delaware technical community college air...

DELAWARE TECHNICAL COMMUNITY COLLEGE AIR HANDLING UNIT REPLACEMENT

GEORGE CAMPUS - EAST BUILDING WILMINGTON, DELAWARE

Tetra Tech TABLE OF CONTENTS

200-35157-19001 00 01 10-1

SECTION 00 01 10

TABLE OF CONTENTS

A. Specifications for this project are arranged in accordance with the Construction Specification

Institute numbering system and format. Section numbering is discontinuous and all numbers

not appearing in the Table of Contents are not used for this Project.

B. DOCUMENTS BOUND HEREWITH

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

DIVISION 01 - GENERAL REQUIREMENTS

DIVISION 02- CONCRETE

02 41 19 Selective Structure Demolition

DIVISION 04- MASONRY

04 20 00 Unit Masonry

DIVISION 05- METALS

05 50 00 Metal Fabrications

DIVISION 07- THERMAL AND MOISTURE PROTECTION

07 84 13 Penetration Firestopping

07 92 00 Joint Sealants

DIVISION 08- OPENINGS

08 16 13 Fiberglass Doors and Aluminum Frames

08 41 13 Aluminum-Framed Entrances and Storefronts

08 71 00 Door Hardware

08 80 00 Glazing

08 90 00 Louvers and Vents

DIVISION 09- FINISHES

09 21 16.23 Gypsum Board Shaft Wall Assemblies

09 96 00 High Performance Coatings

DIVISION 21 – FIRE SUPPRESSION

21 13 13 Wet-Pipe Sprinklers

AIR HANDLING UNIT REPLACEMENT DELAWARE TECHNICAL COMMUNITY COLLEGE

WILMINGTON, DELAWARE GEORGE CAMPUS - EAST BUILDING

TABLE OF CONTENTS Tetra Tech

00 01 10-2 200-35157-19001

DIVISION 23- HEATING, VENTILATION, AND AIR CONDITIONING

23 00 00 General Requirements Mechanical & Electrical

23 05 13 Common Motor Requirements for HVAC Equipment

23 05 19 Meter and Gages for HVAC Piping

23 05 23.12 Ball Valves for HVAC Piping

23 05 23.13 Butterfly Valves for HVAC Piping

23 05 23.14 Check Valves for HVAC Piping

23 05 29 Hangers and Supports for HVAC Piping and Equipment

23 05 53 Identification for HVAC Piping and Equipment

23 05 93 Testing, Adjusting, and Balancing for HVAC

23 07 13 Duct Insulation

23 07 19 HVAC Piping Insulation

23 09 50 Building Automation System (BAS) General

23 09 51 BAS Basic Materials, Interface Devices and Sensors

23 09 53 BAS Field Panels

23 09 54 BAS Communication Devices

23 09 55 BAS Software and Programming

23 09 58 Sequence of Operations

23 09 59 BAS System Commissioning

23 09 69 Variable Frequency Controllers

23 21 13 Hydronic Piping

23 21 16 Hydronic Piping Specialties

23 31 13 Metal Ducts

23 33 00 Air Duct Accessories

23 73 13 Modular Indoor Central-Station Air-Handling Units

23 82 39.16 Propeller Unit Heaters

DIVISION 26- ELECTRICAL

26 05 00 Common Work Results for Electrical

26 05 19 Low-Voltage Electrical Power Conductors and Cables

26 05 23 Control-Voltage Electrical Power Cables

26 05 26 Grounding and Bonding for Electrical Systems

26 05 29 Hangers and Supports for Electrical Systems

26 05 33 Raceways and Boxes for Electrical Systems

26 05 44 Sleeves and Sleeve Seals for Electrical Raceways and Cabling

26 05 53 Identification for Electrical Systems

26 05 73.13 Short-Circuit Studies

26 05 73.16 Coordination Studies

26 05 73.19 Arc-Flash Hazard Analysis

26 22 13 Low-Voltage Distribution Transformers

26 24 16 Panelboards

24 24 19 Motor-Control Centers

26 27 26 Wiring Devices

26 28 16 Enclosed Switches and Circuit Breakers

26 29 13.03 Manual and Magnetic Motor Controllers

26 29 23 Variable-Frequency Motor Controllers



Tetra Tech TABLE OF CONTENTS

200-35157-19001 00 01 10-3

DIVISION 27- COMMUNICATIONS

27 05 28 Pathways for Communication Systems

27 13 23 Communication Optical Fiber Backbone Cabling

DIVISION 28- ELECTRONIC SAFETY AND SECURITY

28 46 21.11 Addressable Fire-Alarm System

END OF SECTION

PAGE

INTENTIONALLY

LEFT

BLANK



Tetra Tech SELECTIVE STRUCTURE DEMOLITION

200-35157-19001 02 41 19 - 1

SECTION 02 41 19

SELECTIVE STRUCTURE DEMOLITION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. Section Includes:

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

1.3 DEFINITIONS

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

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

C. Remove and Reinstall: Detach items from existing construction, prepare for reuse, and reinstall where indicated.

D. Existing to Remain: Existing items of construction that are not to be permanently removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and

reinstalled.

1.4 MATERIALS OWNERSHIP

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

B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to

Owner that may be uncovered during demolition remain the property of Owner.

1. Carefully salvage in a manner to prevent damage and promptly return to Owner.

1.5 SUBMITTALS, GENERAL

A. General: Submit all informational submittals required by this Section concurrently.



SELECTIVE STRUCTURE DEMOLITION Tetra Tech

02 41 19 - 2 200-35157-19001

1.6 INFORMATIONAL SUBMITTALS

A. Qualification Data: For refrigerant recovery technician.

B. Schedule of Selective Demolition Activities: Indicate the following:

1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure Owner's on-site operations are uninterrupted.

2. Interruption of utility services. Indicate how long utility services will be interrupted. 3. Coordination for shutoff, capping, and continuation of utility services.

C. Inventory: Submit a list of items to be removed and salvaged and deliver to Owner prior to start of demolition.

D. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician responsible for recovering refrigerant, stating that all refrigerant that was present was recovered and that

recovery was performed according to EPA regulations. Include name and address of technician

and date refrigerant was recovered.

1.7 QUALITY ASSURANCE

A. Refrigerant Recovery Technician Qualifications: Certified by an EPA-approved certification program.

1.8 FIELD CONDITIONS

A. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted.

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

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

1. If suspected hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate

contract.

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

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




200-35157-19001 02 41 19 - 3

PART 2 - PRODUCTS

2.1 PEFORMANCE REQUIREMENTS

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

having jurisdiction.

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

PART 3 - EXECUTION

3.1 EXAMINATION

A. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required.

B. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict.

Promptly submit a written report to Architect.

C. Beginning selective demolition constitutes Contractor’s acceptance of conditions.

3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

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

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

serving areas to be selectively demolished.

1. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain

continuity of services/systems to other parts of building.

