state of delaware caesar rodney school district contract...

STATE OF DELAWARE

CAESAR RODNEY SCHOOL DISTRICT

CONTRACT # SRS-18-012-NEWELEM

SPECIFICATIONS

VOLUME 2

FOR

NEW CAESAR RODNEY ELEMENTARY SCHOOL

IN

Magnolia, Delaware

PREPARED

BY

Becker Morgan Group, Inc.

REBID DOCUMENTS

November 30, 2018

NEW CAESAR RODNEY ELEMENTARY SCHOOL 2017073.00

PROJECT TITLE PAGE 000101 - 1

DOCUMENT 000101 - PROJECT TITLE PAGE

1.1 PROJECT MANUAL VOLUME 2

A. New Caesar Rodney Elementary School.

B. Magnolia, Delaware.

C. Owner Project No. SRS-18-012-NEWELEM.

D. Architect Project No. 2017073.00.

E. Owner: Caesar Rodney School District. Ken Starke 7 Front Street

Wyoming, Delaware 19934

Phone: 302.698.4800 Fax: 302.697.3406

F. Architect: Becker Morgan Group, Inc. Bryan Hutchison, AIA 312 West Main Street, Suite 300

Salisbury, Maryland 21801

Phone: 410.546.9100 Fax: 410.546.5824

G. Civil Engineer: Becker Morgan Group, Inc. Jonathan Falkowski, P.E. 309 South Governors Avenue

Dover, Delaware 19904

Phone: 302.734.7950 Fax: 302.734.7965

H. Structural Engineer: Baker Ingram Associates, Inc. Cherie Moore, P.E. 1050 South State Street

Dover, Delaware 19901

Phone: 302.734.7400 Fax: 302.734.7592

I. Mechanical and Electrical Engineer: Studio JAED Brian Zigmond, P.E. 2500 Wrangle Hill Road

Fox Run Office Plaza, Suite 110

Bear, Delaware 19701

Phone: 302.832.1652 Fax: 302.832.1423

J. Food Service Consultant: Nyikos Associates, Inc. Jay Garcia, FCSI 18205-A Flower Hill Way

Gaithersburg, Maryland 20879

Phone: 240.683.9530 Fax: 240.683.9532

K. Issued: November 30, 2018.

L. Copyright 2018 Becker Morgan Group, Inc. All rights reserved.

END OF DOCUMENT 000101


TABLE OF CONTENTS 000110 - 1

SECTION 000110 TABLE OF CONTENTS VOLUME I DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS 000101 PROJECT TITLE PAGE 000110 TABLE OF CONTENTS 000115 LIST OF DRAWING SHEETS 001116 INVITATION TO BID 002113 INSTRUCTIONS TO BIDDERS 002600 PROCUREMENT SUBSTITUTION PROCEDURES 002600A SUBSTITUTION REQUEST – BIDDING AND NEGOTIATING PHASE 003132 GEOTECHNICAL DATA 003132A HILLIS-CARNES GEOTECHNICAL ENGINEERING REPORT 004113 BID FORM 004313 BID BOND 004393 BID SUBMITTAL CHECKLIST 005213 AGREEMENT FORM – STIPULATED SUM 005213A AIA DOCUMENT A101-2017 STANDARD FORM OF AGREEMENT BETWEEN OWNER

AND CONTRACTOR 005400 SUPPLEMENT TO AGREEMENT A101-2017 – EXHIBIT A INSURANCE AND BONDS 005400A AIA A101-2017 EXHIBIT A INSURANCE AND BONDS 006000 PROJECT FORMS 006100A PERFORMANCE BOND 006100B PAYMENT BOND 006216 CERTIFICATES OF INSURANCE 007200 GENERAL CONDITIONS 007200A AIA DOCUMENT A201-2017 GENERAL CONDITIONS OF THE CONTRACT FOR

CONSTRUCTION 007300 SUPPLEMENTARY GENERAL CONDITIONS 007346 WAGE DETERMINATION SCHEDULE 007346A PREVAILING WAGE RATES 008113 GENERAL REQUIREMENTS 008114 DRUG TESTING REPORT FORMS DIVISION 01 – GENERAL REQUIREMENTS 011000 SUMMARY 012100 ALLOWANCES 012100A ALLOWANCE AUTHORIZATION FORM 012200 UNIT PRICES 012300 ALTERNATES 012500 SUBSTITUTION PROCEDURES 012500A SUBSTITUTION REQUEST – CONSTRUCTION PHASE 012600 CONTRACT MODIFICATION PROCEDURES 012600A EXHIBIT – FIELD BULLETIN 012900 PAYMENT PROCEDURES 013100 PROJECT MANAGEMENT AND COORDINATION 013100A RELEASE OF ELECTRONIC MEDIA 013100B CADD RELEASE FORM 013200 CONSTRUCTION PROGRESS DOCUMENTATION 013300 SUBMITTAL PROCEDURES 014000 QUALITY REQUIREMENTS 014200 REFERENCES 015000 TEMPORARY FACILITIES AND CONTROLS



016000 PRODUCT REQUIREMENTS 017300 EXECUTION 017700 CLOSEOUT PROCEDURES 017823 OPERATION AND MAINTENANCE DATA 017839 PROJECT RECORD DOCUMENTS 017900 DEMONSTRATION AND TRAINING 019113 GENERAL COMMISSIONING REQUIREMENTS VOLUME II DIVISION 02 – EXISTING CONDITIONS NOT USED DIVISION 03 – CONCRETE 033000 CAST-IN-PLACE CONCRETE DIVISION 04 – MASONRY 042000 UNIT MASONRY 047200 CAST STONE MASONRY 047300 MANUFACTURED STONE MASONRY DIVISION 05 – METALS 051200 STRUCTURAL STEEL 052100 STEEL JOIST FRAMING 053100 STEEL DECKING 054000 COLD-FORMED METAL FRAMING 054400 COLD-FORMED METAL TRUSSES 055000 METAL FABRICATIONS 055113 METAL PAN STAIRS 055133 METAL LADDERS 055213 PIPE AND TUBE RAILINGS 057000 DECORATIVE METAL DIVISION 06 – WOOD, PLASTICS AND COMPOSITES 061053 MISCELLANEOUS ROUGH CARPENTRY 061600 SHEATHING 062013 EXTERIOR FINISH CARPENTRY 064023 INTERIOR ARCHITECTURAL WOODWORK 068200 COMPOSITE TRIM DIVISION 07 – THERMAL AND MOISTURE PROTECTION 071113 BITUMINOUS DAMP PROOFING 071326 SELF-ADHERING SHEET WATERPROOFING 072100 THERMAL INSULATION 072500 WEATHER BARRIERS 072736 SPRAYED FOAM AIR BARRIER 074113.16 STANDING-SEAM METAL ROOF PANELS 074213.13 FORMED METAL WALL PANELS 074293 SOFFIT PANELS 075323 ETHYLENE-PROPYLENE-DIENE-MONOMER (EPDM) ROOFING 076200 SHEET METAL FLASHING AND TRIM 077100 ROOF SPECIALTIES 077200 ROOF ACCESSORIES



077253 SNOW GUARDS 078413 PENETRATION FIRESTOPPING 078443 JOINT FIRESTOPPING 079100 PREFORMED JOINT SEALS 079200 JOINT SEALANTS 079219 ACOUSTICAL JOINT SEALANTS 079513.13 INTERIOR EXPANSION JOINT COVER ASSEMBLIES DIVISION 08 – OPENINGS 080671 DOOR HARDWARE SCHEDULE 081113 HOLLOW METAL DOORS AND FRAMES 081416 FLUSH WOOD DOORS 081600 COMPOSITE DOORS 083113 ACCESS DOORS AND FRAMES 083313 COILING COUNTER DOORS 083323 OVERHEAD COILING DOORS 084113 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 085113 ALUMINUM WINDOWS 087100 DOOR HARDWARE 088000 GLAZING 088813 FIRE-RESISTANT GLAZING 089119 FIXED LOUVERS DIVISION 09 – FINISHES 092116.23 GYPSUM BOARD SHAFT WALL ASSEMBLIES 092216 NON-STRUCTURAL METAL FRAMING 092900 GYPSUM BOARD 095113 ACOUSTICAL PANEL CEILINGS 095443 STRETCHED-FABRIC CEILING SYSTEMS 096513 RESILIENT BASE AND ACCESSORIES 096516 RESILIENT SHEET FLOORING 096519 RESILIENT TILE FLOORING 096566 RESILIENT ATHLETIC FLOORING 096723 RESINOUS FLOORING 096813 TILE CARPETING 097200 WALL COVERINGS 098433 SOUND-ABSORBING WALL UNITS 099113 EXTERIOR PAINTING 099123 INTERIOR PAINTING 099600 HIGH PERFORMANCE COATINGS DIVISION 10 – SPECIALTIES 101100 VISUAL DISPLAY UNITS 101200 DISPLAY CASES 101416 PLAQUES 101416A PLAQUE 101419 DIMENSIONAL LETTER SIGNAGE 101423 PANEL SIGNAGE 101463 ELECTRONIC MESSAGE SIGNAGE 102113.19 PLASTIC TOILET COMPARTMENTS 102123 CUBICLE CURTAINS AND TRACK 102239 FOLDING PANEL PARTITIONS 102800 TOILET, BATH, AND LAUNDRY ACCESSORIES 104413 FIRE PROTECTION CABINETS 104416 FIRE EXTINGUISHERS



