.

F. Quality Assurance Plan.

1. Each Contractor responsible for the construction of any component of the lateral force resisting system shall submit a written statement of responsibility to the Structural

Engineer of Record, Building Official, and the Owner prior to the commencement of work.

2. Written plan shall acknowledge awareness of the structural inspection and testing requirements contained in this specification.

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3. Elements of the Lateral Force Resisting System consist of the following:

a. Roof deck and its connections to supporting members.

b. Floor deck and its connections to supporting members.

c. Roof and Floor diaphragm collectors/drag struts and their connections (generally consists of the framing elements in line with the shear walls, moment frames or braced frames below).

d. Shear wall sheathing, fasteners, connections, anchors, end posts, chords and foundations.

PART 2 - PRODUCTS

Not Used

PART 3 - EXECUTION

3.1 STATEMENT OF STRUCTURAL INSPECTIONS – Structural inspection and testing shall be performed on all structural elements whether constructed or fabricated on-site or off-site. For elements fabricated off-site at an approved manufacturing facility the following requirements may be waived, subject to approval by the Structural Engineer of Record. At completion of fabrication, the approved fabricator shall submit a certificate of compliance to the Structural

Engineer of Record and Building Official stating that the work was performed in accordance with the Contract Documents.

A. Soils.

1. The following items require periodic inspection.

a. Verify materials below shallow foundations are adequate to achieve the design bearing capacity indicated on the Contract Documents.

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

c. Perform classification and testing of compacted fill materials.

d. Prior to placement of compacted fill, observe subgrade and verify that the site has been properly prepared.

2. The following item requires continuous inspection.

a. Verify use of proper materials, densities and lift thicknesses during placement and compaction of compacted fill.

b. Qualifications: The inspection and testing work may be performed by an ST, or

GET as appropriate, however all reports shall be reviewed by a GE prior to submittal of reports to the Special Inspector.

B. Reinforcing Steel.

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BOQ and Barracks Renovation State of Indiana Project 2020-008

1. Inspection of Reinforcing Steel.

a. Verify size, spacing, cover, positioning, condition and grade of reinforcing steel.

Confirm locations are within stated tolerances.

b. Verify bars are free of form oil or other deleterious materials.

c. Inspect bar laps and mechanical splices.

d. Verify bars are adequately tied and supported on chairs or bolsters.

e. Periodic inspection.

f. Qualifications: CCI or RCSI.

2. Inspection of Welded Reinforcing Steel.

a. Verify material conforms to ASTM A706 or material testing has been performed.

to confirm weldability of the material.

b. Visual inspection of all welds.

c. Continuous inspection.

d. Qualifications: CWI.

C. Cast-in-Place Concrete.

1. Structural Inspection is not required for.

a. Isolated spread concrete footings for buildings three stories or less (above grade) supported by earth or rock.

b. Walls with continuous concrete strip footings supporting light framed construction for buildings three stories or less (above grade) supported by earth or rock.

c. Nonstructural concrete slabs supported directly by ground.

d. Concrete patios, driveways and sidewalks on grade.

2. Mix Design.

a. Verify concrete batch ticket matches indicated use.

b. Confirm all specified material tests are performed and test specimens are properly stored.

c. Continuous inspection.

3. Anchor rod installation.

a. Verify proper anchor size, grade, embedment and orientation.

b. Verify template used if required by Contract Documents and all anchors properly secured prior to concrete placement.

c. Continuous inspection.

4. Concrete Placement.

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BOQ and Barracks Renovation State of Indiana Project 2020-008

a. Verify forms are the correct size and properly supported.

b. Verify ground is not frozen.

c. Verify all embedded items are located in accordance with the approved drawings.

d. Verify that concrete conveyance and depositing avoids segregation or contamination.

e. Verify concrete is properly consolidated.

f. Periodic Inspection.

5. Maintenance of curing temperature and techniques.

a. Verify proper hot and cold weather procedures are followed.

b. Verify proper application of curing technique and length of cure.

c. Periodic inspection. Inspection to be increased to continuous during Hot and Cold weather procedures.

6. Qualifications: All cast-in-place concrete inspections shall be by CT, CCI or RCSI.

D. Concrete Masonry – Inspection and testing to be in accordance with Level B Quality Assurance requirements as indicated in TMS 602/ACI530.1/ASCE6.