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

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

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

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

remove, clean, and store equipment; when appropriate, reinstall, reconnect, and

make equipment operational.




02 41 19 - 4 200-35157-19001

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

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

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

C. Refrigerant: Remove refrigerant from mechanical equipment to be selectively demolished according to 40 CFR 82 and regulations of authorities having jurisdiction.

3.3 PREPARATION

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

adjacent occupied and used facilities.

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

C. Temporary Shoring: Provide and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes

to remain, and to prevent unexpected or uncontrolled movement or collapse of construction

being demolished.

1. Strengthen or add new supports when required during progress of selective demolition.

3.4 SELECTIVE DEMOLITION, GENERAL

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

governing regulations and as follows:

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

members on the next lower level.

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

Use hand tools or small power tools designed for sawing or grinding, not hammering and

chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to

remain.

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

4. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden

space before starting flame-cutting operations. Maintain fire watch and portable fire-

suppression devices during flame-cutting operations.

5. Maintain adequate ventilation when using cutting torches. 6. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and

promptly dispose of off-site.




200-35157-19001 02 41 19 - 5

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

8. Dispose of demolished items and materials promptly.

B. Removed and Salvaged Items:

1. Clean salvaged items. 2. Pack or crate items after cleaning. Identify contents of containers. 3. Store items in a secure area until delivery to Owner. 4. Transport items to Owner's storage area designated by Owner. 5. Protect items from damage during transport and storage.

C. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse. 2. Pack or crate items after cleaning and repairing. Identify contents of containers. 3. Protect items from damage during transport and storage. 4. Reinstall items in locations indicated. Comply with installation requirements for new

materials and equipment. Provide connections, supports, and miscellaneous materials

necessary to make item functional for use indicated.

D. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable,

protected storage location during selective demolition and cleaned and reinstalled in their

original locations after selective demolition operations are complete.

3.5 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS

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

cuts.

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

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

3.6 DISPOSAL OF DEMOLISHED MATERIALS

A. General: Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property, remove demolished materials from Project

site and legally dispose of them in an EPA-approved landfill.

1. Do not allow demolished materials to accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces

and areas.

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




02 41 19 - 6 200-35157-19001

B. Burning: Do not burn demolished materials.

C. Disposal: Transport demolished materials off Owner's property and legally dispose of them.

3.7 CLEANING

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

operations began.

END OF SECTION



Tetra Tech UNIT MASONRY

200-35157-19001 04 20 00 - 1

SECTION 04 20 00

UNIT MASONRY

PART 1 - GENERAL



1.2 SUMMARY


1. Concrete masonry units. 2. Face brick. 3. Mortar and grout. 4. Masonry joint reinforcement. 5. Ties and anchors. 6. Embedded flashing. 7. Miscellaneous masonry accessories.

B. Products Installed but not Furnished under This Section: 1. Steel lintels in unit masonry. 2. Steel shelf angles for supporting unit masonry. 3. Cavity wall insulation.

1.3 DEFINITIONS

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

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


A. General: Submit all action submittals (except Samples for Verification) and informational submittals required by this Section concurrently.

1.5 ACTION SUBMITTALS

A. Product Data: For each type of product indicated. 1. CMUs. 2. Face brick. 3. Hydrated lime.



UNIT MASONRY Tetra Tech

04 20 00 - 2 200-35157-19001

4. Portland cement-lime mix. 5. Mortar pigments. 6. Colored cement product. 7. Aggregate for mortar. 8. Aggregate for grout. 9. Water-repellent admixture. 10. Individual wire ties. 11. Anchors for CMU to existing masonry 12. Anchors for veneer to existing concrete or masonry, spiral type. 13. Adjustable anchors for connecting to concrete. 14. Wire mesh ties. 15. Adjustable masonry-veneer anchors. 16. Flexible flashing. 17. Termination bars. 18. Compressible filler. 19. Preformed control-joint gaskets. 20. Bond-breaker strips. 21. Weep/vent products. 22. Cavity drainage material. 23. Reinforcing bar positioners. 24. Proprietary acidic cleaner.

B. Samples for Initial Selection: 1. Face brick, in the form of portable display panels.

C. Samples for Verification: For each type and color of the following: 1. Face brick, in the form of straps of five or more bricks. 2. Pigmented mortar. Make Samples using same sand and mortar ingredients to be used on

Project.


A. Qualification Data: For testing agency.

B. 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.

2. Cementitious materials. Include name of manufacturer, brand name, and type. 3. Mortar Admixtures. 4. Preblended, dry mortar mixes. Include description of type and proportions of ingredients. 5. Grout mixes. Include description of type and proportions of ingredients. 6. Reinforcing bars. 7. Joint reinforcement. 8. Anchors, ties, and metal accessories.




200-35157-19001 04 20 00 - 3

C. 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.

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


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

B. Sample Panels: Build sample panels to verify selections made under Sample submittals and to demonstrate aesthetic effects. Comply with requirements in Division 01 Section "Quality

Requirements".

1. Build sample panels for each type of exposed unit masonry construction in sizes approximately 48 inches long by 48 inches high.

2. Where masonry is to match existing, build panels adjacent and parallel to existing surface.

3. Clean one-half of exposed faces of panels with masonry cleaner indicated. 4. Protect approved sample panels from the elements with weather-resistant membrane. 5. 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. 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.

C. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 01 Section "Project Management and Coordination."

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.




04 20 00 - 4 200-35157-19001

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 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 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 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.




200-35157-19001 04 20 00 - 5

PART 2 - PRODUCTS

2.1 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 and will be within 20 feet (6 m) vertically and

horizontally of a walking surface.

C. Fire-Resistance Ratings: Comply with requirements for fire-resistance-rated assembly designs indicated, units shall be listed and labeled by a qualified testing agency acceptable to authorities

having jurisdiction.

2.2 CONCRETE MASONRY UNITS

A. CMUs: ASTM C 90.

1. Density Classification: Lightweight unless otherwise indicated. 2. Size (Width): Manufactured to dimensions 3/8 inch less than nominal dimensions. 3. Exposed Faces: Provide fine texture units suitable for painting.

2.3 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.

C. Concrete Lintels: Precast or formed-in-place concrete lintels complying with requirements in Division 03 Section "Cast-in-Place Concrete," and with reinforcing bars indicated.

D. 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.

2.4 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.




04 20 00 - 6 200-35157-19001

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

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. Palmetto Black Smooth, Manufacturer: Palmetto.

2. Grade: SW. 3. Type: FBX. 4. Initial Rate of Absorption: Less than 30 g/30 sq. in. per minute when tested per

ASTM C 67.

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

6. Size (Actual Dimensions): 3-5/8 inches wide by 2-1/4 inches high by 7-5/8 inches long. 7. Application: Use where brick is exposed unless otherwise indicated. 8. Where shown to "match existing," provide face brick matching color range, texture, and

size of existing adjacent brickwork.