105113 METAL LOCKERS 105613 METAL STORAGE SHELVING 107316.13 METAL CANOPIES 107326.13 METAL WALKWAY COVERINGS 107516 GROUND-SET FLAGPOLES DIVISION 11 – EQUIPMENT 112800 OFFICE EQUIPMENT 113013 RESIDENTIAL APPLIANCES 114000 FOOD SERVICE EQUIPMENT 115213.19 REAR PROJECTION SCREENS 116143 STAGE CURTAINS 116623 GYMNASIUM EQUIPMENT DIVISION 12 – FURNISHINGS 122113 HORIZONTAL LOUVER BLINDS 122413 ROLLER WINDOW SHADES 123216 MANUFACTURED PLASTIC-LAMINATE-CLAD CASEWORK 123623.13 PLASTIC-LAMINATE-CLAD COUNTERTOPS 123661.16 SOLID SURFACING COUNTERTOPS DIVISION 13 – SPECIAL CONSTRUCTION N/A DIVISION 14 – CONVEYING EQUIPMENT 142400 HYDRAULIC ELEVATORS VOLUME III DIVISION 21 – FIRE SUPPRESSION 210500 COMMON WORK RESULTS FOR FIRE SUPPRESSION 210513 COMMON MOTOR REQUIREMENTS FOR FIRE SUPPRESSION EQUIPMENT 210548 VIBRATION & SEISMIC CONTROLS FOR FIRE SUPPRESSION PIPING AND EQUIPMENT 210553 IDENTIFICATION FOR FIRE SUPPRESSION PIPING AND EQUIPMENT 210719 FIRE SUPPRESSION PIPING INSULATION 211200 FIRE-SUPPRESSION STANDPIPES 211300 FIRE-SUPPRESSION SPRINKLER SYSTEMS 213000 FIRE PUMPS DIVISION 22 – PLUMBING 220516 EXPANSION FITTINGS AND LOOPS FOR PLUMBING PIPING 220519 METERS AND GAGES FOR PLUMBING PIPING 220548 VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND EQUIPMENT 220553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT 220716 PLUMBING EQUIPMENT INSULATION 220719 PLUMBING PIPING INSULATION 221005 PLUMBING PIPING 221006 PLUMBING PIPING SPECIALTIES 221113 FACILITY WATER DISTRIBUTION PIPING 221313 FACILITY SANITARY SEWERAGE 221343 FACILITY PACKAGED SEWAGE PUMPING STATION 223000 PLUMBING EQUIPMENT 224000 PLUMBING FIXTURES



DIVISION 23 – HVAC 230513 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT 230516 EXPANSION FITTINGS AND LOOPS FOR HVAC PIPING 230519 METERS AND GAGES FOR HVAC PIPING 230548 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND EQUIPMENT 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 SYSTEM FOR HVAC 230993 SEQUENCE OF OPERATIONS FOR HVAC CONTROLS 232113 HYDRONIC PIPING 232300 REFRIGERANT PIPING 233100 HVAC DUCTS AND CASINGS 233300 AIR DUCT ACCESSORIES 233423 HVAC POWER VENTILATORS 233700 AIR OUTLETS AND INLETS 233813 COMMERCIAL-KITCHEN HOODS 237223 PACKAGED AIR-TO-AIR ENERGY RECOVERY UNITS 237413 PACKAGED OUTDOOR CENTRAL-STATION AIR-HANDLING UNITS 238101 TERMINAL HEAT TRANSFER UNITS 238127 SMALL SPLIT-SYSTEM HEATING AND COOLING 238129 VARIABLE REFRIGERANT VOLUME (VRV) HVAC SYSTEM VOLUME IV DIVISION 26 – ELECTRICAL 260519 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260529 HANGARS AND SUPPORTS FOR ELECTRICAL SYSTEMS 260534 CONDUIT 260537 BOXES 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS 260573 POWER SYSTEM STUDIES 260919 ENCLOSED CONTACTORS 260923 LIGHTING CONTROL DEVICES 262200 LOW-VOLTAGE TRANSFORMERS 262413 SWITCHBOARDS 262416 PANELBOARDS 262701 ELECTRICAL SERVICE ENTRANCE 262717 EQUIPMENT WIRING 262726 WIRING DEVICES 262813 FUSES 262817 ENCLOSED CIRCUIT BREAKERS 262818 ENCLOSED SWITCHES 262913 ENCLOSED CONTROLLERS 262923 VARIABLE FREQUENCY MOTOR CONTROLLERS 263213 ENGINE GENERATORS 263600 TRANSFER SWITCHES 264300 SURGE PROTECTIVE DEVICES 265100 INTERIOR LIGHTING



265600 EXTERIOR LIGHTING DIVISION 27 – COMMUNICATIONS 271005 STRUCTURED CABLING FOR VOICE AND DATA – INSIDE PLANT 275117 PUBLIC ADDRESS SYSTEMS 275120 GYM & CAFETERIA AUDIOVISUAL REINFORCEMENT SYSTEM 275313 WIRELESS CLOCK SYSTEMS DIVISION 28 – ELECTRONIC SAFETY AND SECURITY 281000 ACCESS CONTROL SYSTEMS 281601 INTRUSION DETECTION SYSTEMS 282319 NETWORK VIDEO RECORDING SYSTEM 283100 FIRE DETECTION AND ALARM DIVISION 31 – EARTHWORK 311000 SITE CLEARING 312000 EARTH MOVING 312319 DEWATERING 313116 TERMITE CONTROL 315000 EXCAVATION SUPPORT AND PROTECTION DIVISION 32 – EXTERIOR IMPROVEMENTS 321216 ASPHALT PAVING 321313 CONCRETE PAVING 321373 CONCRETE JOINT SEALANT 323113 CHAIN LINK FENCES AND GATES 323300 SITE FURNISHINGS 329200 TURF AND GRASSES 329300 LANDSCAPE ARCHITECTURE DIVISION 33 – UTILITIES 330500 COMMON WORK RESULTS FOR UTILITIES 334100 STORM DRAINAGE UTILITY PIPING 337119 ELECTRICAL UNDERGROUND DUCTS AND MANHOLES 337900 SITE GROUNDING END OF TABLE OF CONTENTS


CAST-IN-PLACE CONCRETE 033000 - 1

SECTION 033000 - CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

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

B. Related Requirements:

1. Section 312000 "Earth Moving" for drainage fill under slabs-on-grade.2. Section 321313 "Concrete Paving" for concrete pavement and walks.3. Section 321316 "Decorative Concrete Paving" for decorative concrete pavement and

walks.

1.3 DEFINITIONS

A. Cementitious Materials: Portland cement alone or in combination with one or more of the following: blended hydraulic cement, fly ash, slag cement, other pozzolans, and silica fume; materials subject to compliance with requirements.

B. W/C Ratio: The ratio by weight of water to cementitious materials.

1.4 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1. Before submitting design mixtures, review concrete design mixture and examineprocedures for ensuring quality of concrete materials. Require representatives of eachentity directly concerned with cast-in-place concrete to attend, including the following:

a. Contractor's superintendent.b. Independent testing agency responsible for concrete design mixtures.c. Ready-mix concrete manufacturer.d. Concrete Subcontractor.e. Special concrete finish Subcontractor.

2. Review special inspection and testing and inspecting agency procedures for field qualitycontrol, concrete finishes and finishing, cold- and hot-weather concreting procedures,curing procedures, construction contraction and isolation joints, and joint-filler strips,



semirigid joint fillers, vapor-retarder installation, anchor rod and anchorage device installation tolerances, steel reinforcement installation, [methods for achieving specified floor and slab flatness and levelness and concrete protection.

1.5 ACTION SUBMITTALS

A. Product Data: For each type of product.

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

1. Indicate amounts of mixing water to be withheld for later addition at Project site.

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

D. Construction Joint Layout: Indicate proposed construction joints required to construct the structure.

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

E. Samples: For waterstops & vapor retarder.

1.6 INFORMATIONAL SUBMITTALS

A. Qualification Data: For Installer, manufacturer & testing agency.

B. Welding certificates.

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

1. Cementitious materials. 2. Admixtures. 3. Form materials and form-release agents. 4. Steel reinforcement and accessories. 5. Fiber reinforcement. 6. Waterstops. 7. Curing compounds. 8. Floor and slab treatments. 9. Bonding agents. 10. Adhesives. 11. Vapor retarders. 12. Semirigid joint filler. 13. Joint-filler strips. 14. Repair materials.



D. Material Test Reports: For the following, from a qualified testing agency:

1. Aggregates: Include service record data indicating absence of deleterious expansion of concrete due to alkali aggregate reactivity.