1. Preconstruction testing and inspection.

a. Verify compressive strength (f’m) by the unit strength method.

b. Compressive strength test reports for the individual masonry units shall be performed within six (6) months of the start of the concrete masonry work.

c. Periodic inspection. Although work is indicated as periodic, all materials proposed for this project shall be tested and verified prior to start of any concrete masonry work.

2. As construction begins.

a. Verify compliance with the approved submittals.

b. Verify proportions of site-prepared mortar.

c. Verify construction of mortar joints.

d. Verify location of reinforcement and connectors.

3. During Construction.

a. Verify size and location of structural elements and control joint.

b. Verify type, size and location of anchors and anchorage of masonry to structural members, frames or other construction.

c. Verify size, grade, position, embedment and/or lap length of reinforcement.

d. Verify preparation, construction and protection of masonry during cold or hot weather.

e. Observe the preparation of any required grout specimens, mortar specimens and/or prisms.

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f. Periodic inspection.

4. Prior to grouting.

a. Verify grout space is clean.

b. Verify reinforcement and embed items are properly located and supported.

c. Verify proportions of site-prepared grout or proper mix design for grout provided from batch plant.

d. Verify construction of mortar joints.

5. Observe the preparation of any required grout specimens, mortar specimens and/or prisms.

6. Qualifications: All concrete masonry inspections by SMSI.

E. Structural Steel.

1. Material verification of high-strength bolts, nuts and washers.

a. Verify identification marks to conform to ASTM standards.

b. Periodic inspection.

c. Qualifications: SSI or SWSI.

2. Inspection of high-strength bolting.

a. Snug-tight joints.

1) Verify the connected materials have been drawn together and properly snugged.

2) Periodic inspection.

b. Pretensioned and slip-critical joints.

1) Observe the preinstallation testing and calibration procedures.

2) Determine that all plies of connected materials have been drawn together and properly snugged.

3) Monitor the installation of bolts to verify that the selected procedure for installation is properly used to tighten bolts.

4) Periodic inspection required for bolts using turn-of-nut with matchmarking, twist-off blots or direct tension indicators.

5) Continuous inspection required for bolts using turn-of-nut without matchmarking and the calibrated wrench method.

c. Qualifications: SSI or SWSI.

3. Material verification of structural steel.

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a. Identification marks to conform to ASTM standards.

4. Material verification of weld filler materials.

a. Identification marks to conform to AWS specifications.

b. Periodic Inspection.

5. Inspection of welding operations for structural steel and cold-formed metal deck.

a. Review materials, welding procedures and qualifications of welders prior to the start of any work.

1) The structural inspector need not be continuously present during welding for the following operations:

a) Single-pass fillet welds <5/16-inch.

b) Floor and roof deck welds.

c) Welding of stairs and railing systems.

2) Complete and partial joint penetration groove welds, multi-pass fillet welds, single-pass fillet welds >5/16 inch, plug and slot welds.

a) Visually inspect welds.

b) Inspect pre-heat, post-heat and surface preparation between passes.

c) Verify size and length of fillet welds.

d) Inspect all complete joint penetration welds with ultrasonic testing.

e) Continuous inspection.

3) Single-pass fillet welds ≤ 5/16-inch, floor and roof deck welds.

a) Visually inspect size, length and quality of weld.

b) Periodic inspection.

4) Shear connectors and headed studs.

a) Inspect size, number, positioning and welding.

b) Inspect for full 360-degree flash.

c) Ring test all connectors with a 3-pound hammer.

d) Bend test all questionable studs to 15-degrees.

e) Continuous inspection except that the inspector need not be present while stud installation is being performed.

5) Qualifications: CWI and ANST.

6. Structural Details.

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a. Verify compliance with the details shown on the Contract Documents.

b. Periodic inspection.

c. Qualifications: SSI or SWSI.

F. Post-installed Anchors.

1. Where products have been evaluated using an independent testing or certification service acceptable to the jurisdiction having authority, the requirements of the evaluation or certification reported shall be incorporated into the project requirements.

2. Material verification of bolts, nuts and washers.

a. Verify identification marks to conform to ASTM standards.

