Portsmouth Public Safety Complex 35% Submittal Documents

Portsmouth, Virginia

Outline Specifications Not for Construction or Regulatory Approval

January 16, 2024

CN #10205

4525 Main Street, Suite 1400 Virginia Beach, Virginia 23462

THIS PAGE IS INTENTIONALLY LEFT BLANK

Portsmouth Public Safety Complex CN #10205

Portsmouth, VA

TABLE OF CONTENTS 1

TABLE OF CONTENTS

Division Section Title

SPECIFICATIONS GROUP

General Requirements Subgroup

DIVISION 01 - GENERAL REQUIREMENTS

019113 GENERAL COMMISSIONING REQUIREMENTS

Facility Construction Subgroup

DIVISION 02 - EXISTING CONDITIONS

024116 STRUCTURE DEMOLITION

DIVISION 03 - CONCRETE

033000 CAST-IN-PLACE CONCRETE

033300 ARCHITECTURAL CONCRETE

034100 PRECAST STRUCTURAL CONCRETE

034500 PRECAST ARCHITECTURAL CONCRETE

DIVISION 04 - MASONRY

042000 UNIT MASONRY

042200 CONCRETE UNIT MASONRY

042613 MASONRY VENEER

DIVISION 05 - METALS

051200 STRUCTURAL STEEL FRAMING

051213 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL FRAMINING

052100 STEEL JOIST FRAMINING

053100 STEEL DECKING

054000 COLD-FORMED METAL FRAMING

055000 METAL FABRICATIONS

055113 METAL PAN STAIRS

055213 PIPE AND TUBE RAILINGS

057300 DECORATIVE METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

061000 ROUGH CARPENTRY

061600 SHEATHING

062023 INTERIOR FINISH CARPENTRY

064023 INTERIOR ARCHITECTURAL WOODWORK

064113 WOOD-VENEER-FACED ARCHITECTURAL CABINETS

064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

064400 ORNAMENTAL WOODWORK

TABLE OF CONTENTS 2

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

071113 BITUMINOUS DAMPPROOFING

071326 SELF-ADHERING SHEET WATERPROOFING

071700 BENTONITE WATERPROOFING

072100 THERMAL INSULATION

072119 FOAMED-IN-PLACE INSULATION

072600 VAPOR RETARDERS

072726 FLUID-APPLIED MEMBRANE AIR BARRIERS

074213.13 FORMED METAL WALL PANELS

075216 STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS MEMBRANE ROOFING

075419 POLYVINYL-CHLORIDE (PVC) ROOFING

076200 SHEET METAL FLASHING AND TRIM

077100 ROOF SPECIALTIES

077129 MANUFACTURED ROOF EXPANSION JOINTS

077200 ROOF ACCESSORIES

078100 APPLIED FIRE PROTECTION

078413 PENETRATION FIRESTOPPING

078443 JOINT FIRESTOPPING

079200 JOINT SEALANTS

079219 ACOUSTICAL JOINT SEALANTS

079513.13 INTERIOR EXPANSION JOINT COVER ASSEMBLIES

079513.16 EXTERIOR EXPANSION JOINT COVER ASSEMBLIES

DIVISION 08 - OPENINGS

081113 HOLLOW METAL DOORS AND FRAMES

083113 ACCESS DOORS AND FRAMES

083113.53 SECURITY ACCESS DOORS AND FRAMES

083313 COILING COUNTER DOORS

083323 OVERHEAD COILING DOORS

084113 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

084413 GLAZED ALUMINUM CURTAIN WALLS

085113 ALUMINUM WINDOWS

086300 METAL-FRAMED SKYLIGHTS

088000 GLAZING

088300 MIRRORS

088813 FIRE-RATED GLAZING

088853 SECURITY GLAZING

089119 FIXED LOUVERS

DIVISION 09 - FINISHES

092216 NON-STRUCTURAL METAL FRAMING

092900 GYPSUM BOARD

093013 CERAMIC TILING

095113 ACOUSTICAL PANEL CEILINGS

095133 ACOUSTICAL METAL PAN CEILINGS

095426 SUSPENDED WOOD CEILINGS

TABLE OF CONTENTS 3

096466 WOOD ATHLETIC FLOORING

096513 RESILIENT BASE AND ACCESSORIES

096516 RESILIENT SHEET FLOORING

096519 RESILIENT TILE FLOORING

096536 STATIC-CONTROL RESILIENT FLOORING

096566 RESILIENT ATHLETIC FLOORING

096623 RESINOUS MATRIX TERRAZZO FLOORING

096723 RESINOUS FLOORING

096813 TILE CARPETING

096900 ACCESS FLOORING

097200 WALL COVERINGS

097723 FABRIC-WRAPPED PANELS

098433 SOUND-ABSORBING WALL UNITS

098436 SOUND-ABSORBING CEILING UNITS

098438 SOUND ABSORPTION PANELS

099113 EXTERIOR PAINTING

099124 INTERIOR PAINTING (MPI STANDARDS)

DIVISION 10 - SPECIALTIES

101100 VISUAL DISPLAY UNITS

102100 EQUIPMENT SCREENS

102213 WIRE MESH PARTITIONS

102600 WALL AND DOOR PROTECTION

102800 TOILET, BATH, AND LAUNDRY ACCESSORIES

102813.63 DETENTION TOILET ACCESSORIES

104300 EMERGENCY AID SPECIALTIES

104413 FIRE PROTECTION CABINETS

104416 FIRE EXTINGUISHERS

105113 METAL LOCKERS

105129 PHENOLIC LOCKERS

107516 GROUND-SET FLAGPOLES

DIVISION 11 - EQUIPMENT

111313 LOADING DOCK BUMPERS

111916 DETENTION GUN LOCKERS

114000 FOODSERVICE EQUIPMENT

116623 GYMNASIUM EQUIPMENT

116723.05 SHOOTING RANGE TARGET EQUIPMENT

116723.15 SHOOTING RANGE BULLET TRAP EQUIPMENT

116723.25 SHOOTING RANGE BULLET PROTECTION EQUIPMENT

119812 DETENTION DOORS AND FRAMES

119814 DETENTION DOOR HARDWARE

DIVISION 12 - FURNISHINGS

122113 HORIZONTAL LOUVER BLINDS

122413 ROLLER WINDOW SHADES

123216 MANUFACTURED PLASTIC-LAMINATE-CLAD CASEWORK

TABLE OF CONTENTS 4

123616 METAL COUNTERTOPS

123623.13 PLASTIC-LAMINATE-CLAD COUNTERTOPS

123661.16 SOLID SURFACING COUNTERTOPS

123661.19 QUARTZ AGGLOMERATE COUNTERTOPS

124816 ENTRANCE FLOOR GRILLES

DIVISION 13 – SPECIAL CONSTRUCTION

133419 METAL BUILDING SYSTEMS

DIVISION 14 - CONVEYING EQUIPMENT

142123.16 MACHINE ROOM-LESS ELECTRIC TRACTION PASSENGER ELEVATORS

Facility Services Subgroup

DIVISION 21 - FIRE SUPPRESSION

210523 GENERAL-DUTY VALVES FOR WATER-BASED FIRE-SUPPRESSION PIPING

210529 HANGERS AND SUPPORTS FOR FIRE-SUPPRESSION PIPING AND EQUIPMENT

211000 WATER-BASED FIRE-SUPPRESSION SYSTEMS

212200 CLEAN-AGENT FIRE-EXTINGUISHING SYSTEMS

213116 DIESEL-DRIVE, CENTRIFUGAL FIRE PUMPS

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

220719 PLUMBING PIPING INSULATION

221113 FACILITY WATER DISTRIBUTION PIPING

221116 DOMESTIC WATER PIPING

221119 DOMESTIC WATER PIPING SPECIALTIES

221123.13 DOMESTIC-WATER PACKAGED BOOSTER PUMPS

221123.21 INLINE, DOMESTIC-WATER PUMPS

221313 FACILITY SANITARY SEWERS

221316 SANITARY WASTE AND VENT PIPING

221319 SANITARY WASTE PIPING SPECIALTIES

221319.13 SANITARY DRAINS

221323 SANITARY WASTE INTERCEPTORS

221414 STORM DRAINAGE PIPING