2.5 MORTAR AND GROUT MATERIALS

A. Portland Cement: ASTM C 150/C 150 M, 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 than 0.1 percent when tested according to ASTM C 114.

B. Hydrated Lime: ASTM C 207, Type S.

C. Portland Cement-Lime Mix: Packaged blend of portland cement and hydrated lime containing no other ingredients.

D. Mortar Pigments: Natural and synthetic iron oxides and chromium oxides, compounded for use in mortar mixes and complying with ASTM C 979/C 979M. Use only pigments with a record

of satisfactory performance in masonry mortar.

E. Colored Cement Products: Packaged blend made from portland cement and hydrated lime and mortar pigments, all complying with specified requirements, and containing no other

ingredients.


a. Holcim (US) Inc.; Rainbow Mortamix Custom Color Cement/Lime. b. Lafarge North America Inc.; Eaglebond Portland & Lime. c. Lehigh Cement Company; Lehigh Custom Color Portland/Lime Cement.

2. Formulate blend as required to produce color indicated or, if not indicated, as selected from manufacturer's standard colors.

3. Pigments shall not exceed 10 percent of portland cement by weight.




200-35157-19001 04 20 00 - 7

F. Aggregate for Mortar: ASTM C 144.

1. For mortar that is exposed to view, use washed aggregate consisting of natural sand or crushed stone.

2. For joints less than 1/4 inch (6 mm) thick, use aggregate graded with 100 percent passing the No. 16 (1.18-mm) sieve.

3. White-Mortar Aggregates: Natural white sand or crushed white stone. 4. Colored-Mortar Aggregates: Natural sand or crushed stone of color necessary to produce

required mortar color.

G. Aggregate for Grout: ASTM C 404.

2.6 REINFORCEMENT

A. Uncoated Steel Reinforcing Bars: ASTM A 615/A 615M or ASTM A 996/A 996M, Grade 60.

B. Low-Alloy-Steel Reinforcing Bars: ASTM A 706/A 706M, deformed.

C. Reinforcing Bar Positioners: Wire units designed to fit into mortar bed joints spanning masonry unit cells and to hold reinforcing bars in center of cells. Units are formed from 0.148-inch (3.77-

mm) steel wire, hot-dip galvanized after fabrication. Provide units designed for number of bars

indicated.


a. Heckmann Building Products Inc.; No. 376 Rebar Positioner. b. Hohmann & Barnard, Inc.; #RB or #RB-Twin Rebar Positioner. c. Wire-Bond; O-Ring or Double O-Ring Rebar Positioner.

D. Masonry Joint Reinforcement, General: ASTM A 951/A 951M.

1. Interior Walls: Hot-dip galvanized, carbon steel. 2. Exterior Walls: Stainless steel. 3. Wire Size for Side Rods: 0.148-inch diameter. 4. Wire Size for Cross Rods: 0.148-inch diameter. 5. Wire Size for Veneer Ties: 0.187-inch diameter. 6. Spacing of Cross Rods, Tabs, and Cross Ties: Not more than 16 inches o.c. 7. Provide in lengths of not less than 10 feet, with prefabricated corner and tee units.

E. Masonry Joint Reinforcement for Single-Wythe Masonry: Truss type with single pair of side rods.


a. Hohmann & Barnard, Inc.; #120 Truss-Mesh Reinforcement. b. Wire-Bond; Series 300 Truss 2 Wire Mesh Reinforcment.

F. Masonry Joint Reinforcement for Multiwythe Masonry:




04 20 00 - 8 200-35157-19001


a. Hohmann & Barnard, Inc.; #170 Lox-All Truss Adjustable Eye-Wire. b. Wire-Bond; Series 900 Level Eye Truss (Hook and Eye).

2. Adjustable (two-piece) type, truss design, with one side rod at each face shell of backing wythe and with separate adjustable ties with pintle-and-eye connections having a

maximum horizontal play of 1/16 inch and maximum vertical adjustment of 1-1/4 inches.

Size ties to extend at least halfway through facing wythe but with at least 5/8-inch cover

on outside face.

G. General: Ties and anchors shall extend at least 1-1/2 inches (38 mm) into veneer but with at least a 5/8-inch (16-mm) cover on outside face.

H. Materials: Provide ties and anchors specified in this article that are made from materials that comply with the following unless otherwise indicated.

1. Mill-Galvanized, Carbon-Steel Wire: ASTM A 82/A 82M; with ASTM A 641/A 641M, Class 1 coating.

2. Hot-Dip Galvanized, Carbon-Steel Wire: ASTM A 82/A 82M, with ASTM A 153/A 153M, Class B-2 coating.

3. Stainless-Steel Sheet: ASTM A 666, Type 304. 4. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M. 5. Stainless-Steel Bars: ASTM A 276 or ASTM a 666, Type 304.

I. Individual Wire Ties: Rectangular units with closed ends and not less than 4 inches wide.


a. Heckmann Building Products, Inc.; #262/263 Double Eye Rod Anchor and Double Pintle Tie.

b. Hohman & Barnard, Inc.; Adjustable Wall Tie. c. Wire-Bond; Adjustable Rectangular Tie 1800/1801.

2. Where wythes do not align or are of different materials, use adjustable ties with pintle-and-eye connections having a maximum adjustment of 1-1/4 inches.

3. Wire: Fabricate from 3/16-inch-diameter, hot-dip galvanized steel wire.

J. Anchors for CMU to Existing Masonry 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. Heckmann Building Products, Inc.; #200 Corrugated Buck Anchor. b. Wire-Bond; Veneer Anchor Corrugated 2501.

2. Corrugated Buck Anchor: Minimum 16 gauge hot-dip galvanized corrugated steel plate anchor.

K. Anchors for Veneer to Existing Concrete or Masonry, Spiral Type:




200-35157-19001 04 20 00 - 9


a. Heckmann Building Products, Inc.; #391 Remedial Wall Tie. b. Hohman & Barnard, Inc.; Spira-Lok.

2. Type 304 stainless-steel spiral rods designed to anchor to backing and veneer. Anchors are flexible in plane of veneer but rigid perpendicular to it.

3. Provide driven-in anchors designed for installation in drilled holes, relying on screw effect rather than adhesive to secure them to backup and veneer.

L. Adjustable Anchors for Connecting to Structural Steel Framing: Provide anchors that allow vertical or horizontal adjustment but resist tension and compression forces perpendicular to

plane of wall.


a. Hohmann & Barnard, Inc.; #359-C Weld-On Tie with Vee Byna-Tie. b. Wire-Bond; Type I Weld-On Anchor with Triangular Tie 1100.

2. Anchor Section for Welding to Steel Frame: Crimped minimum 1/4-inch-diameter, hot-dip galvanized steel wire.

3. Tie Section: Triangular-shaped wire tie made from 0.187-inch- diameter, hot-dip galvanized steel wire.

M. Adjustable Anchors for Connecting to Structural Steel Columns at Isolated Pilasters: Provide anchors that allow vertical adjustment.


a. Heckmann Building Products Inc.; #103-C Dovetail Triangular Veneer Anchor. b. Hohmann & Barnard, Inc.; #345-BT Flexible Tie. c. Wire-Bond; Dovetail Triangular Tie 2102.