3. Inspection of post-installed anchors.

a. Verify size, spacing, cover, positioning, concrete strength, expiration date, hole dimensions, hole cleaning procedures, tightening torque and condition of anchors. Confirm locations are within stated tolerances.

b. Verify anchors are free of form oil or other deleterious materials.

c. Periodic inspection: The special inspector must verify the initial installation of each type, size and installation conditions. Periodic inspections shall continue thereafter.

d. Continuous inspection: horizontally or upwardly inclined orientations to resist sustained tension loads.

4. Qualifications: CCI, RCSI, ANST or SMSI.

3.2 TESTING

A. The structural inspector shall be responsible for verifying that the testing requirements as specified in the appropriate material specifications are performed by an approved testing agency and are in compliance with the project requirements.

3.3 REPORTING AND COMPLIANCE PROCEDURES

A. Structural tests and inspections shall be prepared and submitted on forms similar to the examples attached at the end of this section.

B. On the final day of each month, furnish to the Structural Engineer of Record and Building

Official and the Owner copies of the combined progress reports of the structural inspector's observations listing all structural inspections of construction or reviews of testing performed during that month, noting all uncorrected deficiencies, and describing the corrections made both to these deficiencies and to previously reported deficiencies. Each monthly report shall be signed by all structural inspectors who performed structural inspections of construction or

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BOQ and Barracks Renovation State of Indiana Project 2020-008 reviewed testing during that month, regardless of whether they reported any deficiencies.

Each monthly report shall be signed by the Contractor.

C. At completion of construction, each structural inspector shall prepare and sign a final report attesting that all work they inspected and all testing and test reports they reviewed were completed in accordance with the approved construction documents and that deficiencies identified were satisfactorily corrected. Submit a combined final report containing the signed final reports of all the structural inspectors. Sign the combined final report attesting that all final reports of structural inspectors who performed work to comply with these construction documents are contained therein, and that the Contractor has reviewed and approved all of the individual inspector's final reports.

END OF SECTION 014535

SELECTIVE DEMOLITION 024119 - 1

Camp Atterbury JMCT DLZ Project No. 1963-1020-90

BOQ and Barracks Renovation State of Indiana Project 2020-008

SECTION 024119 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Demolition and removal of selected portions of building or structure.

B. Related Requirements:

1. Section 011000 "Summary" for restrictions on use of the premises, Owner-occupancy requirements, and phasing requirements.

2. Section 017300 "Execution" for cutting and patching procedures.

1.3 DEFINITIONS

A. Remove: Detach items from existing construction and dispose of them off-site unless indicated to be salvaged or reinstalled.

B. Remove and Salvage: Detach items from existing construction, in a manner to prevent damage, and deliver to Owner ready for reuse.

C. Remove and Reinstall: Detach items from existing construction, in a manner to prevent damage, prepare for reuse, and reinstall where indicated.

D. Existing to Remain: Leave existing items that are not to be removed and that are not otherwise indicated to be salvaged or reinstalled.

E. Dismantle: To remove by disassembling or detaching an item from a surface, using gentle methods and equipment to prevent damage to the item and surfaces; disposing of items unless indicated to be salvaged or reinstalled.

1.4 MATERIALS OWNERSHIP

A. Unless otherwise indicated, demolition waste becomes property of Contractor.

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1.5 FIELD CONDITIONS

A. Owner will occupy portions of building immediately adjacent to selective demolition area.

Conduct selective demolition so Owner's operations will not be disrupted.

B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.

C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the

Work.

1. Hazardous materials will be removed by Owner before start of the Work.

2. If suspected hazardous materials are encountered, do not disturb; immediately notify

Architect and Owner. Hazardous materials will be removed by Owner under a separate contract.

E. Storage or sale of removed items or materials on-site is not permitted.

F. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.

1. Maintain fire-protection facilities in service during selective demolition operations.

1.6 COORDINATION

A. Arrange selective demolition schedule so as not to interfere with Owner's operations.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ASSE A10.6 and NFPA 241.

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PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped before starting selective demolition operations.

B. Review Project Record Documents of existing construction or other existing condition and hazardous material information provided by Owner. Owner does not guarantee that existing conditions are same as those indicated in Project Record Documents.

3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.

B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas to be selectively demolished.