221423 STORM DRAINAGE PIPING SPECIALTIES

221429 SUMP PUMPS

223300 ELECTRIC, DOMESTIC-WATER HEATERS

223400 FUEL-FIRED, DOMESTIC-WATER HEATERS

224100 RESIDENTIAL PLUMBING FIXTURES

224200 COMMERCIAL PLUMBING FIXTURES

224500 EMERGENCY PLUMBING FIXTURES

224600 SECURITY PLUMBING FIXTURES

224716 PRESSURE WATER COOLERS

TABLE OF CONTENTS 5

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

230500 COMMON WORK RESULTS FOR HVAC

230523 GENERAL-DUTY 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

230800 COMMISSIONING OF HVAC

230923 DIRECT DIGITAL CONTROL (DDC) SYSTEM FOR HVAC

230923.11 CONTROL VALVES

230923.12 CONTROL DAMPERS

230923.14 FLOW INSTRUMENTS

230923.16 GAS INSTRUMENTS

230923.17 LEVEL INSTRUMENTS

230923.19 MOISTURE INSTRUMENTS

230923.21 MOTION INSTRUMENTS

230923.23 PRESSURE INSTRUMENTS

230923.27 TEMPERATURE INSTRUMENTS

231113 FACILITY FUEL-OIL PIPING

231123 FACILITY NATURAL-GAS PIPING

231213 FACILITY FUEL-OIL PUMPS

231323 FACILITY ABOVEGROUND FUEL-OIL STORAGE TANKS

232113 HYDRONIC PIPING

232116 HYDRONIC PIPING SPECIALTIES

232123 HYDRONIC PUMPS

232300 REFRIGERANT PIPING

232513 WATER TREATMENT FOR CLOSED-LOOP HYDRONIC SYSTEMS

233113 METAL DUCTS

233300 AIR DUCT ACCESSORIES

233346 FLEXIBLE DUCTS

233416 CENTRIFUGAL HVAC FANS

233423 HVAC POWER VENTILATORS

233433.13 COMMERCIAL AIR CURTAINS

233439 HIGH-VOLUME, LOW-SPEED FANS

233533 LISTED KITCHEN VENTILATION SYSTEM EXHAUST DUCTS

233600 AIR TERMINAL UNITS

233713.13 AIR DIFFUSERS

233713.23 REGISTERS AND GRILLES

233713.43 SECURITY REGISTERS AND GRILLES

233813 COMMERCIAL-KITCHEN HOODS

235216 CONDENSING BOILERS

235523.13 LOW-INTENSITY, GAS-FIRED, RADIANT HEATERS

237223.23 PACKAGED, OUTDOOR, HEAT WHEEL ENERGY RECOVERY UNITS

237313.16 INDOOR, SEMI-CUSTOM AIR-HANDLING UNITS

TABLE OF CONTENTS 6

237333.16 INDOOR, INDIRECT, GAS-FIRED HEATING AND VENTILATING UNITS

237416.13 PACKAGED, LARGE-CAPACITY, ROOFTOP AIR-CONDITIONING UNITS

238123.12 LARGE CAPACITY (7 TONS (25 KW) AND LARGER), COMPUTER-ROOM AIR-CONDITIONERS, FLOOR-MOUNTED UNITS

238126 SPLIT-SYSTEM AIR-CONDITIONERS

238129 VARIABLE-REFRIGERANT-FLOW HVAC SYSTEMS

238239.13 CABINET UNIT HEATERS

238239.16 PROPELLER UNIT HEATERS

238239.19 WALL AND CEILING UNIT HEATERS

238413.29 SELF-CONTAINED STEAM HUMIDIFIERS

DIVISION 26 - ELECTRICAL

260010 SUPPLEMENTAL REQUIREMENTS FOR ELECTRICAL

260011 FACILITY PERFORMANCE REQUIREMENTS FOR ELECTRICAL

260519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

260523 CONTROL-VOLTAGE ELECTRICAL POWER 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

260533.23 SURFACE RACEWAYS FOR ELECTRICAL SYSTEMS

260536 CABLE TRAYS FOR ELECTRICAL SYSTEMS

260543 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS

260544 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING

260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS

260573.16 COORDINATION STUDIES

260800 COMMISSIONING OF ELECTRICAL SYSTEMS

260913 ELECTRICAL POWER MONITORING

260923 LIGHTING CONTROL DEVICES

260936 MODULAR DIMMING CONTROLS

260943.23 RELAY-BASED LIGHTING CONTROLS

262213 LOW-VOLTAGE DISTRIBUTION TRANSFORMERS

262313 PARALLELING LOW-VOLTAGE SWITCHGEAR

262413 SWITCHBOARDS

262416 PANELBOARDS

262719 MULTI-OUTLET ASSEMBLIES

262726 WIRING DEVICES

262733 POWER DISTRIBUTION UNITS

262813 FUSES

262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

262913.03 MANUAL AND MAGNETIC MOTOR CONTROLLERS

262923 VARIABLE-FREQUENCY MOTOR CONTROLLERS

262933 CONTROLLERS FOR FIRE PUMP DRIVERS

263213.13 DIESEL-ENGINE-DRIVEN GENERATOR SETS

263343 BATTERY CHARGERS

263600 TRANSFER SWITCHES

264113 LIGHTNING PROTECTION FOR STRUCTURES

TABLE OF CONTENTS 7

264313 SURGE PROTECTIVE DEVICES FOR LOW-VOLTAGE ELECTRICAL POWER CIRCUITS

265000 LIGHTING

265613 LIGHTING POLES AND STANDARDS

DIVISION 27 – ELECTRONIC SAFETY AND SECURITY

271513 COMMUNICATIONS COPPER HORIZONTAL CABLING

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

284621.11 ADDRESSABLE FIRE-ALARM SYSTEMS

Site and Infrastructure Subgroup

DIVISION 31 - EARTHWORK

311000 SITE CLEARING

312000 EARTH MOVING FOR SITEWORK

312319 DEWATERING

315000 EXCAVATION SUPPORT AND PROTECTION

DIVISION 32 - EXTERIOR IMPROVEMENTS

321216 ASPHALT PAVING

321313 CONCRETE PAVING

321373 CONCRETE PAVING JOINT SEALANTS

321400 UNIT PAVING

321713 PARKING BUMPERS

323113 CHAIN LINK FENCES AND GATES

323300 SITE FURNISHINGS

329113 SOIL PREPARATION

329200 TURF AND GRASSES

329300 PLANTS

DIVISION 33 - UTILITIES

334100 STORM UTILITY DRAINAGE PIPING

END OF TABLE OF CONTENTS

GENERAL COMMISSIONING REQUIREMENTS 019113 - 1

SECTION 019113 - GENERAL COMMISSIONING REQUIREMENTS

1.1 COMMISSIONING TEAM

A. Members Appointed by Contractor(s):

1. Commissioning Coordinator.

2. Project superintendent.

3. Subcontractors, installers, suppliers, and specialists.

B. Members Appointed by Owner:

1. Commissioning Authority.

2. Owner representative(s).

3. Architect.

1.2 REPORT FORMAT AND ORGANIZATION

A. Commissioning Report:

1. Include a table of contents and an index for each test.

2. Include major tabs for each Specification Section.

3. Include minor tabs for each test.

4. Within each minor tab, include the following:

a. Test specification.

b. Pre-startup reports.

c. Approved test procedures.

d. Test data forms, completed and signed.

e. Commissioning issue reports, showing resolution of issues, and documentation related to resolution of issues pertaining to a single test. Arrange data forms, commissioning issue reports (showing resolution of issues), and documentation related to resolution of issues for each test repetition together within the minor tab, in reverse chronological order (most recent on top).