2. Anchor Section: Tab formed from 0.105-inch-thick, hot-dip galvanized steel sheet. 3. Tie Section: Triangular-shaped wire tie, sized to extend within 1 inch of masonry face,

made from 0.187-inch-diameter, hot-dip galvanized steel wire.

N. Adjustable Anchors for Veneer Connecting to Concrete: Provide anchors that allow vertical or horizontal adjustment but resist tension and compression forces perpendicular to plane of wall.


a. Heckmann Building Products Inc.; #100 Standard Dovetail Slot with #103 Dovetail Triangular Anchor.

b. Hohmann & Barnard, Inc.; #305 Dovetail Slot with #315 Flexible Dovetail Brick Tie.

c. Wire-Bond; Dovetail Slot 1304 with Dovetail with Triangular Tie 2102.




04 20 00 - 10 200-35157-19001

2. Dovetail Slot: Dovetail slots with filler strips, 1” wide by 1” deep, fabricated from 0.034-inch, stainless steel sheet.

3. Connector Section: Dovetail tabs for inserting into dovetail slots in concrete and attached to tie section; formed from 0.109-inch- thick stainless-steel sheet.

4. Tie Section: Triangular-shaped wire tie made from 0.187-inch- diameter, stainless-steel wire.

O. Joint Stabilization Anchors: Provide anchors allowing lateral movement, made from [mill-galvanized steel][hot-dip galvanized steel][stainless-steel].


a. Heckmann Building Products Inc.; #353 Debonded Shear Anchor. b. Hohmann & Barnard, Inc.; Slip-Set Stabilizer. c. Wire-Bond; #1700 Control Joint Anchor.

P. Adjustable Masonry-Veneer Anchors:

1. General: Provide anchors that allow vertical adjustment but resist a 100-lbf (445-N) load in both tension and compression perpendicular to plane of wall without deforming or

developing play in excess of 1/16 inch (1.5 mm).

1. Screw-Attached, Masonry-Veneer Anchors: Wire tie and a corrosion-resistant, self-drilling, eye-screw designed to receive wire tie. Eye-screw has spacer that seats directly

against framing and is same thickness as sheathing and has gasketed washer head that

covers hole in sheathing.

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

1) Heckmann Building Products Inc.; Pos-I-Tie with Pos-I-Tie ThermalClip and Double Pintle Wire Tie.

2) Hohmann & Barnard, Inc.; 2-Seal Thermal Wing Nut AnchorTie with Adjustable Wall Tie (pintle).

b. Wire Ties: Triangular-, rectangular-, or T-shaped wire ties fabricated from 0.187-inch- diameter, stainless-steel wire.

2.7 EMBEDDED FLASHING MATERIALS

A. Flexible Flashing: Use the following unless otherwise indicated:

1. Copper-Laminated Flashing: 5-oz./sq. ft. copper sheet bonded between 2 layers of glass-fiber cloth. Use only where flashing is fully concealed in masonry.





200-35157-19001 04 20 00 - 11

1) Advanced Building Products Inc.; Copper Sealtite 2000. 2) York Manufacturing, Inc.; Multi-Flash 500.

B. Termination Bars: Stainless steel bar 1/8-inch by minimum 1-inch, for attachment at 8-inch centers with stainless steel fasteners.


a. Dayton Superior Corporation, Dur-O-Wal Division; DA1510 Termination Bar. b. Hohmann & Barnard, Inc.; #T1 Termination Bar.

C. Adhesives, Primers, and Seam Tapes for Flashings: Flashing manufacturer's standard products or products recommended by flashing manufacturer for bonding flashing sheets to each other

and to substrates.

2.8 MISCELLANEOUS MASONRY ACCESSORIES

A. Compressible Filler: Premolded filler strips complying with ASTM D 1056, Grade 2A1; compressible up to 35 percent; of width and thickness indicated; formulated from neoprene.


a. Hohmann & Barnard, Inc.; NS Closed Cell Neoprene Sponge. b. Wire-Bond; Expansion Joint 3300.

B. Preformed Control-Joint Gaskets: Made from styrene-butadiene-rubber compound, complying with ASTM D 2000, Designation M2AA-805 and designed to fit standard sash block and to

maintain lateral stability in masonry wall; size and configuration as indicated.


a. Hohmann & Barnard, Inc.; RS Series Rubber Control Joint. b. Wire-Bond; Rubber Control Joint.

A. Bond-Breaker Strips: Asphalt-saturated felt complying with ASTM D 226/D 226M, Type I (No. 15 asphalt felt).

B. Weep/Cavity Vent Products: Use the following unless otherwise indicated:

1. Cellular Plastic Weep/Vent: One-piece, flexible extrusion made from UV-resistant polypropylene copolymer, full height and width of head joint and depth 1/8 inch less than

depth of outer wythe, in color selected from manufacturer's standard.


1) Advanced Building Products Inc.; Mortar Maze Cell Vents.




04 20 00 - 12 200-35157-19001

2) Heckmann Building Products Inc.; #85 Cell Vent. 3) Hohmann & Barnard, Inc.; QV Quadro-Vent. 4) Wire-Bond; Cell Vent 3601.

C. Cavity Drainage Material: Free-draining mesh, made from polymer strands that will not degrade within the wall cavity. See the Evaluations.


a. Advanced Building Products Inc.; Mortar Break. b. Hohmann & Barnard, Inc.; Mortar Web. c. Mortar Net USA, Ltd.; Mortar Net.

2. Configuration: Provide one of the following:

a. Strips, full-depth of cavity and 10 inches high, with dovetail shaped notches 7 inches deep that prevent clogging with mortar droppings.

b. Strips, not less than 3/4 inch thick and 10 inches high, with dimpled surface designed to catch mortar droppings and prevent weep holes from clogging with

mortar.

2.9 MASONRY CLEANERS

A. Proprietary Acidic Cleaner: Manufacturer's standard-strength cleaner designed for removing mortar/grout stains, efflorescence, and other new construction stains from new masonry without

discoloring or damaging masonry surfaces. Use product expressly approved for intended use by

cleaner manufacturer and manufacturer of masonry units being cleaned.

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. Diedrich Technologies, Inc. b. EaCo Chem, Inc. c. ProSoCo, Inc.

2.10 MORTAR AND GROUT MIXES

A. General: Do not use admixtures, including pigments, air-entraining agents, accelerators, retarders, water-repellent agents, antifreeze compounds, or other admixtures unless otherwise

indicated.

1. Do not use calcium chloride in mortar or grout. 2. Use portland cement-lime mortar unless otherwise indicated.

B. Preblended, Dry Mortar Mix: Furnish dry mortar ingredients in form of a preblended mix. Measure quantities by weight to ensure accurate proportions, and thoroughly blend ingredients

before delivering to Project site.