E. Formwork Shop Drawings: Prepared by or under the supervision of a qualified professional engineer, detailing fabrication, assembly, and support of formwork.

1. Shoring and Reshoring: Indicate proposed schedule and sequence of stripping formwork, shoring removal, and reshoring installation and removal.

F. Floor surface flatness and levelness measurements indicating compliance with specified tolerances.

G. Field quality-control reports.

H. Minutes of preinstallation conference.

1.7 QUALITY ASSURANCE

A. Installer Qualifications: A qualified installer who employs on Project personnel qualified as ACI-certified Flatwork Technician and Finisher and a supervisor who is an ACI-certified Concrete Flatwork Technician.

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

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

C. Welding Qualifications: Qualify procedures and personnel according to AWS D1.4/D 1.4M.

1.8 PRECONSTRUCTION TESTING

A. Preconstruction Testing Service: Engage a qualified testing agency to perform preconstruction testing on concrete mixtures.

1.9 DELIVERY, STORAGE, AND HANDLING

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

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



1.10 FIELD CONDITIONS

A. Cold-Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures.

1. When average high and low temperature is expected to fall below 40 deg F (4.4 deg C) for three successive days, maintain delivered concrete mixture temperature within the temperature range required by ACI 301 (ACI 301M).

2. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials.

3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in mixture designs.

B. Hot-Weather Placement: Comply with ACI 301 (ACI 301M) and ACI 305.1 (ACI 305.1M), and as follows:

1. Maintain concrete temperature below 90 deg F (32 deg C) at time of placement. Chilled mixing water or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option.

2. Fog-spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade uniformly moist without standing water, soft spots, or dry areas.

PART 2 - PRODUCTS

2.1 CONCRETE, GENERAL

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

1. ACI 301 (ACI 301M). 2. ACI 117 (ACI 117M).

2.2 FORM-FACING MATERIALS

A. Smooth-Formed Finished Concrete: Form-facing panels that provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints.

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

B. Rough-Formed Finished Concrete: Plywood, lumber, metal, or another approved material. Provide lumber dressed on at least two edges and one side for tight fit.

C. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch (19 by 19 mm), minimum.



D. 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.

2.3 STEEL REINFORCEMENT

A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), deformed.

B. Steel Bar Mats: ASTM A 184/A 184M, fabricated from ASTM A 615/A 615M, Grade 60 (Grade 420), deformed bars, assembled with clips.

C. Plain-Steel Wire: ASTM A 1064/A 1064M, as drawn.

D. Plain-Steel Welded-Wire Reinforcement: ASTM A 1064/A 1064M, plain, fabricated from as-drawn steel wire into flat sheets.

2.4 REINFORCEMENT ACCESSORIES

A. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded-wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice," of greater compressive strength than concrete and as follows:

1. For concrete surfaces exposed to view, where legs of wire bar supports contact forms, use CRSI Class 1 plastic-protected steel wire or CRSI Class 2 stainless-steel bar supports.

2.5 CONCRETE MATERIALS

A. Cementitious Materials:

1. Portland Cement: ASTM C 150/C 150M, Type I or Type II. 2. Fly Ash: ASTM C 618, Class F. 3. Blended Hydraulic Cement: ASTM C 595/C 595M, Type IS, portland blast-furnace slag

cement.

B. Normal-Weight Aggregates: ASTM C 33/C 33M, coarse aggregate or better, graded. Provide aggregates from a single source.

1. Maximum Coarse-Aggregate Size: 1-1/2 inches (38 mm) nominal. 2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.

C. Air-Entraining Admixture: ASTM C 260/C 260M.

D. Chemical Admixtures: Certified by manufacturer to be compatible with other admixtures and that do not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride.



1. Water-Reducing Admixture: ASTM C 494/C 494M, Type A. 2. Retarding Admixture: ASTM C 494/C 494M, Type B. 3. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D. 4. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F. 5. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type G. 6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II.

E. Set-Accelerating Corrosion-Inhibiting Admixture: Commercially formulated, anodic inhibitor or mixed cathodic and anodic inhibitor; capable of forming a protective barrier and minimizing chloride reactions with steel reinforcement in concrete and complying with ASTM C 494/C 494M, Type C.

F. Water: ASTM C 94/C 94M and potable.

2.6 WATERSTOPS

A. Flexible PVC Waterstops: CE CRD-C 572, for embedding in concrete to prevent passage of fluids through joints. Factory fabricate corners, intersections, and directional changes.

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

a. BoMetals, Inc. b. Greenstreak. c. Paul Murphy Plastics Company. d. Vinylex Corp.

2. Profile: [Flat dumbbell with center bulb] [Flat dumbbell without center bulb]

[Ribbed with center bulb] [Ribbed without center bulb] [As indicated] .

3. Dimensions: 9 inches by 3/8 inch thick (225 mm by 10 mm thick); nontapered.

2.7 VAPOR RETARDERS

A. Sheet Vapor Retarder: ASTM E 1745, Class A. Include manufacturer's recommended adhesive or pressure-sensitive tape.

1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following:

a. Fortifiber Building Systems Group; Moistop Ultra 15. b. Grace Construction Products, W. R. Grace & Co.; Florprufe 120. c. Meadows, W. R., Inc.; Perminator 15 mil. d. Raven Industries Inc.; Vapor Block 15. e. Stego Industries, LLC; Stego Wrap 15 mil Class A.



2.8 LIQUID FLOOR TREATMENTS

A. Penetrating Liquid Floor Treatment: Clear, chemically reactive, waterborne solution of inorganic silicate or siliconate materials and proprietary components; odorless; that penetrates, hardens, and densifies concrete surfaces.


a. ChemTec Int'l; ChemTec One. b. Euclid Chemical Company (The), an RPM company; Euco Diamond Hard. c. L&M Construction Chemicals, Inc.; Seal Hard. d. Meadows, W. R., Inc.; LIQUI-HARD.

2.9 CURING MATERIALS

A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete.


a. Axim Italcementi Group, Inc.; CATEXOL CimFilm. b. ChemMasters; SprayFilm. c. Euclid Chemical Company (The), an RPM company; Eucobar. d. L&M Construction Chemicals, Inc.; E-CON. e. Meadows, W. R., Inc.; EVAPRE.

B. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. (305 g/sq. m) when dry.

C. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet.

D. Water: Potable.

E. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, dissipating.


a. Anti-Hydro International, Inc.; AH Curing Compound #2 DR WB. b. ChemMasters; Safe-Cure Clear. c. Euclid Chemical Company (The), an RPM company; Kurez W VOX;

TAMMSCURE WB 30C. d. L&M Construction Chemicals, Inc.; L&M Cure R. e. Meadows, W. R., Inc.; 1100-CLEAR.



F. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, nondissipating, certified by curing compound manufacturer to not interfere with bonding of floor covering.


a. Anti-Hydro International, Inc.; AH Clear Cure WB. b. ChemMasters; Safe-Cure & Seal 20. c. Euclid Chemical Company (The), an RPM company; Aqua Cure VOX;

Clearseal WB 150. d. L&M Construction Chemicals, Inc.; Dress & Seal WB. e. Meadows, W. R., Inc.; Vocomp-20.

2.10 RELATED MATERIALS

A. Expansion- and Isolation-Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber or ASTM D 1752, cork or self-expanding cork.

B. Semirigid Joint Filler: Two-component, semirigid, 100 percent solids, epoxy resin with a Type A shore durometer hardness of 80 or aromatic polyurea with a Type A shore durometer hardness range of 90 to 95 according to ASTM D 2240.

C. Bonding Agent: ASTM C 1059/C 1059M, Type II, nonredispersible, acrylic emulsion or styrene butadiene.

D. Epoxy Bonding Adhesive: ASTM C 881, two-component epoxy resin, capable of humid curing and bonding to damp surfaces, of class suitable for application temperature and of grade to suit requirements, and as follows:

1. Types IV and V, load bearing, for bonding hardened or freshly mixed concrete to hardened concrete.

E. Reglets: Fabricate reglets of not less than 0.022-inch- (0.55-mm-) thick, galvanized-steel sheet. Temporarily fill or cover face opening of reglet to prevent intrusion of concrete or debris.

F. Dovetail Anchor Slots: Hot-dip galvanized-steel sheet, not less than 0.034 inch (0.85 mm) thick, with bent tab anchors. Temporarily fill or cover face opening of slots to prevent intrusion of concrete or debris.

2.11 REPAIR MATERIALS

A. Repair Underlayment: Cement-based, polymer-modified, self-leveling product that can be applied in thicknesses from 1/8 inch (3.2 mm) and that can be feathered at edges to match adjacent floor elevations.

1. Cement Binder: ASTM C 150/C 150M, portland cement or hydraulic or blended hydraulic cement as defined in ASTM C 219.



2. Primer: Product of underlayment manufacturer recommended for substrate, conditions, and application.

3. Aggregate: Well-graded, washed gravel, 1/8 to 1/4 inch (3.2 to 6 mm) or coarse sand as recommended by underlayment manufacturer.