1. Owner will arrange to shut off indicated services/systems when requested by Contractor.

2. Disconnect, demolish, and remove fire-suppression systems, plumbing, and HVAC systems, equipment, and components indicated on Drawings to be removed.

a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material.

b. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material and leave in place.

c. Equipment to Be Removed: Disconnect and cap services and remove equipment.

d. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment; when appropriate, reinstall, reconnect, and make equipment operational.

e. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to Owner.

f. Ducts to Be Removed: Remove portion of ducts indicated to be removed and plug remaining ducts with same or compatible ductwork material.

g. Ducts to Be Abandoned in Place: Cap or plug ducts with same or compatible ductwork material and leave in place.

3.3 PROTECTION

A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

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1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building.

2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas.

3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations.

4. Cover and protect furniture, furnishings, and equipment that have not been removed.

5. Comply with requirements for temporary enclosures, dust control, heating, and cooling specified in Section 015000 "Temporary Facilities and Controls."

3.4 SELECTIVE DEMOLITION, GENERAL

A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:

1. Proceed with selective demolition systematically, from higher to lower level. Complete selective demolition operations above each floor or tier before disturbing supporting members on the next lower level.

2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction.

Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain.

3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

4. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable fire-suppression devices during flame-cutting operations.

5. Maintain adequate ventilation when using cutting torches.

6. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site.

7. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation.

8. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

9. Dispose of demolished items and materials promptly.

B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

C. Removed and Salvaged Items:

1. Clean salvaged items.

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2. Pack or crate items after cleaning. Identify contents of containers.

3. Store items in a secure area until delivery to Owner.

4. Protect items from damage during transport and storage.

D. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse.

2. Pack or crate items after cleaning and repairing. Identify contents of containers.

3. Protect items from damage during transport and storage.

4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

E. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable, protected storage location during selective demolition and reinstalled in their original locations after selective demolition operations are complete.

3.5 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS

A. Concrete: Demolish in small sections. Using power-driven saw, cut concrete to a depth of at least 3/4 inch at junctures with construction to remain. Dislodge concrete from reinforcement at perimeter of areas being demolished, cut reinforcement, and then remove remainder of concrete. Neatly trim openings to dimensions indicated.

B. Concrete: Demolish in sections. Cut concrete full depth at junctures with construction to remain and at regular intervals using power-driven saw, and then remove concrete between saw cuts.

C. Masonry: Demolish in small sections. Cut masonry at junctures with construction to remain, using power-driven saw, and then remove masonry between saw cuts.

D. Concrete Slabs-on-Grade: Saw-cut perimeter of area to be demolished, and then break up and remove.

E. Resilient Floor Coverings: Remove floor coverings and adhesive according to recommendations in RFCI's "Recommended Work Practices for the Removal of Resilient Floor Coverings." Do not use methods requiring solvent-based adhesive strippers.

3.6 DISPOSAL OF DEMOLISHED MATERIALS

A. Remove demolition waste materials from Project site and dispose of them in an EPA-approved construction and demolition waste landfill acceptable to authorities having jurisdiction

1. Do not allow demolished materials to accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

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3. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent.

B. Burning: Do not burn demolished materials.

3.7 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

END OF SECTION 024119

CONCRETE FORMING AND ACCESSORIES 031000 - 1

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BOQ and Barracks Renovation State of Indiana Project 2020-008

SECTION 031000 - CONCRETE FORMING AND ACCESSORIES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Form-facing material for cast-in-place concrete.

2. Form liners.

3. Shoring, bracing, and anchoring.

B. Related Requirements:

1. Section 321313 "Concrete Paving" for formwork related to concrete pavement and walks.

1.3 DEFINITIONS

A. Form-Facing Material: Temporary structure or mold for the support of concrete while the concrete is setting and gaining sufficient strength to be self-supporting.

B. Formwork: The total system of support of freshly placed concrete, including the mold or sheathing that contacts the concrete, as well as supporting members, hardware, and necessary bracing.

1.4 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1. Review the following:

a. Special inspection and testing and inspecting agency procedures for field quality control.

b. Construction, movement, contraction, and isolation joints

c. Forms and form-removal limitations.

d. Shoring and reshoring procedures.

e. Anchor rod and anchorage device installation tolerances.