200-35157-19001 04 20 00 - 13

C. Mortar for Unit Masonry: Comply with ASTM C 270, either the Proportion Specification or the Property Specification. Provide the following types of mortar for applications stated unless

another type is indicated.

1. For concrete masonry unit backup in exterior walls, masonry bearing walls, shear walls and masonry below grade or in contact with earth, use Type S. Not for use in masonry

veneer construction.

2. Use Type N mortar in all masonry veneer construction and in all masonry construction other than noted in the requirements for Type S mortar above.

D. Pigmented Mortar: Use colored cement product.

1. Pigments shall not exceed 10 percent of portland cement by weight. 2. Mix to match Architect's sample. 3. Application: Use pigmented mortar for exposed mortar joints with the following units:

a. Clay face brick.

E. Grout for Unit Masonry: Comply with ASTM C 476.

1. Use grout of type indicated or, if not otherwise indicated, of type (fine or coarse) that will comply with Table 1.15.1 in TMS 602/ACI 530.1/ASCE 6 for dimensions of grout spaces

and pour height.

2. Proportion grout in accordance with ASTM C 476, Table 1 or paragraph 4.2.2 for specified 28-day compressive strength indicated, but not less than 2000 psi.

3. Provide grout with a slump of 8 to 11 inches as measured according to ASTM C 143/C 143M.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.

1. Verify that foundations are within tolerances specified. 2. Verify that reinforcing dowels are properly placed. 1. Verify that substrates are free of substances that impair mortar bond.

B. Before installation, examine rough-in and built-in construction for piping systems to verify actual locations of piping connections.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

D. Beginning installation constitutes Contractor’s acceptance of substrates and conditions.




04 20 00 - 14 200-35157-19001

3.2 INSTALLATION, GENERAL

A. Thickness: Build cavity and composite walls and other masonry construction to full thickness shown. Build single-wythe walls to actual widths of masonry units, using units of widths

indicated.

B. Build chases and recesses to accommodate items specified in this and other Sections.

C. Leave openings for equipment to be installed before completing masonry. After installing equipment, complete masonry to match construction immediately adjacent to opening.

D. Use full-size units without cutting if possible. If cutting is required to provide a continuous pattern or to fit adjoining construction, cut units with motor-driven saws; provide clean, sharp,

unchipped edges. Allow units to dry before laying unless wetting of units is specified. Install

cut units with cut surfaces and, where possible, cut edges concealed.

E. Select and arrange units for exposed unit masonry to produce a uniform blend of colors and textures. Mix units from several pallets or cubes as they are placed.

F. Matching Existing Masonry: Match coursing, bonding, color, and texture of existing masonry.

G. Wetting of Brick: Wet brick before laying if initial rate of absorption exceeds 30 g/30 sq. in. per minute when tested according to ASTM C 67. Allow units to absorb water so they are

damp but not wet at time of laying.

3.3 TOLERANCES

A. Dimensions and Locations of Elements:

1. For dimensions in cross section or elevation do not vary by more than plus 1/2 inch or minus 1/4 inch.

2. For location of elements in plan do not vary from that indicated by more than plus or minus 1/2 inch.

3. For location of elements in elevation do not vary from that indicated by more than plus or minus 1/4 inch in a story height or 1/2 inch total.

B. Lines and Levels:

1. For bed joints and top surfaces of bearing walls, do not vary from level by more than 1/4 inch in 10 feet, or ½-inch maximum.

2. For conspicuous horizontal lines, such as lintels, sills, parapets, and reveals, do not vary from level by more than 1/8 inch in 10 feet, 1/4 inch in 20 feet, or ½-inch maximum.

3. For vertical lines and surfaces, do not vary from plumb by more than ¼ inch in 10 feet, 3/8 inch in 20 feet, or ½-inch maximum.

4. For conspicuous vertical lines, such as external corners, door jambs, reveals, and expansion and control joints, do not vary from plumb by more than 1/8 inch in 10 feet, ¼

inch in 20 feet, or ½-inch maximum.

5. For lines and surfaces, do not vary from straight by more than ¼ inch in 10 feet, 3/8 inch in 20 feet, or ½-inch maximum.




200-35157-19001 04 20 00 - 15

6. For vertical alignment of exposed head joints, do not vary from plumb by more than ¼ inch in 10 feet, or ½-inch maximum.

C. Joints:

1. For bed joints, do not vary from thickness indicated by more than plus or minus 1/8 inch, with a maximum thickness limited to 1/2 inch.

2. For exposed bed joints, do not vary from bed-joint thickness of adjacent courses by more than 1/8 inch.

3. For head and collar joints, do not vary from thickness indicated by more than plus 3/8 inch or minus 1/4 inch.

4. For exposed head joints, do not vary from thickness indicated by more than plus or minus 1/8 inch. Do not vary from adjacent bed-joint and head-joint thicknesses by more than

1/8 inch.

5. For exposed bed joints and head joints of stacked bond, do not vary from a straight line by more than 1/16 inch from one masonry unit to the next.

3.4 LAYING MASONRY WALLS

A. Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint thicknesses and for accurate location of openings, movement-type joints, returns, and offsets.

Avoid using less-than-half-size units, particularly at corners, jambs, and, where possible, at

other locations.

B. Bond Pattern for Exposed Masonry: Unless otherwise indicated, lay exposed masonry in running bond; do not use units with less-than-nominal 4-inch horizontal face dimensions at

corners or jambs.

C. Lay concealed masonry with all units in a wythe in running bond or bonded by lapping not less than 2 inches. Bond and interlock each course of each wythe at corners. Do not use units with

less-than-nominal 4-inch horizontal face dimensions at corners or jambs.

D. Stopping and Resuming Work: Stop work by stepping back units in each course from those in course below; do not tooth. When resuming work, clean masonry surfaces that are to receive

mortar, remove loose masonry units and mortar, and wet brick if required before laying fresh

masonry.

E. Built-in Work: As construction progresses, build in items specified in this and other Sections. Fill in solidly with masonry around built-in items.

F. Fill space between steel frames and masonry solidly with mortar unless otherwise indicated.

G. Where built-in items are to be embedded in cores of hollow masonry units, place a layer of metal lath, wire mesh, or plastic mesh in the joint below and rod mortar or grout into core.

H. Fill cores in hollow CMUs with grout 24 inches under bearing plates, beams, lintels, posts, and similar items unless otherwise indicated.

I. Build nonload-bearing interior partitions full height of story to underside of solid floor or roof structure above unless otherwise indicated.




04 20 00 - 16 200-35157-19001

1. Install compressible filler in joint between top of partition and underside of structure above.

1. Fasten top-of-wall wind clips to structure above and build wall into clips. Grout cells of CMUs solidly and space clips as indicated on Drawings.

2. At fire-rated partitions, treat joint between top of partition and underside of structure above to comply with Division 07 Section "Fire-Resistive Joint Systems."