4. Compressive Strength: Not less than 4100 psi (29 MPa) at 28 days when tested according to ASTM C 109/C 109M.

B. Repair Overlayment: Cement-based, polymer-modified, self-leveling product that can be applied in thicknesses from 1/4 inch (6.4 mm) and that can be filled in over a scarified surface to match adjacent floor elevations.

1. Cement Binder: ASTM C 150/C 150M, portland cement or hydraulic or blended hydraulic cement as defined in ASTM C 219.

2. Primer: Product of topping manufacturer recommended for substrate, conditions, and application.

3. Aggregate: Well-graded, washed gravel, 1/8 to 1/4 inch (3.2 to 6 mm) or coarse sand as recommended by topping manufacturer.

4. Compressive Strength: Not less than 5000 psi (34.5 MPa) at 28 days when tested according to ASTM C 109/C 109M.

2.12 CONCRETE MIXTURES, GENERAL

A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to ACI 301 (ACI 301M).

1. Use a qualified independent testing agency for preparing and reporting proposed mixture designs based on laboratory trial mixtures.

B. Cementitious Materials:[ Use fly ash, pozzolan, slag cement, and silica fume as needed to reduce the total amount of portland cement, which would otherwise be used, by not less than 40 percent.] [ Limit percentage, by weight, of cementitious materials other than portland cement in concrete as follows:]

1. Fly Ash: 25 percent. 2. Combined Fly Ash and Pozzolan: 25 percent. 3. Slag Cement: 50 percent. 4. Combined Fly Ash or Pozzolan and Slag Cement: 50 percent portland cement minimum,

with fly ash or pozzolan not exceeding 25 percent. 5. Silica Fume: 10 percent. 6. Combined Fly Ash, Pozzolans, and Silica Fume: 35 percent with fly ash or pozzolans not

exceeding 25 percent and silica fume not exceeding 10 percent. 7. Combined Fly Ash or Pozzolans, Slag Cement, and Silica Fume: 50 percent with fly ash

or pozzolans not exceeding 25 percent and silica fume not exceeding 10 percent.

C. Limit water-soluble, chloride-ion content in hardened concrete to [0.06] [0.15] [0.30] [1.00] percent by weight of cement.

D. Admixtures: Use admixtures according to manufacturer's written instructions.



1. Use [water-reducing] [high-range water-reducing] [or] [plasticizing] admixture in concrete, as required, for placement and workability.

2. Use water-reducing and -retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions.

3. Use water-reducing admixture in pumped concrete, concrete for heavy-use industrial slabs and parking structure slabs, concrete required to be watertight, and concrete with a w/c ratio below 0.50.

4. Use corrosion-inhibiting admixture in concrete mixtures where indicated.

E. Color Pigment: Add color pigment to concrete mixture according to manufacturer's written instructions and to result in hardened concrete color consistent with approved mockup.

2.13 CONCRETE MIXTURES FOR BUILDING ELEMENTS

A. Footings: Normal-weight concrete.

1. Minimum Compressive Strength: 3000 psi (20.7 MPa) at 28 days. 2. Maximum W/C Ratio: 0.50. 3. Slump Limit: 4 inches (100 mm) for concrete with verified slump of 2 to 4 inches (50 to

100 mm) plus or minus 1 inch (25 mm). 4. Air Content: 5.5 percent, plus or minus 1.5 percent at point of delivery for 1-1/2-inch (38-

mm) nominal maximum aggregate size.

B. Foundation Walls and Piers: Normal-weight concrete.

1. Minimum Compressive Strength: 4000 psi (27.6 MPa) at 28 days. 2. Maximum W/C Ratio: 0.45. 3. Slump Limit: 4 inches (100 mm) , plus or minus 1 inch (25 mm). 4. Air Content: 5.5 percent, plus or minus 1.5 percent at point of delivery for 1-1/2-inch (38-

mm) nominal maximum aggregate size.

C. Slabs-on-Grade: Normal-weight concrete.

1. Minimum Compressive Strength: 5000 psi (34.5 MPa) exterior and 4000 psi (27.6 MPa) interior at 28 days.

2. Maximum W/C Ratio: 0.45. 3. Slump Limit: 4 inches (100 mm), plus or minus 1 inch (25 mm). 4. Air Content: 5.5 percent, plus or minus 1.5 percent at point of delivery for 1-1/2-inch (38-

mm) nominal maximum aggregate size. 5. Air Content: Do not allow air content of trowel-finished floors to exceed 3 percent.

D. Suspended Slabs: Normal-weight concrete.

1. Minimum Compressive Strength: 4000 psi (27.6 MPa) at 28 days. 2. Maximum W/C Ratio: 0.45. 3. Minimum Cementitious Materials Content: 520 lb/cu. yd. (309 kg/cu. m). 4. Slump Limit: 4 inches (100 mm), plus or minus 1 inch (25 mm). 5. Air Content: 5.5 percent, plus or minus 1.5 percent at point of delivery for 1-1/2-inch (38-

mm) nominal maximum aggregate size. 6. Air Content: Do not allow air content of trowel-finished floors to exceed 3 percent.



2.14 FABRICATING REINFORCEMENT

A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."

2.15 CONCRETE MIXING

A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M and ASTM C 1116/C 1116M, and furnish batch ticket information.

1. When air temperature is between 85 and 90 deg F (30 and 32 deg C), reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 deg F (32 deg C), reduce mixing and delivery time to 60 minutes.

B. Project-Site Mixing: Measure, batch, and mix concrete materials and concrete according to ASTM C 94/C 94M. Mix concrete materials in appropriate drum-type batch machine mixer.

1. For mixer capacity of 1 cu. yd. (0.76 cu. m) or smaller, continue mixing at least 1-1/2 minutes, but not more than 5 minutes after ingredients are in mixer, before any part of batch is released.

2. For mixer capacity larger than 1 cu. yd. (0.76 cu. m), increase mixing time by 15 seconds for each additional 1 cu. yd. (0.76 cu. m).

3. Provide batch ticket for each batch discharged and used in the Work, indicating Project identification name and number, date, mixture type, mixture time, quantity, and amount of water added. Record approximate location of final deposit in structure.

PART 3 - EXECUTION

3.1 FORMWORK INSTALLATION

A. Design, erect, shore, brace, and maintain formwork, according to ACI 301 (ACI 301M), to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads.

B. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117 (ACI 117M).

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

D. Construct forms for easy removal without hammering or prying against concrete surfaces. Provide crush or wrecking plates where stripping may damage cast-concrete surfaces. Provide top forms for inclined surfaces steeper than 1.5 horizontal to 1 vertical.

1. Install keyways, reglets, recesses, and the like, for easy removal. 2. Do not use rust-stained steel form-facing material.

E. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and slopes in finished concrete surfaces. Provide and secure units to support screed strips; use strike-off templates or compacting-type screeds.



F. Provide temporary openings for cleanouts and inspection ports where interior area of formwork is inaccessible. Close openings with panels tightly fitted to forms and securely braced to prevent loss of concrete mortar. Locate temporary openings in forms at inconspicuous locations.

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

H. Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and bulkheads required in the Work. Determine sizes and locations from trades providing such items.

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

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

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

3.2 EMBEDDED ITEM INSTALLATION

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

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

2. Install reglets to receive waterproofing and to receive through-wall flashings in outer face of concrete frame at exterior walls, where flashing is shown at lintels, shelf angles, and other conditions.

3. Install dovetail anchor slots in concrete structures as indicated.

3.3 REMOVING AND REUSING FORMS

A. General: 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 (10 deg C) 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.

1. Leave formwork for beam soffits, joists, slabs, and other structural elements that support weight of concrete in place until concrete has achieved at least 70 percent of its 28-day design compressive strength.

2. Remove forms only if shores have been arranged to permit removal of forms without loosening or disturbing shores.

B. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or otherwise damaged form-facing material are not acceptable for exposed surfaces. Apply new form-release agent.



C. When forms are reused, clean surfaces, remove fins and laitance, and tighten to close joints. Align and secure joints to avoid offsets. Do not use patched forms for exposed concrete surfaces unless approved by Architect.

3.4 VAPOR-RETARDER INSTALLATION

A. Sheet Vapor Retarders: Place, protect, and repair sheet vapor retarder according to ASTM E 1643 and manufacturer's written instructions.

1. Lap joints 6 inches (150 mm) and seal with manufacturer's recommended tape.

B. Bituminous Vapor Retarders: Place, protect, and repair bituminous vapor retarder according to manufacturer's written instructions.

3.5 STEEL REINFORCEMENT INSTALLATION

A. General: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement.

1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete.

B. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials that reduce bond to concrete.

C. Accurately position, support, and secure reinforcement against displacement. Locate and support reinforcement with bar supports to maintain minimum concrete cover. Do not tack weld crossing reinforcing bars.

1. Weld reinforcing bars according to AWS D1.4/D 1.4M, where indicated.

D. Set wire ties with ends directed into concrete, not toward exposed concrete surfaces.

E. Install welded-wire reinforcement in longest practicable lengths on bar supports spaced to minimize sagging. Lap edges and ends of adjoining sheets at least one mesh spacing. Offset laps of adjoining sheet widths to prevent continuous laps in either direction. Lace overlaps with wire.