1.3 CONSTRUCTION CHECKLISTS

A. Material Checks:

1. Service connection requirements.

2. Optional features.

3. Delivery receipt check.

4. Installation Checks:

a. Location.

b. Configuration.

c. Compliance with manufacturers' written installation instructions.

GENERAL COMMISSIONING REQUIREMENTS 019113 - 2

d. Attachment to structure.

e. Access clearance to allow for maintenance, service, repair, removal, and replacement.

f. Utility connections.

g. Labeling and identification.

h. Startup checks.

B. Initial operation of equipment.

C. Performance Tests:

1. Static tests.

2. Component performance tests.

3. Equipment and assembly performance tests.

4. System performance tests.

5. Intersystem performance tests.

D. Deferred Construction Checklists:

1. List of deferred construction checklists by number and title.

2. Target schedule for completion of deferred construction checklists.

E. Delayed Construction Checklists:

1. List of delayed construction checklists, by construction checklist number and title.

2. Target schedule for completion of delayed construction checklists.

1.4 GENERAL EXECUTION REQUIREMENTS

A. Coordination of commissioning activities with the construction schedule.

B. Performance of commissioning activities, including tests and documentation of results of actions as construction proceeds.

C. Performance of test demonstrations for Owner's witness.

D. Reporting test data and commissioning issue resolutions.

E. Scheduling personnel to participate in and perform commissioning activities.

F. Operation of the equipment and systems.

G. Preparation of commissioning activity reports.

END OF SECTION 019113

Portsmouth, Virginia

STRUCTURE DEMOLITION 024116 - 1

SECTION 024116 - STRUCTURE DEMOLITION

PART 1 - GENERAL (To be included in next submittal.)

PART 2 - PRODUCTS

2.1 SOIL MATERIALS

A. Satisfactory Soils: Comply with requirements in Section 312000 "Earth Moving for Sitework."

PART 3 - EXECUTION (To be included in next submittal.)

END OF SECTION 024116

CAST-IN-PLACE CONCRETE 033000 - 1

SECTION 033000 - CAST-IN-PLACE CONCRETE

1.1 SUMMARY

A. Concrete standards.

B. Concrete materials.

C. Concrete mixture materials.

1.2 WARRANTY

A. Materials and Workmanship: Manufacturer agrees to furnish replacement sheet vapor retarder/termite barrier material and accessories for sheet vapor retarder/ termite barrier and accessories that do not comply with requirements or that fail to resist penetration by termites within specified warranty period.

1. Warranty Period: 10 years from date of Substantial Completion.

1.3 PRODUCTS

A. Concrete General: ACI 301and ACI 117.

B. Concrete Materials:

1. Portland Cement: ASTM C150, Type I, Type II, Type I/II.

2. Fly Ash: ASTM C618, Class C or F.

3. Slag Cement: ASTM C989/C989M, Grade 100 or 120.

4. Aggregate: Normal weight.

5. Water.

C. Admixtures:

1. Air-Entraining Admixture: ASTM C260/C260M.

2. Water-Reducing Admixture: ASTM C494/C494M, Type A.

3. Retarding Admixture: ASTM C494/C494M, Type B.

4. Water-Reducing and -Retarding Admixture: ASTM C494/C494M, Type D.

5. High-Range, Water-Reducing Admixture: ASTM C494/C494M, Type F.

6. High-Range, Water-Reducing and -Retarding Admixture: ASTM C494/C494M, Type G.

7. Admixtures with special properties, with documentation of claimed performance enhancement, ASTM C494/C494M, Type S.

D. Mixing: Ready mixed.

1.4 CONCRETE MIXTURES

A. Compressive Strength (28 Days):

CAST-IN-PLACE CONCRETE 033000 - 2

1. Footings and Grade Beams: As indicated on drawings.

2. Foundation Walls: As indicated on drawings.

3. Slabs-on-Ground: As indicated on drawings.

4. Concrete Toppings: As indicated on drawings.

5. Building Frame Members: As indicated on drawings.

6. Building Walls: As indicated on drawings.

1.5 INSTALLATION

A. Floor and Slab Finishes:

1. Scratch Finish: Surfaces to receive concrete floor toppings.

2. Float Finish: Surfaces to receive trowel finish and surfaces to be covered with fluid-applied or sheet waterproofing.

3. Trowel Finish: Surfaces exposed to view or to be covered with resilient flooring.

4. Trowel and Fine-Broom Finish: Surfaces to be covered with ceramic or quarry tile to be installed by either thickset or thinset method.

5. Broom Finish: Exterior concrete.

B. Formed Finishes: Surface Finish 2.0.

C. Accessories:

1. Expansion- and Isolation-Joint-Filler Strips: ASTM D1751, asphalt-saturated cellulosic fiber or ASTM D1752, cork or self-expanding cork.

2. Semirigid Joint Filler: Two-component, semirigid, 100 percent solids, in accordance with

ASTM D2240.

3. Bonding Agent: ASTM C1059/C1059M, Type II, nonredispersible, acrylic emulsion or styrene butadiene.

4. Floor Slab Protective Covering: 8 ft. wide cellulose fabric.

1.6 FIELD QUALITY CONTROL

A. Testing: By Owner-engaged agency.

B. Special Inspections: By Owner-engaged special inspector.

END OF SECTION 033000

ARCHITECTURAL CONCRETE 033300 - 1

SECTION 033300 - ARCHITECTURAL CONCRETE

1.1 QUALITY ASSURANCE

A. Field sample panels for each finish, color, and texture variation.

B. Mockups to demonstrate typical joints, surface finish, color, texture, tolerances, and standard of workmanship.

1.2 CONCRETE, GENERAL

A. ACI 301.

B. Design Standards: ACI 318.

1.3 MATERIALS

A. Form-Facing Materials: Nonabsorptive form-facing panels complying with Section 033000

"Cast-in-Place Concrete," and form ties.

B. Bar supports.

C. Concrete Materials:

1. Portland Cement: ASTM C150, Type I, Type II, Type I/II, Type III, white, supplemented with fly ash.

2. Normal Weight Aggregate: Uniformly graded.

3. Water.

4. Admixtures: Air entraining.

5. Color pigment.

D. Curing Materials: Absorptive cover.

1.4 CONCRETE MIXTURES

A. Portland Cement Replacement: Use fly ash, slag cement, and silica fume to reduce portland cement.

B. Compressive Strength (28 Days): 4000 psi, ready mixed.

1.5 INSTALLATION

A. Final Concrete Finish: Smooth formed.

END OF SECTION 033300

PRECAST STRUCTURAL CONCRETE 034100 - 1

SECTION 034100 - PRECAST STRUCTURAL CONCRETE

1.1 QUALITY ASSURANCE

A. Fabricator: PCI-certified plant.

B. Installer Qualifications: PCI Certificate of Compliance.

C. Quality-Control Standard: PCI MNL 116.

D. Sample panels.

E. Mockups.

1.2 PERFORMANCE REQUIREMENTS

A. Design Standards: ACI 318 and PCI MNL 120.

B. Structural Performance: Fabricator to design precast structural concrete units.

1. Dead Loads: As indicated on drawings .

2. Concrete Topping Load: As indicated on drawings.

3. Live Loads: As indicated on drawings.

4. Roof Loads: As indicated on drawings.

5. Snow Loads: As indicated on drawings.

6. Seismic Loads: As indicated on drawings.

7. Wind Loads: As indicated on drawings.

8. Project-Specific Loads: As indicated on drawings.

1.3 CONCRETE, GENERAL

A. ACI 301.

1.4 MATERIALS

A. Form liners.

B. Reinforcing Materials:

1. Reinforcing Bars: Steel.

2. Steel Bar Mats: Steel.

3. Welded Wire Reinforcement: Plain steel.

C. Prestressing tendons.

D. Concrete Materials:

PRECAST STRUCTURAL CONCRETE 034100 - 2

1. Portland Cement: ASTM C150/C150M, Type I or Type III.

2. Supplementary Cementitious Materials: Fly ash Ground granulated blast-furnace slag.

3. Face-Mixture Coarse Aggregates: Uniformly graded.

4. Coloring admixture.

5. Air-entraining admixture.

6. Chemical Admixtures: Water reducing and retarding Water reducing and accelerating

Plasticizing.