3.5 MORTAR BEDDING AND JOINTING

A. Lay hollow CMUs as follows:

1. Bed face shells in mortar and make head joints of depth equal to bed joints. 2. Bed webs in mortar in all courses of piers, columns, and pilasters. 3. Bed webs in mortar in grouted masonry, including starting course on footings. 4. Fully bed entire units, including areas under cells, at starting course on footings where

cells are not grouted.

5. Fully bed units and fill cells with mortar at anchors and ties as needed to fully embed anchors and ties in mortar.

B. Lay solid masonry units with completely filled bed and head joints; butter ends with sufficient mortar to fill head joints and shove into place. Do not deeply furrow bed joints or slush head

joints.

C. Tool exposed joints slightly concave when thumbprint hard, using a jointer larger than joint thickness unless otherwise indicated.

1. For glazed masonry units, use a nonmetallic jointer 3/4 inch or more in width.

D. Cut joints flush for masonry walls to receive plaster or other direct-applied finishes (other than paint) unless otherwise indicated.

E. Cut joints flush where indicated to receive air barriers unless otherwise indicated.

3.6 COMPOSITE MASONRY

A. Bond wythes of composite masonry together using the following method:

1. Masonry Joint Reinforcement: Installed in horizontal mortar joints.

a. Use adjustable (two-piece) type reinforcement.

B. Collar Joints: Solidly fill collar joints by parging face of first wythe that is laid and shoving units of other wythe into place.

C. Corners: Provide interlocking masonry unit bond in each wythe and course at corners unless otherwise indicated.

1. Provide continuity with masonry-joint reinforcement at corners by using prefabricated L-shaped units as well as masonry bonding.




200-35157-19001 04 20 00 - 17

D. Intersecting and Abutting Walls: Unless vertical expansion or control joints are shown at juncture, bond walls together as follows:

1. Provide continuity with masonry-joint reinforcement by using prefabricated T-shaped units.

3.7 CAVITY WALLS

A. Bond wythes of cavity walls together using one of the following methods:

1. Masonry Joint Reinforcement: Installed in horizontal mortar joints.

2. Masonry-Veneer Anchors: Comply with requirements for anchoring masonry veneers.

B. Keep cavities clean of mortar droppings and other materials during construction. Bevel beds away from cavity, to minimize mortar protrusions into cavity. Do not attempt to trowel or

remove mortar fins protruding into cavity.

C. Apply air barrier to face of backup wythe to comply with Division 07 Section Fluid-Applied Membrane Air Barriers]."

D. Installing Cavity-Wall Insulation: Place small dabs of adhesive, spaced approximately 12 inches o.c. both ways, on inside face of insulation boards, or attach with plastic fasteners

designed for this purpose. Fit courses of insulation between wall ties and other confining

obstructions in cavity, with edges butted tightly both ways. Press units firmly against inside

wythe of masonry or other construction as shown.

1. Fill cracks and open gaps in insulation with crack sealer compatible with insulation and masonry.

3.8 ANCHORED MASONRY VENEERS

A. Anchor masonry veneers to [wall framing] [and] [concrete and masonry backup] with masonry-veneer anchors to comply with the following requirements:

1. Fasten [screw-attached anchors [through sheathing to wall framing] [and] [to concrete and masonry backup] with metal fasteners of type indicated. Use two fasteners unless

anchor design only uses one fastener.

2. Embed [tie sections] [connector sections and continuous wire] in masonry joints. 3. Locate anchor sections to allow maximum vertical differential movement of ties up and

down.

1. Space anchors as indicated, but not more than 16 inches (458 mm) o.c. vertically and 16 inches (610 mm) o.c. horizontally, with not less than one anchor for each 2 sq. ft. (0.2 sq.

m) of wall area. Install additional anchors within 12 inches (305 mm) of openings and at

intervals, not exceeding 8 inches (203 mm), around perimeter.

B. Provide not less than 2 inches (50 mm) of airspace between back of masonry veneer and face of insulation.




04 20 00 - 18 200-35157-19001

1. Keep airspace clean of mortar droppings and other materials during construction. Bevel beds away from airspace, to minimize mortar protrusions into airspace. Do not attempt to

trowel or remove mortar fins protruding into airspace.

3.9 MASONRY-JOINT REINFORCEMENT

A. General: Install entire length of longitudinal side rods in mortar with a minimum cover of 5/8 inch on exterior side of walls, 1/2 inch elsewhere. Lap reinforcement a minimum of 6 inches.

1. Space reinforcement not more than 16 inches o.c. 2. Space reinforcement not more than 8 inches o.c. in parapet walls. 3. Provide reinforcement not more than 8 inches above and below wall openings and

extending 12 inches beyond openings in addition to continuous reinforcement.

B. Interrupt joint reinforcement at control and expansion joints unless otherwise indicated.

C. Provide continuity at wall intersections by using prefabricated T-shaped units.

D. Provide continuity at corners by using prefabricated L-shaped units.

3.10 ANCHORING MASONRY TO STRUCTURAL STEEL AND CONCRETE

A. Anchor masonry to structural steel and concrete, where masonry abuts or faces structural steel or concrete, to comply with the following:

1. Provide an open space not less than 2 inch wide between masonry and structural steel or concrete unless otherwise indicated. Keep open space free of mortar and other rigid

materials.

2. Anchor masonry with anchors embedded in masonry joints and attached to structure. 3. Space anchors as indicated, but not more than 16 inches o.c. vertically and 16 inches o.c.

horizontally.

3.11 CONTROL AND EXPANSION JOINTS

A. General: Install control- and expansion-joint materials in unit masonry as masonry progresses. Do not allow materials to span control and expansion joints without provision to allow for in-

plane wall or partition movement.

1. Locate joints as indicated on Drawings; however, locate vertical joints not more than 30 feet o.c. for expansion joints in masonry veneer and 24 feet o.c. for control joints in

concrete masonry.

B. Form control joints in concrete masonry as follows:

1. Install preformed control-joint gaskets designed to fit standard sash block.

2. At steel columns construct control-joint according to Drawings.

C. Form expansion joints in brick as follows:




200-35157-19001 04 20 00 - 19

1. Build in compressible joint fillers where indicated. 2. Form open joint full depth of brick wythe and of width indicated, but not less than 3/8

inch for installation of sealant and backer rod specified in Division 07 Section "Joint

Sealants."

D. Provide horizontal, pressure-relieving joints by either leaving an airspace or inserting a compressible filler of width required for installing sealant and backer rod specified in

Division 07 Section "Joint Sealants," but not less than 3/8 inch.

1. Locate horizontal, pressure-relieving joints beneath shelf angles supporting masonry.

3.12 LINTELS

A. Install steel lintels where indicated.

B. Provide [concrete] [or] [masonry] lintels where shown and where openings of more than 12 inches for brick-size units and 24 inches for block-size units are shown without structural steel

or other supporting lintels.