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1.5 ACTION SUBMITTALS

A. Product Data: For each of the following:

1. Exposed surface form-facing material.

2. Concealed surface form-facing material.

3. Form ties.

4. Form-release agent.

B. Shop Drawings: Prepared for and showing detailing fabrication, assembly, and support of forms.

1. For exposed vertical concrete walls, indicate dimensions and form tie locations.

2. Indicate dimension and locations of construction and movement joints required to construct the structure in accordance with ACI 301.

a. Location of construction joints is subject to approval of the Architect.

1.6 INFORMATIONAL SUBMITTALS

A. Qualification Data: For testing and inspection agency.

B. Field quality-control reports.

C. Minutes of preinstallation conference.

1.7 QUALITY ASSURANCE

A. Testing and Inspection Agency Qualifications: An independent agency, qualified in accordance with ASTM C1077 and ASTM E329 for testing indicated.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Concrete Formwork: Contractor shall adhere to ACI 301.

2.2 FORM-FACING MATERIALS

A. As-Cast Surface Form-Facing Material:

1. Provide continuous, true, and smooth concrete surfaces.

2. Furnish in largest practicable sizes to minimize number of joints.

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3. Acceptable Materials: As required to comply with Surface Finish designations specified in Section 033000 "Cast-In-Place Concrete, and as follows:

a. Plywood, metal, or other approved panel materials.

b. Exterior-grade plywood panels, suitable for concrete forms, complying with

DOC PS 1, and as follows:

1) APA Structural 1 Plyform, B-B or better; mill oiled and edge sealed.

2.3 RELATED MATERIALS

A. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch, minimum.

B. Form-Release Agent: Commercially formulated form-release agent that does not bond with, stain, or adversely affect concrete surfaces and does not impair subsequent treatments of concrete surfaces.

1. Formulate form-release agent with rust inhibitor for steel form-facing materials.

C. Form Ties: Factory-fabricated, removable or snap-off, glass-fiber-reinforced plastic or metal form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal.

1. Furnish units that leave no corrodible metal closer than 1 inch to the plane of exposed concrete surface.

2. Furnish ties that, when removed, leave holes no larger than 1 inch in diameter in concrete surface.

PART 3 - EXECUTION

3.1 INSTALLATION OF FORMWORK

A. Comply with ACI 301.

B. Construct formwork, so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117 and to comply with the

Surface Finish designations specified in Section 033000 "Cast-In-Place Concrete" for as-cast finishes.

C. Limit concrete surface irregularities as follows:

1. Surface Finish-3.0: ACI 117 Class A, 1/8 inch.

D. Construct forms tight enough to prevent loss of concrete mortar.

1. Minimize joints.

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2. Exposed Concrete: Symmetrically align joints in forms.

E. Construct removable forms for easy removal without hammering or prying against concrete surfaces.

1. Provide crush or wrecking plates where stripping may damage cast-concrete surfaces.

2. Provide top forms for inclined surfaces steeper than 1.5 horizontal to 1 vertical.

3. Install keyways, recesses, and other accessories, for easy removal.

F. Do not use rust-stained, steel, form-facing material.

G. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and slopes in finished concrete surfaces.

1. Provide and secure units to support screed strips

2. Use strike-off templates or compacting-type screeds.

H. Provide temporary openings for cleanouts and inspection ports where interior area of formwork is inaccessible.

1. Close openings with panels tightly fitted to forms and securely braced to prevent loss of concrete mortar.

2. Locate temporary openings in forms at inconspicuous locations.

I. Chamfer exterior corners and edges of permanently exposed concrete.

J. At construction joints, overlap forms onto previously placed concrete not less than 12 inches.

K. Form openings, chases, offsets, sinkages, keyways, blocking, screeds, and bulkheads required in the Work.

1. Determine sizes and locations from trades providing such items.

2. Obtain written approval of Architect prior to forming openings not indicated on

Drawings.

L. Construction and Movement Joints:

1. Construct joints true to line with faces perpendicular to surface plane of concrete.

2. Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect.

3. Place joints perpendicular to main reinforcement.

4. Locate horizontal joints in walls at the top of footings or floor slabs.

5. Space vertical joints in walls as indicated on Drawings.

a. Locate joints near corners and in concealed locations where possible.