3.6 JOINTS

A. General: Construct joints true to line with faces perpendicular to surface plane of concrete.

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

1. Place joints perpendicular to main reinforcement. Continue reinforcement across construction joints unless otherwise indicated. Do not continue reinforcement through sides of strip placements of floors and slabs.

2. Form keyed joints as indicated. Embed keys at least 1-1/2 inches (38 mm) into concrete.



3. Locate joints for beams, slabs, joists, and girders in the middle third of spans. Offset joints in girders a minimum distance of twice the beam width from a beam-girder intersection.

4. Use a bonding agent at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces.

5. Use epoxy-bonding adhesive at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces.

C. Contraction Joints in Slabs-on-Grade: Form weakened-plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of concrete thickness as follows: 1. Sawed Joints: Form contraction joints with power saws equipped with shatterproof

abrasive or diamond-rimmed blades. Cut 1/8-inch- (3.2-mm-) wide joints into concrete when cutting action does not tear, abrade, or otherwise damage surface and before concrete develops random contraction cracks.

D. Isolation Joints in Slabs-on-Grade: After removing formwork, install joint-filler strips at slab junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations, as indicated.

1. Extend joint-filler strips full width and depth of joint, terminating flush with finished concrete surface unless otherwise indicated.

2. Terminate full-width joint-filler strips not less than 1/2 inch (13 mm) or more than 1 inch (25 mm) below finished concrete surface where joint sealants, specified in Section 079200 "Joint Sealants," are indicated.

3. Install joint-filler strips in lengths as long as practicable. Where more than one length is required, lace or clip sections together.

3.7 WATERSTOP INSTALLATION

A. Flexible Waterstops: Install in construction joints and at other joints indicated to form a continuous diaphragm. Install in longest lengths practicable. Support and protect exposed waterstops during progress of the Work. Field fabricate joints in waterstops according to manufacturer's written instructions.

B. Self-Expanding Strip Waterstops: Install in construction joints and at other locations indicated, according to manufacturer's written instructions, adhesive bonding, mechanically fastening, and firmly pressing into place. Install in longest lengths practicable.

3.8 CONCRETE PLACEMENT

A. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections are completed.

B. Do not add water to concrete during delivery, at Project site, or during placement unless approved by Architect.

C. Before test sampling and placing concrete, water may be added at Project site, subject to limitations of ACI 301 (ACI 301M).



1. Do not add water to concrete after adding high-range water-reducing admixtures to mixture.

D. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete is placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated. Deposit concrete to avoid segregation.

1. Deposit concrete in horizontal layers of depth not to exceed formwork design pressures and in a manner to avoid inclined construction joints.

2. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301 (ACI 301M).

3. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations to rapidly penetrate placed layer and at least 6 inches (150 mm) into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to lose plasticity. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mixture constituents to segregate.

E. Deposit and consolidate concrete for floors and slabs in a continuous operation, within limits of construction joints, until placement of a panel or section is complete.

1. Consolidate concrete during placement operations, so concrete is thoroughly worked around reinforcement and other embedded items and into corners.

2. Maintain reinforcement in position on chairs during concrete placement. 3. Screed slab surfaces with a straightedge and strike off to correct elevations. 4. Slope surfaces uniformly to drains where required. 5. Begin initial floating using bull floats or darbies to form a uniform and open-textured

surface plane, before excess bleedwater appears on the surface. Do not further disturb slab surfaces before starting finishing operations.

3.9 FINISHING FORMED SURFACES

A. Rough-Formed Finish: As-cast concrete texture imparted by form-facing material with tie holes and defects repaired and patched. Remove fins and other projections that exceed specified limits on formed-surface irregularities.

1. Apply to concrete surfaces not exposed to public view.

B. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces unless otherwise indicated.

3.10 FINISHING FLOORS AND SLABS

A. General: Comply with ACI 302.1R recommendations for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces.



B. Scratch Finish: While still plastic, texture concrete surface that has been screeded and bull-floated or darbied. Use stiff brushes, brooms, or rakes to produce a profile amplitude of 1/4 inch (6 mm) in one direction.

1. Apply scratch finish to surfaces indicated and to receive mortar setting beds for bonded cementitious floor finishes.

C. Float Finish: Consolidate surface with power-driven floats or by hand floating if area is small or inaccessible to power-driven floats. Restraighten, cut down high spots, and fill low spots. Repeat float passes and restraightening until surface is left with a uniform, smooth, granular texture.

1. Apply float finish to surfaces indicated, to receive trowel finish and to be covered with fluid-applied or sheet waterproofing, built-up or membrane roofing, or sand-bed terrazzo.

D. Trowel Finish: After applying float finish, apply first troweling and consolidate concrete by hand or power-driven trowel. Continue troweling passes and restraighten until surface is free of trowel marks and uniform in texture and appearance. Grind smooth any surface defects that would telegraph through applied coatings or floor coverings.

1. Apply a trowel finish to surfaces exposed to view or to be covered with resilient flooring, carpet, ceramic or quarry tile set over a cleavage membrane, paint, or another thin-film-finish coating system.

2. Finish surfaces to the following tolerances, according to ASTM E 1155 (ASTM E 1155M), for a randomly trafficked floor surface:

a. Specified overall values of flatness, F(F) 25; and of levelness, F(L) 20; with minimum local values of flatness, F(F) 17; and of levelness, F(L) 15.

E. Trowel and Fine-Broom Finish: Apply a first trowel finish to surfaces where ceramic or quarry tile is to be installed by either thickset or thinset method. While concrete is still plastic, slightly scarify surface with a fine broom.

1. Comply with flatness and levelness tolerances for trowel-finished floor surfaces.

F. Broom Finish: Apply a broom finish to exterior concrete platforms, steps, ramps, and elsewhere as indicated.

1. Immediately after float finishing, slightly roughen trafficked surface by brooming with fiber-bristle broom perpendicular to main traffic route. Coordinate required final finish with Architect before application.

3.11 MISCELLANEOUS CONCRETE ITEM INSTALLATION

A. Filling In: Fill in holes and openings left in concrete structures after work of other trades is in place unless otherwise indicated. Mix, place, and cure concrete, as specified, to blend with in-place construction. Provide other miscellaneous concrete filling indicated or required to complete the Work.



B. Curbs: Provide monolithic finish to interior curbs by stripping forms while concrete is still green and by steel-troweling surfaces to a hard, dense finish with corners, intersections, and terminations slightly rounded.

C. Equipment Bases and Foundations:

1. Coordinate sizes and locations of concrete bases with actual equipment provided. 2. Construct concrete bases [4 inches (100 mm)] [6 inches (150 mm)] [8 inches (200 mm)]

high unless otherwise indicated, and extend base not less than 6 inches (150 mm) in each direction beyond the maximum dimensions of supported equipment unless otherwise indicated or unless required for seismic anchor support.

3. Minimum Compressive Strength: [5000 psi (34.5 MPa)] [4500 psi (31 MPa)] [4000 psi (27.6 MPa)] [3500 psi (24.1 MPa)] [3000 psi (20.7 MPa)] at 28 days.

4. Install dowel rods to connect concrete base to concrete floor. Unless otherwise indicated, install dowel rods on 18-inch (450-mm) centers around the full perimeter of concrete base.

5. For supported equipment, install epoxy-coated anchor bolts that extend through concrete base and anchor into structural concrete substrate.

6. Prior to pouring concrete, place and secure anchorage devices. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded.

7. Cast anchor-bolt insert into bases. Install anchor bolts to elevations required for proper attachment to supported equipment.

D. Steel Pan Stairs: Provide concrete fill for steel pan stair treads, landings, and associated items. Cast-in inserts and accessories as shown on Drawings. Screed, tamp, and trowel finish concrete surfaces.

3.12 CONCRETE PROTECTING AND CURING

A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold-weather protection and ACI 305.1 (ACI 305.1M) for hot-weather protection during curing.

B. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h (1 kg/sq. m x h) before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing.

C. Formed Surfaces: Cure formed concrete surfaces, including underside of beams, supported slabs, and other similar surfaces. If forms remain during curing period, moist cure after loosening forms. If removing forms before end of curing period, continue curing for remainder of curing period.

D. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure unformed surfaces, including floors and slabs, concrete floor toppings, and other surfaces.

E. Cure concrete according to ACI 308.1, by one or a combination of the following methods:

1. Moisture Curing: Keep surfaces continuously moist for not less than seven days with the following materials:



a. Water. b. Continuous water-fog spray. c. Absorptive cover, water saturated, and kept continuously wet. Cover concrete

surfaces and edges with 12-inch (300-mm) lap over adjacent absorptive covers.

2. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining cover for curing concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches (300 mm), and sealed by waterproof tape or adhesive. Cure for not less than seven days. Immediately repair any holes or tears during curing period, using cover material and waterproof tape.

a. Moisture cure or use moisture-retaining covers to cure concrete surfaces to receive floor coverings.

b. Moisture cure or use moisture-retaining covers to cure concrete surfaces to receive penetrating liquid floor treatments.

c. Cure concrete surfaces to receive floor coverings with either a moisture-retaining cover or a curing compound that the manufacturer certifies does not interfere with bonding of floor covering used on Project.

3. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period.

a. Removal: After curing period has elapsed, remove curing compound without damaging concrete surfaces by method recommended by curing compound manufacturer unless manufacturer certifies curing compound does not interfere with bonding of floor covering used on Project.

4. Curing and Sealing Compound: Apply uniformly to floors and slabs indicated in a continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Repeat process 24 hours later and apply a second coat. Maintain continuity of coating and repair damage during curing period.

3.13 LIQUID FLOOR TREATMENT APPLICATION

A. Penetrating Liquid Floor Treatment: Prepare, apply, and finish penetrating liquid floor treatment according to manufacturer's written instructions.

1. Remove curing compounds, sealers, oil, dirt, laitance, and other contaminants and complete surface repairs.

2. Do not apply to concrete that is less than 28 days old. 3. Apply liquid until surface is saturated, scrubbing into surface until a gel forms; rewet;

and repeat brooming or scrubbing. Rinse with water; remove excess material until surface is dry. Apply a second coat in a similar manner if surface is rough or porous.

B. Sealing Coat: Uniformly apply a continuous sealing coat of curing and sealing compound to hardened concrete by power spray or roller according to manufacturer's written instructions.



3.14 JOINT FILLING

A. Prepare, clean, and install joint filler according to manufacturer's written instructions.

1. Defer joint filling until concrete has aged at least one month(s). Do not fill joints until construction traffic has permanently ceased.

B. Remove dirt, debris, saw cuttings, curing compounds, and sealers from joints; leave contact faces of joints clean and dry.

C. Install semirigid joint filler full depth in saw-cut joints and at least 2 inches (50 mm) deep in formed joints. Overfill joint and trim joint filler flush with top of joint after hardening.

3.15 CONCRETE SURFACE REPAIRS

A. Defective Concrete: Repair and patch defective areas when approved by Architect. Remove and replace concrete that cannot be repaired and patched to Architect's approval.

B. Patching Mortar: Mix dry-pack patching mortar, consisting of 1 part portland cement to 2-1/2 parts fine aggregate passing a No. 16 (1.18-mm) sieve, using only enough water for handling and placing.

C. Repairing Unformed Surfaces: Test unformed surfaces, such as floors and slabs, for finish and verify surface tolerances specified for each surface. Correct low and high areas. Test surfaces sloped to drain for trueness of slope and smoothness; use a sloped template.

1. Repair finished surfaces containing defects. Surface defects include spalls, popouts, honeycombs, rock pockets, crazing and cracks in excess of 0.01 inch (0.25 mm) wide or that penetrate to reinforcement or completely through unreinforced sections regardless of width, and other objectionable conditions.

2. After concrete has cured at least 14 days, correct high areas by grinding. 3. Correct localized low areas during or immediately after completing surface finishing

operations by cutting out low areas and replacing with patching mortar. Finish repaired areas to blend into adjacent concrete.

4. Correct other low areas scheduled to receive floor coverings with a repair underlayment. Prepare, mix, and apply repair underlayment and primer according to manufacturer's written instructions to produce a smooth, uniform, plane, and level surface. Feather edges to match adjacent floor elevations.

5. Correct other low areas scheduled to remain exposed with a repair topping. Cut out low areas to ensure a minimum repair topping depth of 1/4 inch (6 mm) to match adjacent floor elevations. Prepare, mix, and apply repair topping and primer according to manufacturer's written instructions to produce a smooth, uniform, plane, and level surface.

6. Repair defective areas, except random cracks and single holes 1 inch (25 mm) or less in diameter, by cutting out and replacing with fresh concrete. Remove defective areas with clean, square cuts and expose steel reinforcement with at least a 3/4-inch (19-mm) clearance all around. Dampen concrete surfaces in contact with patching concrete and apply bonding agent. Mix patching concrete of same materials and mixture as original concrete, except without coarse aggregate. Place, compact, and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete.



7. Repair random cracks and single holes 1 inch (25 mm) or less in diameter with patching mortar. Groove top of cracks and cut out holes to sound concrete and clean off dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply bonding agent. Place patching mortar before bonding agent has dried. Compact patching mortar and finish to match adjacent concrete. Keep patched area continuously moist for at least 72 hours.

D. Perform structural repairs of concrete, subject to Architect's approval, using epoxy adhesive and patching mortar.

E. Repair materials and installation not specified above may be used, subject to Architect's approval.

3.16 FIELD QUALITY CONTROL

A. Special Inspections: Owner will engage a special inspector and qualified testing and inspecting agency to perform field tests and inspections and prepare test reports.

B. Inspections:

1. Steel reinforcement placement. 2. Steel reinforcement welding. 3. Headed bolts and studs. 4. Verification of use of required design mixture. 5. Concrete placement, including conveying and depositing. 6. Curing procedures and maintenance of curing temperature. 7. Verification of concrete strength before removal of shores and forms from beams and

slabs.

C. Concrete Tests: Testing of composite samples of fresh concrete obtained according to ASTM C 172/C 172M shall be performed according to the following requirements:

1. Testing Frequency: Obtain one composite sample for each day's pour of each concrete mixture exceeding 5 cu. yd. (4 cu. m), but less than 25 cu. yd. (19 cu. m), plus one set for each additional 50 cu. yd. (38 cu. m) or fraction thereof.

2. Testing Frequency: Obtain at least one composite sample for each 100 cu. yd. (76 cu. m) or fraction thereof of each concrete mixture placed each day.

a. When frequency of testing provides fewer than five compressive-strength tests for each concrete mixture, testing shall be conducted from at least five randomly selected batches or from each batch if fewer than five are used.

3. Slump: ASTM C 143/C 143M; one test at point of placement for each composite sample, but not less than one test for each day's pour of each concrete mixture. Perform additional tests when concrete consistency appears to change.

4. Air Content: ASTM C 231/C 231M, pressure method, for normal-weight concrete; one test for each composite sample, but not less than one test for each day's pour of each concrete mixture.

5. Concrete Temperature: ASTM C 1064/C 1064M; one test hourly when air temperature is 40 deg F (4.4 deg C) and below or 80 deg F (27 deg C) and above, and one test for each composite sample.



6. Unit Weight: ASTM C 567/C 567M, fresh unit weight of structural lightweight concrete; one test for each composite sample, but not less than one test for each day's pour of each concrete mixture.

7. Compression Test Specimens: ASTM C 31/C 31M.

a. Cast and laboratory cure two sets of two standard cylinder specimens for each composite sample.

b. Cast and field cure two sets of two standard cylinder specimens for each composite sample.

8. Compressive-Strength Tests: ASTM C 39/C 39M; test one set of two laboratory-cured specimens at 7 days and one set of two specimens at 28 days.

a. Test one set of two field-cured specimens at 7 days and one set of two specimens at 28 days.

b. A compressive-strength test shall be the average compressive strength from a set of two specimens obtained from same composite sample and tested at age indicated.

9. When strength of field-cured cylinders is less than 85 percent of companion laboratory-cured cylinders, Contractor shall evaluate operations and provide corrective procedures for protecting and curing in-place concrete.

10. Strength of each concrete mixture will be satisfactory if every average of any three consecutive compressive-strength tests equals or exceeds specified compressive strength and no compressive-strength test value falls below specified compressive strength by more than 500 psi (3.4 MPa).

11. Test results shall be reported in writing to Architect, concrete manufacturer, and Contractor within 48 hours of testing. Reports of compressive-strength tests shall contain Project identification name and number, date of concrete placement, name of concrete testing and inspecting agency, location of concrete batch in Work, design compressive strength at 28 days, concrete mixture proportions and materials, compressive breaking strength, and type of break for both 7- and 28-day tests.

12. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be permitted by Architect but will not be used as sole basis for approval or rejection of concrete.

13. Additional Tests: Testing and inspecting agency shall make additional tests of concrete when test results indicate that slump, air entrainment, compressive strengths, or other requirements have not been met, as directed by Architect. Testing and inspecting agency may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C 42/C 42M or by other methods as directed by Architect.

14. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements.

15. Correct deficiencies in the Work that test reports and inspections indicate do not comply with the Contract Documents.

END OF SECTION 033000


UNIT MASONRY 042000 - 1

SECTION 042000 - UNIT MASONRY

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. Concrete masonry units. 2. Decorative concrete masonry units. 3. Clay face brick. 4. Structural clay facing tile. 5. Mortar and grout. 6. Steel reinforcing bars. 7. Masonry-joint reinforcement. 8. Ties and anchors. 9. Embedded flashing. 10. Miscellaneous masonry accessories. 11. Masonry-cell fill.