C. Provide minimum bearing of 8 inches at each jamb unless otherwise indicated. Jambs below bearing to be grouted solid from base of wall to underside of lintel bearing.

3.13 FLASHING, WEEP HOLES, AND CAVITY VENTS

A. General: Install embedded flashing and weep holes in masonry at shelf angles, lintels, ledges, other obstructions to downward flow of water in wall, and where indicated. Install cavity vents

at shelf angles, ledges, and other obstructions to upward flow of air in cavities, and where

indicated.

B. Install flashing as follows unless otherwise indicated:

1. Prepare masonry surfaces so they are smooth and free from projections that could puncture flashing. Where flashing is within mortar joint, place through-wall flashing on

sloping bed of mortar and cover with mortar. Before covering with mortar, seal

penetrations in flashing with adhesive, sealant, or tape as recommended by flashing

manufacturer.

2. At multiwythe masonry walls, including cavity walls, extend flashing through outer wythe, turned up a minimum of 8 inches, and at least 2 inches above top of cavity

drainage material.

3. At masonry-veneer walls, extend flashing through veneer, across airspace behind veneer, and up face of sheathing at least 8 inches; and at least 2 inches above the top of cavity

drainage material.

4. Secure top of flashing with metal termination bar attached to wall framing 8 inches on center. Apply a continuous bead of compatible sealant to the top of the bar.

5. At lintels and shelf angles, extend flashing a minimum of 6 inches into masonry at each end. At heads and sills, extend flashing 6 inches at ends and turn up not less than 2

inches to form end dams.

6. Cut flexible flashing off flush with face of wall after masonry wall construction is completed.




04 20 00 - 20 200-35157-19001

C. Install weep holes in exterior wythes and veneers in head joints of first course of masonry immediately above embedded flashing.

1. Use specified weep/cavity vent products to form weep holes. 2. Space weep holes 24 inches o.c. unless otherwise indicated.

D. Place cavity drainage material in airspace behind veneers to comply with configuration requirements for cavity drainage material in "Miscellaneous Masonry Accessories" Article.

E. Install cavity vents in head joints in exterior wythes at 48 inches o.c., unless otherwise indicated. Use specified weep/cavity vent products to form cavity vents.

3.14 REINFORCED UNIT MASONRY INSTALLATION

A. Temporary Formwork and Shores: Construct formwork and shores as needed to support reinforced masonry elements during construction.

1. Construct formwork to provide shape, line, and dimensions of completed masonry as indicated. Make forms sufficiently tight to prevent leakage of mortar and grout. Brace,

tie, and support forms to maintain position and shape during construction and curing of

reinforced masonry.

2. Do not remove forms and shores until reinforced masonry members have hardened sufficiently to carry their own weight and that of other loads that may be placed on them

during construction.

B. Placing Reinforcement: Comply with requirements in TMS 602ACI 530.1/ASCE 6.

C. Grouting: Do not place grout until entire height of masonry to be grouted has attained enough strength to resist grout pressure.

1. Comply with requirements in TMS 602/ACI 530.1/ASCE 6 for cleanouts and for grout placement, including minimum grout space and maximum pour height.

2. Limit height of vertical grout pours to not more than 60 inches.

3.15 FIELD QUALITY CONTROL

A. Testing and Inspecting: Owner will engage special inspectors to perform tests and inspections and prepare reports. Allow inspectors access to scaffolding and work areas, as needed to

perform tests and inspections. Retesting of materials that fail to comply with specified

requirements shall be done at Contractor's expense.

B. Inspections: Level 1 special inspections according to the International Building Code.

1. Begin masonry construction only after inspectors have verified proportions of site-prepared mortar.

2. Place grout only after inspectors have verified compliance of grout spaces and of grades, sizes, and locations of reinforcement.

3. Place grout only after inspectors have verified proportions of site-prepared grout.




200-35157-19001 04 20 00 - 21

A. Testing Prior to Construction: One set of tests.

B. Testing Frequency: One set of tests for each 5000 sq. ft. of wall area or portion thereof.

A. Mortar Aggregate Ratio Test (Proportion Specification): For each mix provided, according to ASTM C 780.

B. Mortar Test (Property Specification): For each mix provided, according to ASTM C 780. Test mortar for mortar air content and compressive strength.

C. Grout Test (Compressive Strength): For each mix provided, according to ASTM C 1019.

D. Prism Test: For each type of construction provided, according to ASTM C 1314 at28 days. Only required if mortar or grout compressive strength testing does not meet specifications.

E. Inspect reinforcing for size and placement prior to pouring of grout.

F. Inspect grout and mortar mixing operations to ensure mix proportions and procedures comply with specified requirements.

G. Inspect ties and anchors for type, spacing, and proper installation.

H. Inspect flashing and accessories for type and proper installation.

I. Inspect all aspects of masonry construction operations for compliance with specified cold weather and/or hot weather procedures.

3.16 REPAIRING, POINTING, AND CLEANING

A. Remove and replace masonry units that are loose, chipped, broken, stained, or otherwise damaged or that do not match adjoining units. Install new units to match adjoining units; install

in fresh mortar, pointed to eliminate evidence of replacement.

B. Pointing: During the tooling of joints, enlarge voids and holes, except weep holes, and completely fill with mortar. Point up joints, including corners, openings, and adjacent

construction, to provide a neat, uniform appearance. Prepare joints for sealant application,

where indicated.

C. In-Progress Cleaning: Clean unit masonry as work progresses by dry brushing to remove mortar fins and smears before tooling joints.

D. Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry as follows:

1. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels.

2. Test cleaning methods on sample wall panel; leave one-half of panel uncleaned for comparison purposes. Obtain Architect's approval of sample cleaning before proceeding

with cleaning of masonry.




04 20 00 - 22 200-35157-19001

3. Protect adjacent stone and nonmasonry surfaces from contact with cleaner by covering them with liquid strippable masking agent or polyethylene film and waterproof masking

tape.

4. Wet wall surfaces with water before applying cleaners; remove cleaners promptly by rinsing surfaces thoroughly with clear water.

5. Clean brick by bucket-and-brush hand-cleaning method described in BIA Technical Notes 20.

6. Clean concrete masonry by applicable cleaning methods indicated in NCMA TEK 8-4A. 7. Clean concrete masonry by cleaning method indicated in NCMA TEK 8-2A applicable to

type of stain on exposed surfaces.

END OF SECTION



Tetra Tech METAL FABRICATIONS

200-35157-19001 05 50 00 - 1

SECTION 05 50 00

METAL FABRICATIONS

PART 1 - GENERAL



1.2 SUMMARY


1. Steel framing and supports for overhead doors and grilles. 2. Shelf angles. 3. Miscellaneous steel trim.

B. Products furnished, but not installed, under this Section:

1. Loose steel lintels.

1.3 PERFORMANCE REQUIREMENTS

A. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes acting on exterior metal fabrications by preventing buckling, opening of joints,

overstressing of components, failure of connections, and other detrimental effects.