E. Steel Connections: Galvanized.

F. Bearing Pads: Frictionless.

G. Grout: Nonmetallic, nonshrink.

H. Insulated Panel Accessories:

1. Insulation: Molded polystyrene.

2. Wythe connectors.

1.5 CONCRETE MIXTURES

A. Portland Cement Replacement:

1. Use fly ash, slag cement, and silica fume to reduce portland cement. Use if required for replacing part of the portland cement, which would otherwise be used in concrete, with other cementitious materials.

2. Use fly ash, pozzolan, ground granulated blast-furnace slag, and silica fume to reduce portland cement by 40 percent.

B. Compressive Strength (28 Days):

1. Normal-Weight Concrete: 5000 psi.

2. Lightweight Concrete: 5000 psi.

1.6 FABRICATION

A. Formed Surfaces: Commercial finishes.

B. Architectural Formed Finishes: Textured surface.

1.7 SOURCE QUALITY CONTROL

A. Testing Agency: Owner engaged to evaluate fabricator's quality-control and testing methods.

1.8 FIELD QUALITY CONTROL

A. Special Inspections: Owner engaged.

PRECAST STRUCTURAL CONCRETE 034100 - 3

B. Testing Agency: Owner engaged.

END OF SECTION 034100

PRECAST ARCHITECTURAL CONCRETE 034500 - 1

SECTION 034500 - PRECAST ARCHITECTURAL CONCRETE

1.1 QUALITY ASSURANCE

A. Installer: PCI-certified erector.

B. Fabricator: PCI-certified plant.

C. Quality Standard: PCI MNL 117.

D. Sample panels for each finish, color, and texture variation.

E. Mockups.

1.2 PERFORMANCE REQUIREMENTS

A. Design Standards: ACI 318 and PCI MNL 120.

B. Structural Performance: Fabricator to design architectural precast concrete units.

1. Wind Loads: As indicated on the drawings.

2. Seismic Loads: As indicated on the drawings .

3. Project-Specific Loads: As indicated on the drawings.

1.3 PRECAST ARCHITECTURAL CONCRETE

A. Provide unit types as indicated on Drawings, including wall panels.

B. Materials:

1. Reinforcing Materials:

a. Reinforcing Bars: Galvanized steel.

b. Steel Bar Mats: Steel.

2. Prestressing tendons.

3. Concrete Materials:

a. Portland Cement: ASTM C150/C150M, Type I or Type III.

b. Supplementary Cementitious Materials: Fly ash.

c. Aggregates: Normal weight.

1) Face-Mixture Coarse Aggregates: Uniformly graded.

d. Coloring admixture.

e. Admixtures: Air entraining.

4. Steel Connections: Stainless.

PRECAST ARCHITECTURAL CONCRETE 034500 - 2

5. Bearing Pads: Elastomeric or High-density plastic.

6. Grout: Nonmetallic, nonshrink.

C. Concrete Mixtures:

1. Compressive Strength (28 Days):

a. Normal-Weight Concrete Face and Backup Mixtures: 5000 psi.

D. Finishes: Abrasive blast.

1.4 SOURCE QUALITY CONTROL

A. Testing Agency: Contractor engaged.

1.5 FIELD QUALITY CONTROL

A. Special Inspections: Contractor engaged.

B. Testing Agency: Contractor engaged.

END OF SECTION 034500

UNIT MASONRY 042000 - 1

SECTION 042000 - UNIT MASONRY

1.1 QUALITY ASSURANCE

A. Sample panels for exposed unit masonry construction.

1.2 PERFORMANCE REQUIREMENTS

A. Net-Area Compressive Strengths of Structural Unit Masonry: As indicated.

B. Determine net-area compressive strength of masonry by unit-strength method.

1.3 MATERIALS

A. Concrete Masonry Units (CMUs):

1. CMUs: Normal weight.

2. Insulated CMUs.

B. Masonry Lintels: Prefabricated or built-in-place CMU lintels.

C. Reinforcement: Uncoated-steel reinforcing bars.

D. Masonry-Joint Reinforcement:

1. Interior Walls: Hot-dip galvanized, carbon steel.

2. Exterior Walls: Hot-dip galvanized, carbon steel.

E. Ties and Anchors: Galvanized steel.

1. Corrugated-metal ties.

2. Individual wire ties.

3. Adjustable anchors for connecting to structural steel framing.

4. Adjustable anchors for connecting to concrete.

5. Partition top anchors.

6. Rigid anchors.

F. Weep/Vent Holes: Vinyl weep hole/vents.

G. Reinforcing bar positioners.

H. Mortar:

1. Portland cement-lime mortar unless otherwise indicated.

2. Portland cement-lime for exterior masonry.

3. Portland cement-lime for reinforced masonry.

UNIT MASONRY 042000 - 2

1.4 INSTALLATION

A. Match existing masonry coursing, bonding, color, and texture.

B. Bond Pattern: Running bond.

C. Parge cavity face of backup wythe.

D. Clean masonry waste recycled as fill material.

1.5 FIELD QUALITY CONTROL

A. Testing Agency: Owner engaged.

B. Inspections: Special inspections in accordance with Level 2 in TMS 402.

C. Testing: One set of tests for each 5000 sq. ft. of wall area.

END OF SECTION 042000

CONCRETE UNIT MASONRY 042200 - 1

SECTION 042200 - CONCRETE UNIT MASONRY

1.1 QUALITY ASSURANCE

A. Sample panels for exposed masonry assemblies.

1.2 PERFORMANCE REQUIREMENTS

A. Net-Area Compressive Strengths of Structural Unit Masonry: As indicated.

B. Determine net-area compressive strength of masonry by unit-strength method.

1.3 MATERIALS

A. Concrete Masonry Units (CMUs):

1. CMUs: Normal weight.

2. Insulated CMUs.

B. Masonry Lintels: Built-in-place CMU lintels.

C. Reinforcing Steel: Uncoated-steel reinforcing bars.

D. Masonry-Joint Reinforcement:

1. Interior Walls: Hot-dip galvanized, carbon steel.

2. Exterior Walls: Hot-dip galvanized, steel.

E. Ties and Anchors: Galvanized steel.

1. Adjustable anchors for connecting to structural steel framing.

2. Adjustable anchors for connecting to concrete.

3. Partition top anchors.

4. Rigid anchors.

F. Reinforcing bar positioners.

G. Mortar:

1. Portland cement-lime mortar unless otherwise indicated.

2. Portland cement-lime for exterior masonry.

3. Portland cement-lime for reinforced masonry.

1.4 FIELD QUALITY CONTROL

A. Testing Agency: Owner engaged.

CONCRETE UNIT MASONRY 042200 - 2

B. Inspections: Special inspections according to Level B in TMS 402/ACI 530/ASCE 5.

C. Testing: One set of tests for each 5000 sq. ft. of wall area.

END OF SECTION 042200

MASONRY VENEER 042613 - 1

SECTION 042613 - MASONRY VENEER

1.1 QUALITY ASSURANCE

A. Mockups of typical wall areas.

1.2 MATERIALS

A. Clay Face Brick:

1. Color and Texture: Match Architect's samples.

B. Ties and Anchors: Stainless steel.

1. Adjustable Masonry-Veneer Anchors: Screw attached.

C. Embedded Flashing:

1. All Flashing: Stainless steel.

2. Partially Exposed Flashing: Stainless steel.

3. Concealed (Flexible) Flashing: Rubberized asphalt.

a. Used with stainless steel drip edge.