B. Products Installed but not Furnished under This Section:

1. Cast-stone trim in unit masonry. 2. Steel lintels in unit masonry. 3. Cavity wall insulation.

C. Related Requirements:

1. Section 047300 "Manufactured Stone Masonry" for manufactured stone veneer. 2. Section 051200 "Structural Steel Framing" for installing anchor sections of adjustable masonry

anchors for connecting to structural steel frame.

3. Section 072100 "Thermal Insulation" for cavity wall insulation below slab. 4. Section 072736 "Sprayed Foam Air Barrier" for cavity wall insulation and air barrier. 5. Section 076200 "Sheet Metal Flashing and Trim" for sheet metal flashing and for furnishing

manufactured reglets installed in masonry joints.

1.3 DEFINITIONS

A. CMU(s): Concrete masonry unit(s).

B. Reinforced Masonry: Masonry containing reinforcing steel in grouted cells.



1.4 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1.5 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Shop Drawings: For the following:

1. Masonry Units: Show sizes, profiles, coursing, and locations of special shapes. 2. Reinforcing Steel: Detail bending, lap lengths, and placement of unit masonry reinforcing bars.

Comply with ACI 315. Show elevations of reinforced walls.

3. Fabricated Flashing: Detail corner units, end-dam units, and other special applications.

C. Samples for Initial Selection:

1. Decorative CMUs, in the form of small-scale units. 2. Clay face brick, in the form of straps of five or more bricks. 3. Glazed structural clay tile. 4. Colored mortar. 5. Weep holes/cavity vents.

D. Samples for Verification: For each type and color of the following:

1. Decorative CMUs. 2. Clay face brick, in the form of straps of five or more bricks. 3. Special brick shapes. 4. Glazed structural clay tile. 5. Pigmented and colored-aggregate mortar. Make Samples using same sand and mortar ingredients

to be used on Project.

6. Weep holes and cavity vents. 7. Accessories embedded in masonry.

1.6 INFORMATIONAL SUBMITTALS

A. List of Materials Used in Constructing Mockups: List generic product names together with manufacturers, manufacturers' product names, model numbers, lot numbers, batch numbers, source of

supply, and other information as required to identify materials used. Include mix proportions for mortar

and grout and source of aggregates.

1. Submittal is for information only. Receipt of list does not constitute approval of deviations from the Contract Documents unless such deviations are specifically brought to the attention of

Architect and approved in writing.

B. Qualification Data: For testing agency.

C. Material Certificates: For each type and size of the following:

1. Masonry units.

a. Include material test reports substantiating compliance with requirements.



b. For brick, include size-variation data verifying that actual range of sizes falls within specified tolerances.

c. For exposed brick, include test report for efflorescence according to ASTM C 67. d. For surface-coated brick, include test report for durability of surface appearance after 50

cycles of freezing and thawing according to ASTM C 67.

e. For masonry units used in structural masonry, include data and calculations establishing average net-area compressive strength of units.

2. Stainless steel flashing and accessories: Defense Federal Acquisition Regulation Supplement compliance.

3. Integral water repellent used in CMUs. 4. Cementitious materials. Include name of manufacturer, brand name, and type. 5. Mortar admixtures. 6. Preblended, dry mortar mixes. Include description of type and proportions of ingredients. 7. Grout mixes. Include description of type and proportions of ingredients. 8. Reinforcing bars. 9. Joint reinforcement. 10. Anchors, ties, and metal accessories.

D. Mix Designs: For each type of mortar and grout. Include description of type and proportions of ingredients.

1. Include test reports for mortar mixes required to comply with property specification. Test according to ASTM C 109/C 109M for compressive strength, ASTM C 1506 for water retention,

and ASTM C 91/C 91M for air content.

2. Include test reports, according to ASTM C 1019, for grout mixes required to comply with compressive strength requirement.

E. Cold-Weather and Hot-Weather Procedures: Detailed description of methods, materials, and equipment to be used to comply with requirements.

1.7 QUALITY ASSURANCE

A. Testing Agency Qualifications: Qualified according to ASTM C 1093 for testing indicated.

B. Stainless Steel Metals: Products meeting requirements of Defense Federal Acquisition Regulation Supplement.

C. Sample Panels: Build sample panels to verify selections made under Sample submittals and to demonstrate aesthetic effects. Comply with requirements in Section 014000 "Quality Requirements" for

mockups.

1. Build sample panels for each type of exposed unit masonry construction in sizes approximately 48 inches (1200 mm) long by 48 inches (1200 mm) high by full thickness.

2. Build sample panels facing south. 3. Where masonry is to match existing, build panels adjacent and parallel to existing surface. 4. Clean one-half of exposed faces of panels with masonry cleaner indicated. 5. Protect approved sample panels from the elements with weather-resistant membrane. 6. Approval of sample panels is for color, texture, and blending of masonry units; relationship of

mortar and sealant colors to masonry unit colors; tooling of joints; aesthetic qualities of

workmanship; and other material and construction qualities specifically approved by Architect in

writing.



a. If approved by Architect in writing, sample panel may also be reviewed for the following: relationship of mortar and sealant colors to masonry color; tooling of joints; aesthetic

qualities of workmanship; and other material and construction qualities.

b. Approval of sample panels does not constitute approval of deviations from the Contract Documents contained in sample panels unless Architect specifically approves such

deviations in writing.

D. Mockups: Build mockups to verify selections made under Sample submittals, to demonstrate aesthetic effects, and to set quality standards for materials and execution.

1. Build mockups for typical exterior walls as shown on Drawings in sizes approximately 60 inches (1500 mm) long by 60 inches (1500 mm) high by full thickness, including face and backup wythes

and accessories.

a. Include a sealant-filled joint at least 16 inches (400 mm) long in each mockup. b. Include lower corner of window opening, framed with FRP trim, at upper corner of exterior

wall mockup. Make opening approximately 12 inches (300 mm) wide by 16 inches (400

mm) high.

c. Include through-wall flashing installed for a 24-inch (600-mm) length in corner of exterior wall mockup approximately 16 inches (400 mm) down from top of mockup, with a 12-inch

(300-mm) length of flashing left exposed to view (omit masonry above half of flashing).

d. Include metal studs, sheathing, air barrier, veneer anchors, flashing, cavity drainage material, and weep holes in exterior masonry-veneer wall mockup.

2. Where masonry is to match existing, erect mockups adjacent and parallel to existing surface. 3. Clean one-half of exposed faces of mockups with masonry cleaner as indicated. 4. Protect accepted mockups from the elements with weather-resistant membrane. 5. Approval of mockups is for color, texture, and blending of masonry units; relationship of mortar

and sealant colors to masonry unit colors; tooling of joints; and aesthetic qualities of

workmanship.

a. Approval of mockups is also for other material and construction qualities specifically approved by Architect in writing.

b. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in

writing.

6. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion.

1.8 DELIVERY, STORAGE, AND HANDLING

A. Store masonry units on elevated platforms in a dry location. If units are not stored in an enclosed location, cover tops and sides of stacks with waterproof sheeting, securely tied. If units become wet, do not install

until they are dry.

B. Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use cementitious materials that have become damp.

C. Store aggregates where grading and other required characteristics can be maintained and contamination avoided.

D. Deliver preblended, dry mortar mix in moisture-resistant containers. Store preblended, dry mortar mix in delivery containers on elevated platforms in a dry location or in covered weatherproof dispensing silos.



E. Store masonry accessories, including metal items, to prevent corrosion and accumulation of dirt and oil.

1.9 FIELD CONDITIONS

A. Protection of Masonry: During construction, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work. Cover partially completed masonry when construction is not in

progress.

1. Extend cover a minimum of 24 inches (600 mm) down both sides of walls, and hold cover securely in place.

2. Where one wythe of multiwythe masonry walls is completed in advance of other wythes, secure cover a minimum of 24 inches (600 mm) down face next to unconstructed wythe, and hold cover

in place.

B. Do not apply uniform floor or roof loads for at least 12 hours and concentrated loads for at least three days after building masonry walls or columns.

C. Stain Prevention: Prevent grout, mortar, and soil from staining the face of masonry to be left exposed or painted. Immediately remove grout, mortar, and soil that come in contact with such masonry.

1. Protect base of walls from rain-splashed mud and from mortar splatter by spreading coverings on ground and over wall surface.

2. Protect sills, ledges, and projections from mortar droppings. 3. Protect surfaces of window and door frames, as well as similar products with painted and integral

finishes, from mortar droppings.

4. Turn scaffold boards near the wall on edge at the end of each day to prevent rain from splashing mortar and dirt onto completed masonry.

D. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen substrates. Remove and replace unit masonry damaged by frost or by freezing

conditions. Comply with cold-weather construction requirements contained in

TMS 602/ACI 530.1/ASCE 6.

1. Cold-Weather Cleaning: Use liquid cleaning methods only when air temperature is 40 deg F (4 deg C) and higher and will remain so until masonry has dried, but not less than seven days after

completing cleaning.

E. Hot-Weather Requirements: Comply with hot-weather construction requirements contained in TMS 602/ACI 530.1/ASCE 6.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Source Limitations for Masonry Units: Obtain exposed masonry units of a uniform texture and color, or a uniform blend within the ranges accepted for these characteristics, from single source from single

manufacturer for each product required.