M. Provide temporary ports or openings in formwork where required to facilitate cleaning and inspection.

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1. Locate ports and openings in bottom of vertical forms, in inconspicuous location, to allow flushing water to drain.

2. Close temporary ports and openings with tight-fitting panels, flush with inside face of form, and neatly fitted, so joints will not be apparent in exposed concrete surfaces.

N. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and other debris just before placing concrete.

O. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper alignment.

P. Coat contact surfaces of forms with form-release agent, according to manufacturer's written instructions, before placing reinforcement.

3.2 INSTALLATION OF EMBEDDED ITEMS

A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast-in-place concrete.

1. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded.

2. Install anchor rods, accurately located, to elevations required and complying with tolerances in Section 7.5 of AISC 303.

3. Clean embedded items immediately prior to concrete placement.

3.3 REMOVING AND REUSING FORMS

A. Formwork for sides of beams, walls, columns, and similar parts of the Work that does not support weight of concrete may be removed after cumulatively curing at not less than 50 deg F for 24 hours after placing concrete. Concrete has to be hard enough to not be damaged by form-removal operations, and curing and protection operations need to be maintained.

B. Clean and repair surfaces of forms to be reused in the Work.

1. Split, frayed, delaminated, or otherwise damaged form-facing material are unacceptable for exposed surfaces.

2. Apply new form-release agent.

C. When forms are reused, clean surfaces, remove fins and laitance, and tighten to close joints.

1. Align and secure joints to avoid offsets.

2. Do not use patched forms for exposed concrete surfaces unless approved by Architect.

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3.4 FIELD QUALITY CONTROL

A. Special Inspections: Engage a qualified testing and inspecting agency to perform field tests and inspections and prepare test reports.

B. Inspections:

1. Inspect formwork for shape, location, and dimensions of the concrete member being formed.

2. Inspect insulating concrete forms for shape, location, and dimensions of the concrete member being formed.

END OF SECTION 031000

CONCRETE REINFORCING 032000 - 1

Camp Atterbury JMTC DLZ Project No. 1963-1020-90

BOQ and Barracks Renovation State of Indiana Project 2020-008

SECTION 032000 - CONCRETE REINFORCING

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Steel reinforcement bars.

2. Welded-wire reinforcement.

B. Related Requirements:

1. Section 321313 "Concrete Paving" for reinforcing related to concrete pavement and walks.

1.3 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1. Review the following:

a. Special inspection and testing and inspecting agency procedures for field quality control.

b. Construction contraction and isolation joints.

c. Steel-reinforcement installation.

1.4 ACTION SUBMITTALS

A. Product Data: For the following:

1. Each type of steel reinforcement.

2. Bar supports.

3. Mechanical splice couplers.

B. Shop Drawings: Comply with ACI SP-066:

1. Include placing drawings that detail fabrication, bending, and placement.

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2. Include bar sizes, lengths, materials, grades, bar schedules, stirrup spacing, bent bar diagrams, bar arrangement, location of splices, lengths of lap splices, details of mechanical splice couplers, details of welding splices, tie spacing, hoop spacing, and supports for concrete reinforcement.

C. Construction Joint Layout: Indicate proposed construction joints required to build the structure.

1. Location of construction joints is subject to approval of the Architect.

1.5 INFORMATIONAL SUBMITTALS

A. Qualification Statements: For testing and inspection agency.

B. Field quality-control reports.

C. Minutes of preinstallation conference.

1.6 QUALITY ASSURANCE

A. Testing Agency Qualifications: An independent agency, qualified in accordance with

ASTM C1077 and ASTM E329 for testing indicated.

1.7 DELIVERY, STORAGE, AND HANDLING

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

1. Store reinforcement to avoid contact with earth.

PART 2 - PRODUCTS

2.1 STEEL REINFORCEMENT

A. Reinforcing Bars: ASTM A615, Grade 60, deformed.

B. Plain-Steel Welded-Wire Reinforcement: ASTM A1064, plain, fabricated from as-drawn steel wire into flat sheets.

2.2 REINFORCEMENT ACCESSORIES

A. Joint Dowel Bars: ASTM A615, Grade 60, plain-steel bars, cut true to length with ends square and free of burrs.

CONCRETE REINFORCING…