4. Drainage Plane Flashing: Hybrid flashing material with drainage mesh applied to stainless steel.

D. Weep/Vent Holes: Vinyl weep hole/vents or open-head joints.

E. Cavity drainage material: Mortar deflector.

F. Mortar:

1. Pigmented mortar for exposed mortar joints.

1.3 INSTALLATION

A. Match existing masonry coursing, bonding, color, and texture.

B. Bond Pattern: One-third running bond.

C. Clean masonry waste recycled as fill material.

1.4 FIELD QUALITY CONTROL

MASONRY VENEER 042613 - 2

B. Inspections: Special inspections in accordance with Level 2 in TMS 402.

END OF SECTION 042613

STRUCTURAL STEEL FRAMING 051200 - 1

SECTION 051200 - STRUCTURAL STEEL FRAMING

1.1 SUMMARY

A. Structural steel as classified by ANSI/AISC 303.

1.2 QUALITY ASSURANCE

A. Fabricator Qualifications: AISC-Certified Plant, Category BU or IAS Fabricator Inspection

Program for Structural Steel.

B. Installer Qualifications: AISC-Certified Erector, Category ACSE.

C. Quality Standards: ANSI/AISC 303, ANSI/AISC 341, and ANSI/AISC 360.

1.3 PERFORMANCE REQUIREMENTS

A. Connection Design: ANSI/AISC 303, Sections 3.1.1 and 3.1.2, Option 3 and 3B.

1.4 MATERIALS

A. Structural-Steel Shapes: W-shapes channels angles Plate and bar Cold-formed hollow structural sections and steel pipe.

B. Steel castings.

C. Steel forgings.

D. Bolts, Nuts, and Washers: High strength.

E. Anchor Rods: Headed rods, nuts, plate washers, and washers.

F. Connectors: Shear stud connectors Threaded rods.

G. Structural slide bearings.

H. Primer: Fabricator's standard, nonasphaltic.

I. Shrinkage-Resistant Grout: Nonmetallic, shrinkage resistant.

J. Prefabricated Building Columns:

1. Fire-Resistance Rating: As indicated.

STRUCTURAL STEEL FRAMING 051200 - 2

1.5 FABRICATION

A. Shop Connections:

1. High-Strength Bolts: Snug tightened.

2. Welded connections.

3. Shear stud connectors.

B. Surface Preparation of Steel: SSPC-SP 2.

C. Surface Preparation of Galvanized Steel: SSPC-SP 16.

1. Galvanize: Exterior structural steel and lintels, shelf angles, located in exterior walls.

1.6 SOURCE QUALITY CONTROL

A. Testing Agency: Owner engaged.

1.7 INSTALLATION

A. Field Connections:

1. High-Strength Bolts: Snug tightened.

2. Welded connections.

3. Shear stud connectors.

1.8 FIELD QUALITY CONTROL

A. Special Inspector: Owner engaged.

B. Testing Agency: Owner engaged.

END OF SECTION 051200

ARCHITECTURALLY EXPOSED STRUCTURAL STEEL FRAMING 051213 - 1

SECTION 051213 - ARCHITECTURALLY EXPOSED STRUCTURAL STEEL FRAMING

1.1 SUMMARY

A. Architecturally exposed structural-steel (AESS) framing.

1. Requirements in Section 051200 "Structural Steel Framing" also apply to AESS.

1.2 DEFINITIONS

A. AESS: ANSI/AISC 303, Section 10.

1.3 QUALITY ASSURANCE

A. Fabricator Qualifications: AISC-Certified Plant, Category STD or IAS accredited, AC 172.

B. Installer Qualifications: AISC-Certified Erector, Category ACSE.

C. Shop-Painting Applicator Qualifications: AISC-Sophisticated Paint Endorsement or SSPC-QP3.

D. Mockups for AESS.

1.4 MATERIALS

A. Steel Primer: Fabricator's standard, nonasphaltic.

B. Etching cleaner for galvanized steel.

1.5 FABRICATION

A. Special care used in handling and fabricating AESS according to ANSI/AISC 303.

1. Category AESS 1.

2. Category AESS 2.

3. Category AESS 3.

4. Category AESS 4.

B. Cleaning Corrosion-Resisting (Weathering) AESS: SSPC-SP 6 (WAB)/NACE WAB-3.

C. Surface Preparation: SSPC-SP 2.

D. Galvanize: Lintels located in exterior walls.

ARCHITECTURALLY EXPOSED STRUCTURAL STEEL FRAMING 051213 - 2

1.6 ERECTION

A. AESS erected according to AISC 303 and AISC 360.

END OF SECTION 051213

STEEL JOIST FRAMING 052100 - 1

SECTION 052100 - STEEL JOIST FRAMING

1.1 PERFORMANCE REQUIREMENTS

A. Engineering design of special joists and connections by Contractor.

1.2 MATERIALS

A. K-series.

B. LH-series steel joists.

1. End Arrangement: Underslung.

2. Top-Chord Arrangement: Parallel.

C. Primer: SSPC-Paint 15.

D. Primer: Comply with Section 099113 "Exterior Painting" and Section 099123 "Interior

Painting."

1.3 INSTALLATION

A. Connections: Field welded.

1.4 FIELD QUALITY CONTROL

END OF SECTION 052100

STEEL DECKING 053100 - 1

SECTION 053100 - STEEL DECKING

1.1 QUALITY ASSURANCE

A. Electrical Raceway Units: UL labeled.

B. FM Approvals' RoofNav Listing: Steel roof deck.

1.2 STEEL DECK

A. Roof Deck: Galvanized- steel sheet.

1. Profile Depth: As indicated on drawings.

B. Composite Floor Deck: Galvanized- steel sheet.

1. Profile Depth: As indicated on drawings.

C. Accessories: Flexible closure strips pour stops column closures, end closures, shear stud connectors.

1.3 INSTALLATION

A. Install deck panels and accessories in accordance with SDI standards.

1. Roof Deck: Mechanically fastened.

2. Floor Deck: Mechanically fastened.

1.4 FIELD QUALITY CONTROL

A. Testing Agency: Owner engaged.

B. Tests and Inspections:

1. Special inspections and qualification of welding special inspectors in accordance with

SDI QA/QC.

2. Shear Stud Connectors: In accordance with AWS D1.1/D1.1M for stud welding.

END OF SECTION 053100

COLD-FORMED METAL FRAMING 054000 - 1

SECTION 054000 - COLD-FORMED METAL FRAMING

1.1 QUALITY ASSURANCE

A. Code-compliance certification of studs and tracks.

1.2 PERFORMANCE REQUIREMENTS

A. Delegated Design: For cold-formed steel framing.

1.3 MATERIALS

A. Steel Sheet: ASTM A1003/A1003M, Structural Grade, with G60, metallic coating.

B. Exterior Non-Load-Bearing Wall Framing: Standard C-shaped, punched steel studs and U-shaped, unpunched track.

1. Minimum Steel Thickness: 0.0428 inch.

2. Vertical deflection clips and Drift clips.

C. Interior Non-Load-Bearing Wall Framing: Standard C-shaped, punched steel studs and U-shaped, unpunched track.

1. Minimum Steel Thickness: 0.0428 inch.

2. Vertical deflection clips and Drift clips.

D. Roof Rafter Framing: Standard C-shaped steel sections.

1. Minimum Steel Thickness: 0.0428 inch.

E. Ceiling Joist Framing: Standard C-shaped, unpunched steel sections.

1. Minimum Steel Thickness: 0.0428 inch.

F. Soffit Framing: Standard C-shaped, unpunched steel sections.

1. Minimum Steel Thickness: 0.0428 inch.

G. Framing Accessories: Supplementary framing Bracing, bridging, and solid blocking Web stiffeners Anchor clips End clips Foundation clips Gusset plates Stud kickers and knee braces

Joist hangers and end closures Hole reinforcing plates and backer plates.