B. Source Limitations for Mortar Materials: Obtain mortar ingredients of a uniform quality, including color for exposed masonry, from single manufacturer for each cementitious component and from single source

or producer for each aggregate.



2.2 PERFORMANCE REQUIREMENTS

A. Provide unit masonry that develops indicated net-area compressive strengths at 28 days.

1. Determine net-area compressive strength of masonry from average net-area compressive strengths of masonry units and mortar types (unit-strength method) according to

TMS 602/ACI 530.1/ASCE 6.

2.3 UNIT MASONRY, GENERAL

A. Masonry Standard: Comply with TMS 602/ACI 530.1/ASCE 6, except as modified by requirements in the Contract Documents.

B. Defective Units: Referenced masonry unit standards may allow a certain percentage of units to contain chips, cracks, or other defects exceeding limits stated. Do not use units where such defects are exposed in

the completed Work.

C. Fire-Resistance Ratings: Comply with requirements for fire-resistance-rated assembly designs indicated.

1. Where fire-resistance-rated construction is indicated, units shall be listed and labeled by a qualified testing agency acceptable to authorities having jurisdiction.

2.4 CONCRETE MASONRY UNITS

A. Shapes: Provide shapes indicated and as follows, with exposed surfaces matching exposed faces of adjacent units unless otherwise indicated.

1. Provide special shapes for lintels, corners, jambs, sashes, movement joints, headers, bonding, and other special conditions.

2. Provide bullnose units for outside corners unless otherwise indicated.

B. Integral Water Repellent: Provide units made with integral water repellent for exposed units.

1. Integral Water Repellent: Liquid polymeric, integral water-repellent admixture that does not reduce flexural bond strength. Units made with integral water repellent, when tested according to

ASTM E 514/E 514M as a wall assembly made with mortar containing integral water-repellent

manufacturer's mortar additive, with test period extended to 24 hours, shall show no visible water

or leaks on the back of test specimen.

C. CMUs: ASTM C 90.

1. Unit Compressive Strength: Provide units with minimum average net-area compressive strength of 2150 psi (14.8 MPa).

2. Density Classification: Normal weight. 3. Size (Width): Manufactured to dimensions 3/8 inch (10 mm) less than nominal dimensions. 4. Exposed Faces: Provide color and texture matching the range represented by Architect's sample.

D. Decorative CMUs: ASTM C 90.

1. Subject to compliance with requirements, provide one of the following:

a. E. Dillon & Company; Premier Line, Ground Series. b. Trenwyth Industries, an Echelon company; Trendstone.



c. Basis-of-Design: York Building Products; Gemstone.

2. Unit Compressive Strength: Provide units with minimum average net-area compressive strength of 2150 psi (14.8 MPa).

3. Density Classification: Normal weight. 4. Pattern and Texture:

a. Standard pattern, ground-face finish.

5. Colors and Sizes:

a. DCMU-1: To match York Gemstone YBP-21, 7-5/8 inches (194 mm) high by 15-5/8 inches (295 mm) long. Provide widths 3-5/8 inches (92 mm), 5-5/8 inches (143 mm), and

7-5/8 inches (194 mm), per wall types.

b. DCMU-2: To match York Gemstone Putty, 7-5/8 inches (194 mm) high by 15-5/8 inches (295 mm) long. Provide widths 3-5/8 inches (92 mm) and 7-5/8 inches (194 mm), per wall

types.

c. DCMU-3: To match York Gemstone Arctic White, 3-5/8 inches (92 mm) wide by 7-5/8 inches (194 mm) high by 15-5/8 inches (295 mm) long.

d. DCMU-4: To match York Gemstone YBP-9 7-5/8 inches (194 mm) high by 15-5/8 inches (295 mm) long. Provide widths 3-5/8 inches (92 mm), 5-5/8 inches (143 mm), and 7-5/8

inches (194 mm), per wall types.

e. Where 7-5/8” wide units are indicated at walls without vertical reinforcing, Contractor may substitute 3-5/8” DCMU and 3-5/8” CMU with collar joints filled solid.

2.5 CONCRETE AND MASONRY LINTELS

A. General: Provide one of the following:

B. Concrete Lintels: ASTM C 1623, matching CMUs in color, texture, and density classification; and with reinforcing bars indicated. Provide lintels with net-area compressive strength not less than that of CMUs.

1. For use in 6” CMU walls only.

C. Masonry Lintels: Prefabricated or built-in-place masonry lintels made from bond beam CMUs matching adjacent CMUs in color, texture, and density classification, with reinforcing bars placed as indicated and

filled with coarse grout. Cure precast lintels before handling and installing. Temporarily support built-in-

place lintels until cured.

2.6 BRICK

A. General: Provide shapes indicated and as follows, with exposed surfaces matching finish and color of exposed faces of adjacent units:

1. For ends of sills and caps and for similar applications that would otherwise expose unfinished brick surfaces, provide units without cores or frogs and with exposed surfaces finished.

2. Provide special shapes for applications where stretcher units cannot accommodate special conditions, including those at corners, movement joints, bond beams, sashes, and lintels.

3. Provide special shapes for applications requiring brick of size, form, color, and texture on exposed surfaces that cannot be produced by sawing.

4. Provide special shapes for applications where shapes produced by sawing would result in sawed surfaces being exposed to view.



B. Clay Face Brick: Facing brick complying with ASTM C 216.

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

a. Belden Brick Company. b. Bowerston Shale Company; Dark Red Smooth. c. Glen Gery Corporation; Lansdowne Redburn. d. Harmar Brick Company; Red Smooth #101.

2. Grade: SW. 3. Type: FBS. 4. Unit Compressive Strength: Provide units with minimum average net-area compressive strength of

10,000 psi (68.95 MPa).

5. Initial Rate of Absorption: Less than 30 g/30 sq. in. (30 g/194 sq. cm) per minute when tested according to ASTM C 67.

6. Efflorescence: Provide brick that has been tested according to ASTM C 67 and is rated "not effloresced."

7. Surface Coating: Brick with colors or textures produced by application of coatings shall withstand 50 cycles of freezing and thawing according to ASTM C 67 with no observable difference in the

applied finish when viewed from 10 feet (3 m).

8. Size (Actual Dimensions): 3-5/8 inches (92 mm) wide by 3-5/8 inches (92 mm) high by 11-5/8 inches (295 mm) long.

9. Application: Use where brick is exposed unless otherwise indicated.

2.7 STRUCTURAL CLAY FACING TILE

A. General:

1. Provide solid, multicored, or hollow units, with shape and direction of cores optional unless otherwise indicated.

2. Where reinforced masonry is indicated, provide multicored units designed for use in reinforced, grouted masonry, either with vertical cores and with webs notched to receive horizontal

reinforcement, or with horizontal cores and with holes in bed shells for placement of grout and to

receive vertical reinforcement.

3. Where indicated for exterior applications, provide units recommended by manufacturer for exterior use in Project's location.

4. Provide special shapes where required for corners, jambs, coved bases, sills, and other special conditions indicated, including applications that cannot be produced by sawing standard units.

a. Provide bullnose units for outside corners unless otherwise indicated. b. Provide coved internal corners. c. Provide recessed, coved base units.

5. Where direct application of plaster is indicated or where bonded to backup masonry, provide units with rough, combed, or scored faces.

B. Glazed Structural Clay Facing Tile: ASTM C 126, Grade S (Select), except 8W series may be Grade SS (Select Sized or Ground Edge).

1. Subject to compliance with requirements provide one of the following products:

a. Elgin Butler Company; Structural Glazed Tile.

2. Sizes and Colors:



a. SGT-1: 8W Series actual face dimensions of 7-5/8 inches (92 mm) high by 15-5/8 inches (295 mm) long by widths indicated.

1) Color: Match Elgin Butler #4350, gloss, unscored. 2) Base, 8” High: 8WSU with 8W2 and 8W4 outside corners and jambs. 3) Base, 8” High at Windows: 8W10 and 8W10A. 4) Location: Typical 8” high base and window sills.

b. SGT-2: 8W Series actual face dimensions of 7-5/8 inches (92 mm) high by 15-5/8 inches (295 mm) long by widths indicated.

1) Color: Match Elgin Butler Polar White #7100, satin, unscored. 2) Base, 8” High: 8W12R and 8W12L. 3) Location: 8” high base at FRP columns.

3. Width: Manufactured to dimensions 3/8 inch (9.5 mm) less than nominal dimensions. 4. Provide Type I (single-faced units) where only one finished face is exposed when units are

installed, and Type II (double-faced units) where two opposite finished faces are exposed when

units are installed.

5. Provide special units glazed on ends and tops, as well as faces for corners, jambs, sills, pilasters, columns, and other applications indicated, where glazed units are exposed on other surfaces and

faces.

2.8 MORTAR AND GROUT MATERIALS

A. Portland Cement: ASTM C 150/C 150M, Type I or II, except Type III may be used for cold-weather construction. Provide natural color or white cement as required to produce mortar color indicated.

1. Alkali content shall not be more tha