1.4 INSTALLATION

A. Fasten framing by welding or screw fastening.

1. Exterior Non-Load-Bearing Wall Stud Spacing: As required.

COLD-FORMED METAL FRAMING 054000 - 2

2. Interior Non-Load-Bearing Wall Stud Spacing: As required.

3. Joist Spacing: As required.

1.5 FIELD QUALITY CONTROL

A. Testing: By Owner-engaged agency.

END OF SECTION 054000

METAL FABRICATIONS 055000 - 1

SECTION 055000 - METAL FABRICATIONS

1.1 PRODUCTS

A. Materials: Steel plates, shapes, and bars Steel tubing Steel pipe Slotted channel framing.

B. Miscellaneous Framing and Supports: Galvanized where indicated.

1. Steel framing and supports for overhead doors low partitions mechanical and electrical equipment applications where framing and supports are not specified in other Sections.

2. Elevator machine beams, hoist beams, divider beams.

3. Steel shapes for supporting elevator door sills.

C. Prefabricated Building Columns: Fire-resistance rating as indicated.

D. Shelf angles, galvanized at exterior walls.

E. Metal Ladders Including Elevator Pit Ladders: Steel.

1. Galvanized exterior ladders.

F. Alternating Tread Devices: Steel.

1. Galvanized exterior alternating tread devices.

G. Metal Floor Plate: Steel.

H. Elevator pit sump covers.

I. Structural-Steel Door Frames:

1. Galvanized exterior frames.

J. Metal Bollards: Steel shapes, as indicated.

1. Primed using zinc-rich primer.

K. Vehicular barrier cable systems, including design.

L. Downspout guards.

1. Galvanized.

2. Primed using zinc-rich primer.

M. Metal Downspout Boots: Cast aluminum.

N. Loose bearing and leveling plates, galvanized.

O. Loose steel lintels, galvanized at exterior walls.

METAL FABRICATIONS 055000 - 2

P. Anchor bolts, steel pipe sleeves, slotted-channel inserts, and wedge-type inserts cast into concrete or built into unit masonry.

Q. Steel weld plates and angles not specified in other Sections, for casting into concrete.

END OF SECTION 055000

METAL PAN STAIRS 055113 - 1

SECTION 055113 - METAL PAN STAIRS

1.1 SUMMARY

A. Preassembled steel stairs with concrete-filled treads.

B. Steel railings and guards attached to metal stairs.

C. Steel handrails attached to walls adjacent to metal stairs.

1.2 PERFORMANCE REQUIREMENTS

A. Engineering design of steel stairs , railings, and guards by Contractor.

1.3 MATERIALS

A. Abrasive Nosings: Extruded aluminum.

1.4 STEEL-FRAMED STAIRS

A. Stair Standard: NAAMM AMP 510, "Metal Stairs Manual," Monumental stair, Architectural and fire access stairs are Commercial Class.

B. Stringers: Monumental stair steel plates and channels. Fire access stairs are rectangular tubes.

C. Metal Pan Stairs: Uncoated, cold-rolled steel sheet.

D. Steel Tube Railings and Guards:

1. Rails and Posts: 1-5/8-inch-diameter top and bottom rails and 1-1/2-inch-square posts.

2. Picket Infill: 1/2-inch-square pickets spaced to prohibit the passage of a 4-inch diameter sphere.

END OF SECTION 055113

PIPE AND TUBE RAILINGS 055213 - 1

SECTION 055213 - PIPE AND TUBE RAILINGS

1.1 SUMMARY

A. Steel railings.

1.2 PERFORMANCE REQUIREMENTS

A. Engineering design of railings by Contractor.

1.3 FABRICATION

A. Changes in Direction of Members: By bending.

B. Connections: Welded.

C. Toe boards.

1.4 FINISHES

A. Steel and Iron: Primed with universal shop primer.

END OF SECTION 055213

DECORATIVE METAL RAILINGS 057300 - 1

SECTION 057300 - DECORATIVE METAL RAILINGS

1.1 SUMMARY

A. Steel decorative railings.

1.2 QUALITY ASSURANCE

A. Contractor to engineer railings to withstand structural loads.

B. Mockups for each form and finish of railing.

1.3 MATERIALS

A. Steel bar stock.

1.4 FABRICATION

A. Connections: Welded.

B. Changes in Direction of Members: By bending.

C. Infill Panels:

1. Expanded Metal: Steel.

1.5 FINISHES

A. Steel: Ungalvanized, primed with universal shop primer.

END OF SECTION 057300

ROUGH CARPENTRY 061000 - 1

SECTION 061000 - ROUGH CARPENTRY

1.1 SUMMARY

A. Section Includes:

1. Rooftop equipment bases and support curbs.

2. Wood blocking, cants, and nailers.

3. Wood furring.

4. Wood sleepers.

5. Plywood backing panels.

1.2 MATERIALS

A. Maximum Moisture Content:

1. Dimension Lumber: 15 percent for 2-inch nominal thickness or less, 19 percent for more than 2-inch nominal thickness.

B. Preservative Treatment:

1. Preservative Treatment: AWPA U1; Use Category UC2, but Use Category UC3b for exterior construction and Use Category UC4a for items in contact with ground.

a. Preservative Chemicals: Containing no arsenic or chromium. Do not use inorganic boron (SBX) for sill plates.

C. Fire-Retardant-Treatment:

1. Exterior type for exterior locations and where indicated.

2. Interior Type A, High Temperature (HT) for enclosed roof framing, framing in attic spaces, and where indicated.

3. Interior Type A unless otherwise indicated.

4. Application: All rough carpentry. Items indicated and as follows:

a. Concealed blocking.

b. Plywood backing panels.

D. Shear Wall Panels:

E. Miscellaneous Lumber:

1. Dimension Lumber: Construction or No. 2 grade southern pine.

2. Concealed Boards: 15 percent maximum moisture content.

a. Mixed southern pine, No. 2.

F. Plywood Backing Panels: Fire-retardant treated.

ROUGH CARPENTRY 061000 - 2

G. Fasteners: Hot-dip galvanized steel where exposed to weather, in ground contact, in contact with treated wood, or in area of high relative humidity.

H. Miscellaneous Materials:

1. Sill-Sealer Gaskets: Neoprene foam.

2. Flexible flashing.

3. Water-repellent preservative.

1.3 INSTALLATION

A. Furring to Receive Plywood or Hardboard Paneling: 1-by-3-inch nominal-size furring at 24 inches o.c.

B. Furring to Receive Gypsum Board: 1-by-2-inch nominal-size furring at 16 inches o.c.

END OF SECTION 061000

SHEATHING 061600 - 1

SECTION 061600 - SHEATHING

1.1 MATERIALS

A. Wall Sheathing:

1. Glass-Mat Gypsum: Type X, 1/2 inch thick.

B. Parapet Sheathing:

1. Glass-Mat Gypsum: Type X, 1/2 inch thick.

2. Cementitious backer units.

C. Fasteners: Hot-dip galvanized steel where exposed to weather, in ground contact, in contact with treated wood, or in area of high relative humidity.

D. Miscellaneous Materials:

1. Sealant for gypsum sheathing.

2. Sheathing tape.

1.2 INSTALLATION

A. Gypsum Sheathing:

1. Screw to cold-formed metal framing.

END OF SECTION 061600

INTERIOR FINISH CARPENTRY 062023 - 1

SECTION 062023 - INTERIOR FINISH CARPENTRY

1.1 SUSTAINABILITY REQUIREMENTS

1. Certified wood.

2. Low-emitting adhesives.

3. Low-emitting composite wood products.

1.2 SUMMARY

A. Section Includes:

1. Interior trim.

2. Paneling.

3. Shelving

1.3 MATERIALS

A. Preservative Treatment by Pressure Process: All interior lumber and plywood.

B. Interior Standing and Running Trim:

1. Lumber Trim for Opaque Finish (Painted): White pine.

2. Moldings for Opaque Finish (Painted): White pine or primed MDF.

C. Hardwood Veneer Paneling:

1. Face Veneer Species: As indicated on drawings.

2. Thickness: 3/4-inch.

3. Factory finished.

D. Shelving: MDF.

1.4 INSTALLATION

A. Veneer Paneling: Installed according to manufacturer’s instructions.

END OF SECTION 062023

INTERIOR ARCHITECTURAL WOODWORK 064023 - 1

SECTION 064023 - INTERIOR ARCHITECTURAL WOODWORK

1.1 SUMMARY

A. Section Includes:

1. Interior standing and running trim.

2. Interior frames and jambs.

3. Finishing of interior architectural woodwork.

1.2 SUSTAINABILITY REQUIREMENTS

1. Recycled content.

2. Certified wood.

3. Low-emitting composite wood products.

1.3 QUALITY ASSURANCE

A. Manufacturer's Qualifications: AWI's Quality Certification Program licensed participant or equivalent.

1.4 INTERIOR STANDING AND RUNNING TRIM FOR TRANSPARENT FINISH

A. Architectural Woodwork Standards Grade: Premium.

B. Species: Red oak.

C. Cut: Plain sliced/plain sawn.

D. Fire-retardant treated.

1.5 INTERIOR STANDING AND RUNNING TRIM FOR OPAQUE FINISH

A. Architectural Woodwork Standards Grade: Premium.

B. Wood Species: Any closed-grain hardwood.

C. Fire-retardant treated.

1.6 INTERIOR FRAMES AND JAMBS FOR TRANSPARENT FINISH

A. Architectural Woodwork Standards Grade: Premium.

B. Species: Red oak.

INTERIOR ARCHITECTURAL WOODWORK 064023 - 2

C. Cut: Plain sliced/plain sawn.

D. Fire Rating: 20 minutes.

1.7 INTERIOR FRAMES AND JAMBS FOR OPAQUE FINISH

A. Architectural Woodwork Standards Grade: Custom.

B. Wood Species: Any closed-grain hardwood.

C. Fire Rating: 20 minutes.

1.8 PRESERVATIVE-TREATED-WOOD MATERIALS

A. Treat interior architectural woodwork in contact with concrete or masonry.

1.9 FINISHING

A. Transparent Finish: Premium Grade.

1. Shop finished.

B. Opaque Finish: Same grade as item to be finished.

1. Shop primed.

2. Field finished.

1.10 INSTALLATION

A. Lumber and trim for painted applications; primed, including both faces and edges.

END OF SECTION 064023

WOOD-VENEER-FACED ARCHITECTURAL CABINETS 064113 - 1

SECTION 064113 - WOOD-VENEER-FACED ARCHITECTURAL CABINETS

1.1 SUSTAINABILITY REQUIREMENTS

1. Recycled content.

2. Certified wood.

3. Low-emitting composite wood products.

1.2 SUMMARY

A. Section Includes: Wood cabinets for transparent finish.

1.3 QUALITY ASSURANCE

A. Manufacturer's Qualifications: AWI's Quality Certification Program licensed participant or equivalent certification..

1.4 WOOD CABINETS FOR TRANSPARENT FINISH

A. Architectural Woodwork Standards Grade: Premium.

B. Type of Construction: Frameless.

C. Door and Drawer-Front Style: Flush overlay.

D. Wood for Exposed Surfaces: As indicated on Drawings.

1. Species: As indicated on drawings.

2. Cut: As indicated on drawings.

3. Veneer Matching:

a. Veneer Leaves: Book match.

b. Within Panel Faces: Center-balance match within panel face.

c. Cabinet veneers in each space from a single flitch.

E. Semiexposed Surfaces: Same species and cut as for exposed surfaces.

1.5 MATERIALS

A. Fire-Retardant-Treated Materials: Where indicated on Drawings.

B. Cabinet Hardware:

1. Hinges: Frameless, concealed.

2. Pulls: Back mounted.

3. Adjustable shelf supports: metal.

WOOD-VENEER-FACED ARCHITECTURAL CABINETS 064113 - 2

4. Door and Drawer Silencers: BHMA A156.16, L03011.

5. Soft-Close Mechanisms

6. Exposed Hardware Finishes: Satin stainless steel.

1.6 FINISHING

A. Transparent Finish: Premium grade.

1. Shop finished.

END OF SECTION 064113

PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS 064116 - 1

Copyright © 2023 by the American Institute of Architects. Warning: This AIA MasterSpec based document is protected by U.S. Copyright Law and International

Treaties. A valid, current MasterSpec license is required for editing or use of this document.

SECTION 064116 - PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

1.1 SUSTAINABILITY REQUIREMENTS

1. Recycled content.

2. Certified wood.

3. Low-emitting composite wood products.

1.2 SUMMARY

A. Section Includes:

1. Plastic-laminate-clad architectural cabinets.

2. Cabinet hardware and accessories.

1.3 QUALITY ASSURANCE

A. Manufacturer's Qualifications: AWI's Quality Certification Program licensed participant or equivalent certification.

1.4 PLASTIC-LAMINATE-CLAD CABINETS

A. Architectural Woodwork Standards Grade: Custom.

B. Type of Construction: Frameless.

C. Door and Drawer-Front Style: Flush overlay.

D. Laminate Cladding for Exposed Surfaces:

1. Plastic-Laminate Grade:

a. Horizontal Surfaces and Edges: Grade HGS

b. Vertical Surfaces: Grade VGS

c. Post-formed Surfaces: Grade HGP

E. Materials for Semiexposed Surfaces: High-pressure decorative laminate, ISO 4586-3.

1.5 MATERIALS

A. Fire-Retardant-Treated Materials: Where indicated on Drawings.

B. Cabinet Hardware:

1. Hinges: Frameless, concealed.

2. Pulls: Back mounted.

PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS 064116 - 2

Copyright © 2023 by the American Institute of Architects. Warning: This AIA MasterSpec based document is protected by U.S. Copyright Law and International

3. Adjustable shelf supports: Metal.

4. Locks: Door and drawer.

5. Drawer and Door Silencers: ANSI/BHMA A156.16, L03011.

6. Soft-close Mechanisms.

7. Exposed Hardware Finishes: Satin stainless steel.

END OF SECTION 064116

ORNAMENTAL WOODWORK 064400 - 1

Copyright © 2023 by the American Institute of Architects. Warning: This AIA MasterSpec based document is protected by U.S. Copyright Law and International

SECTION 064400 - ORNAMENTAL WOODWORK

1.1 SUMMARY

A. Section Includes:

1. Interior ornamental woodwork.

2. Finishing of ornamental woodwork.

1.2 SUSTAINABILITY REQUIREMENTS

1. Recycled content.

2. Certified wood.

3. Low-emitting composite wood products.

1.3 QUALITY ASSURANCE

A. Manufacturer's Qualifications: AWI's Quality Certification Program licensed participant or equivalent certification..

1.4 INTERIOR ORNAMENTAL WORK FOR TRANSPARENT FINISH

A. Architectural Woodwork Standards Grade: Premium.

B. Wood Species and Cut: Match species and cut indicated for other types of transparent-finished architectural woodwork located in same area of building unless otherwise indicated.

1. Species: As indicated on drawings.

2. Cut: As indicated on drawings.

1.5 INTERIOR ORNAMENTAL WORK FOR OPAQUE FINISH

A. Architectural Woodwork Standards Grade: Premium.

B. Wood Species: Eastern white pine, sugar pine, or western white pine.

1.6 MATERIALS

A. Wood materials are preservative treated and, where indicated on drawings, fire-retardant treated.

1.7 SHOP FINISHING

A. Same grade as woodwork.

ORNAMENTAL WOODWORK 064400 - 2

Copyright © 2023 by the American Institute of Architects. Warning: This AIA MasterSpec based document is protected by U.S. Copyright Law and International

B. Premium for transparent finish. Premium for opaque finish.

C. Extent: Transparent-finished ornamental woodwork shop finished; opaque-finished ornamental woodwork field finished.

END OF SECTION 064400

BITUMINOUS DAMPPROOFING 071113 - 1

SECTION 071113 - BITUMINOUS DAMPPROOFING

1.1 MATERIALS

A. Cold-applied, emulsified asphalt.

1.2 INSTALLATION

A. Cold-Applied, Emulsified-Asphalt Dampproofing:

1. Concrete Foundations: One fibered brush or spray coat or one trowel coat.

END OF SECTION 071113

SELF-ADHERING SHEET WATERPROOFING 071326 - 1

SECTION 071326 - SELF-ADHERING SHEET WATERPROOFING

1.1 QUALITY ASSURANCE

A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by waterproofing manufacturer.

1.2 WARRANTY

A. Manufacturer's Warranty: Three years for materials only.

1.3 MATERIALS

A. Sheet Waterproofing: Modified bituminous sheet waterproofing, fabric reinforced.

B. Auxiliary Materials:

1. Primer: Waterborne.

2. Metal Termination Bars: Aluminum.

C. Molded-Sheet Drainage Panels: Composite subsurface drainage panel with polymeric film and with nonwoven geotextile facing.

D. Insulation Drainage Panels: Extruded-polystyrene board, unfaced, with grooved drainage channels.

1.4 INSTALLATION

A. Install modified bituminous sheets in accordance with waterproofing manufacturer's written installation instructions.

1.5 FIELD QUALITY CONTROL

A. Testing Agency: Owner engaged.

B. Inspections by manufacturer's full-time site representative.

C. Testing: Flood testing of each deck area.

END OF SECTION 071326

BENTONITE WATERPROOFING 071700 - 1

SECTION 071700 - BENTONITE WATERPROOFING

1.1 QUALITY ASSURANCE

A. Mockups.

1.2 PRECONSTRUCTION TESTING

A. Water testing.

1.3 WARRANTY

A. Materials and Workmanship: Five years.

1.4 MATERIALS

A. Contaminant-resistant geotextile/bentonite sheets.

1.5 FIELD QUALITY CONTROL

A. Manufacturer's representative to inspect application.

B. Testing Agency: Contractor engaged to perform flood testing.

END OF SECTION 071700

THERMAL INSULATION 072100 - 1

SECTION 072100 - THERMAL INSULATION

1.1 MATERIALS

A. Insulation:

1. Polyisocyanurate Board: Foil faced, Type I, Class 1 or Class 2.

2. Glass-Fiber Blanket: Foil faced.

B. Auxiliary Insulating Materials:

1. Insulation fasteners.

2. Adhesive.

END OF SECTION 072100

FOAMED-IN-PLACE INSULATION 072119 - 1

SECTION 072119 - FOAMED-IN-PLACE INSULATION

1.1 MATERIALS

A. Closed-Cell Spray Polyurethane Foam: Type II, minimum density of 1.5 lb/cu. ft..

END OF SECTION 072119

VAPOR RETARDERS 072600 - 1

SECTION 072600 - VAPOR RETARDERS

1.1 MATERIALS

A. Polyethylene Vapor Retarders: 6-mil- thick sheet.

END OF SECTION 072600

FLUID-APPLIED MEMBRANE AIR BARRIERS 072726 - 1

SECTION 072726 - FLUID-APPLIED MEMBRANE AIR BARRIERS

1.1 QUALITY ASSURANCE

A. Installer Qualifications: Trained and approved by manufacturer and ABAA certified.

1.2 MOCKUPS

A. Mockups of wall assembly.

1.3 PERFORMANCE REQUIREMENTS

A. Air-Barrier Assembly Air Leakage: Maximum 0.04 cfm/sq. ft. of surface area at 1.57 lbf/sq. ft..

1.4 AIR-BARRIER MEMBRANES

A. High-Build Air Barrier type.

B. Medium-Build Air Barrier: Vapor-permeable type.

C. Low-Build Air Barrier: Vapor-permeable type.

D. Air Permeance: Maximum 0.004 cfm/sq. ft. of surface area at 1.57-lbf/sq. ft..

E. Vapor Permeance:

1. Vapor-Retarding Type: Maximum 0.1 perm.

F. Fire Propagation Characteristics: Passes NFPA 285.

G. UV Resistance: Can be exposed to sunlight for 180 days.

1.5 FIELD QUALITY CONTROL

A. ABAA Quality Assurance Program.

B. Testing and Inspecting: By Contractor-engaged agency for air-leakage locations air-leakage volume and adhesion.

END OF SECTION 072726

FORMED METAL WALL PANELS 074213.13 - 1

SECTION 074213.13 - FORMED METAL WALL PANELS

1.1 QUALITY ASSURANCE

A. Portable roll-forming equipment allowed.

B. Mockups.

1.2 WARRANTY

A. Special Warranty: Two years.

B. Finishes: 20 years.

1.3 PERFORMANCE REQUIREMENTS

A. Structural Performance: ASTM E1592.

1. Wind Loads: As indicated on Drawings.

2. Other Design Loads: As indicated on Drawings.

3. Deflection Limits: 1/180.

B. Air Infiltration: ASTM E283.

C. Water Penetration: ASTM E331.

D. Fire-Resistance Rating: ASTM E119 and UL listed.

1.4 PRODUCTS

A. Concealed-Fastener, Lap-Seam Metal Wall Panels:

1. Profile: Reveal joint.

2. Material: Aluminum sheet.

3. Exterior Finish: Two-coat fluoropolymer.

B. Accessories: Flashing and trim.

1.5 INSTALLATION

A. Watertight Installation: Sealant or tape at joints.

END OF SECTION 074213.13

STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS

MEMBRANE ROOFING

075216 - 1

SECTION 075216 - STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS

MEMBRANE ROOFING

1.1 PREINSTALLATION MEETINGS

A. Preinstallation roofing conference.

1.2 WARRANTY

A. Special Manufacturer's Materials and Workmanship Warranty: 30 years.

B. Roofing System Installer's Warranty: Two years.

1.3 PERFORMANCE REQUIREMENTS

A. Wind-Uplift Resistance:

1. Zone 1 (Roof Area Field) Uplift Pressure: As indicated on drawings.

2. Zone 2 (Roof Area Perimeter) Uplift Pressure: As indicated on drawings .

3. Zone 3 (Roof Area Corner) Uplift Pressure: As indicated on drawings .

B. FM Approvals' RoofNav Listing: Class 1A-120.

C. SPRI's "Directory of Roof Assemblies" Wind-Uplift Load Capacity Listing: As indicated on drawings .

D. Cool-Roof Performance: Solar Reflective Index: 29.

E. Exterior Fire-Test Exposure: Class A.

1.4 MATERIALS

A. Low-emitting adhesives and sealants.

B. Sheathing paper.

C. Base Sheet: Smooth-surfaced reinforced sheet meeting ASTM D6162/D6162M, Type I, Grade S.

D. Cap Sheet: Granule-surfaced reinforced sheet meeting ASTM D6162/D6162M, Type I, Grade G.

E. Base Flashing Sheet:

1. Granule-Surfaced Base Flashing Sheet: Matching cap sheet.

2. Metal-Surfaced Base Flashing Sheet: ASTM D6298, metal-foil-surfaced.

STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS

MEMBRANE ROOFING

075216 - 2

F. Substrate Board: Glass-mat, gypsum board.

G. Vapor Retarder: Self-adhering, rubberized asphalt sheet.

H. Roof Insulation: Polyisocyanurate board.

1. Tapered Insulation: 1/4 inch per 12 inches.

I. Insulation cant strips.

J. Tapered edge strips.

K. Cover Board: Glass-mat gypsum board.

L. Walkways:

1. Pads: Polymer-modified, reconstituted rubber pads.

2. Cap Sheet Strips: Matching cap sheet.

1.5 INSTALLATION

A. Roof Insulation: Adhered.

B. Roofing System Installation Method: Self-adhered:

END OF SECTION 075216

POLYVINYL-CHLORIDE (PVC) ROOFING 075419 - 1

SECTION 075419 - POLYVINYL-CHLORIDE (PVC) ROOFING

1.1 WARRANTY

A. Manufacturer's Materials and Workmanship Warranty: 30 years.

B. Installer's Warranty: Two years.

1.2 PERFORMANCE REQUIREMENTS

A. Wind Uplift Resistance:

1. Zone 1 (Roof Area Field): As indicated on drawings.

2. Zone 2 (Roof Area Perimeter):…