A. General: Submit all action submittals and informational submittals required by this Section concurrently.

1.5 ACTION SUBMITTALS

A. Product Data: For the following:

1. Slotted channel framing. 2. Metal nosings and treads. 3. Paint products. 4. Grout.

B. Shop Drawings: Show fabrication and installation details for metal fabrications.



METAL FABRICATIONS Tetra Tech

05 50 00 - 2 200-35157-19001

1. Include plans, elevations, sections, and details of metal fabrications and their connections. Show anchorage and accessory items.


A. Qualification Data: For qualified professional engineer.

B. Welding certificates.

C. Paint Compatibility Certificates: From manufacturers of topcoats applied over shop primers certifying that shop primers are compatible with topcoats.


A. Welding Qualifications: Qualify procedures and personnel according to the following:

1. AWS D1.1/D1.1M, "Structural Welding Code - Steel." 2. AWS D1.2/D1.2M, "Structural Welding Code - Aluminum."

1.8 COORDINATION

A. Coordinate selection of shop primers with topcoats to be applied over them. Comply with paint and coating manufacturers' written recommendations to ensure that shop primers and topcoats

are compatible with one another.

PART 2 - PRODUCTS

2.1 METALS, GENERAL

A. Metal Surfaces, General: Provide materials with smooth, flat surfaces unless otherwise indicated. For metal fabrications exposed to view in the completed Work, provide materials

without seam marks, roller marks, rolled trade names, or blemishes.

2.2 FERROUS METALS

A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.

B. Stainless-Steel Sheet, Strip, and Plate: ASTM A 240/A 240M or ASTM A 666, Type 304.

C. Stainless-Steel Bars and Shapes: ASTM A 276, Type 304.

D. Steel Tubing: ASTM A 500, cold-formed steel tubing.

E. Steel Pipe: ASTM A 53/A 53M, standard weight (Schedule 40) unless otherwise indicated.

F. Zinc-Coated Steel Wire Rope: ASTM A 741.




200-35157-19001 05 50 00 - 3

2.3 NONFERROUS METALS

A. Aluminum Plate and Sheet: ASTM B 209, Alloy 6061-T6.

B. Aluminum Extrusions:

1. ASTM B 221, Alloy 6061-T6. 2. ASTM B 221, Alloy 6063-T5. 3. ASTM B 221, Alloy 6063-T6.

2.4 FASTENERS

A. General: Unless otherwise indicated, provide Type 304 stainless-steel fasteners for exterior use and zinc-plated fasteners with coating complying with ASTM B 633 or ASTM F 1941,

Class Fe/Zn 5, at exterior walls. Select fasteners for type, grade, and class required.

B. Postinstalled Anchors: Torque-controlled expansion anchors or chemical anchors.

1. Material for Interior Locations: Carbon-steel components zinc plated to comply with ASTM B 633 or ASTM F 1941 (ASTM F 1941M), Class Fe/Zn 5 unless otherwise

indicated.

2. Chemical Anchor Adhesives: Heavy duty, two component injectable adhesive designed to be dispensed using double chamber gun with mixing nozzle. Adhesives in capsule

form will not be accepted.

a. Products for anchoring into concrete: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not

limited to, the following:

1) Hilti, Inc.; Hit-HY 200; Hit-Ice. 2) ITW Redhead; Epcon C6; Epcon A7. 3) Powers Fasteners, Inc.; AC100+ Gold.

b. Products for anchoring into masonry: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not

limited to, the following:

1) Hilti, Inc.; Hit-HY 70. 2) ITW Redhead; Epcon C6; Epcon A7. 3) Powers Fasteners, Inc.; AC100+ Gold.

2.5 MISCELLANEOUS MATERIALS

A. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded.

B. Alkyd Primer: Modified-alkyd primer compatible with topcoat.





05 50 00 - 4 200-35157-19001

a. Tnemec Company, Inc.; Series 10: 10-1009 Gray.

C. Urethane Primer: Moisture-cured, aromatic urethane primer compatible with topcoat.


a. Tnemec Company, Inc.; Omnithane Series 530.

D. Zinc-Rich Primer: Zinc-rich, aromatic urethane primer compatible with topcoat.


a. Tnemec Company, Inc.; Tneme-Zinc 90-97.

E. Galvanizing Repair Paint: High-zinc-dust-content paint complying with SSPC-Paint 20 and compatible with paints specified to be used over it.

F. Nonshrink, Nonmetallic Grout: Factory-packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C 1107. Provide grout specifically recommended by manufacturer for

interior and exterior applications.

G. Concrete: Comply with requirements in Division 03 Section "Miscellaneous Cast-in-Place Concrete" for normal-weight, air-entrained, concrete with a minimum 28-day compressive

strength of 3000 psi.

H. Isolation Barrier membrane: Self-adhering, high-temperature sheet, minimum 15 mils thick, consisting of cross-laminated polyethylene-film top surface laminated to layer of butyl

adhesive, with release-liner backing; cold applied, in roll width to match or exceed width of

area to be protected. Provide primer when recommended by membrane manufacturer.


a. Grace Construction Products, a unit of W. R. Grace & Co.; “Vycor Pro”. b. Equivalents meeting requirements of specified products.

2.6 FABRICATION, GENERAL

A. Shop Assembly: Preassemble items in the shop to greatest extent possible. Disassemble units only as necessary for shipping and handling limitations. Use connections that maintain

structural value of joined pieces. Clearly mark units for reassembly and coordinated

installation.

B. Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a radius of approximately 1/32 inch unless otherwise indicated. Remove sharp or rough areas on exposed

surfaces.

C. Form bent-metal corners to smallest radius possible without causing grain separation or otherwise impairing work.

D. Form exposed work with accurate angles and surfaces and straight edges.




200-35157-19001 05 50 00 - 5

E. Weld corners and seams continuously to comply with the following:

1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals.

2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. At exposed connections, finish exposed welds and surfaces smooth and blended so no

roughness shows after finishing.

F. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners or welds where possible. Where exposed fasteners are required, use Phillips flat-head

(countersunk) fasteners unless otherwise indicated. Locate joints where least conspicuous.

G. Fabricate seams and other connections that will be exposed to weather in a manner to exclude water. Provide weep holes where water may accumulate.

H. Cut, reinforce, drill, and tap metal fabrications as indicated to receive finish hardware, screws, and similar items.

I. Provide for anchorage of type indicated; coordinate with supporting structure. Space anchoring devices to secure metal fabrications rigidly in place and to support indicated loads.

1. Where units are indicated to be cast into concrete or built into masonry, equip with integrally welded steel strap anchors, 1/8 by 1-1/2 inches, with a minimum 6-inch

embedment and 2-inch hook, not less than 8 inches from ends and corners of units and 24

inches o.c., unless otherwise indicated.

2.7 MISCELLANEOUS FRAMING AND SUPPORTS

A. General: Provide steel framing and supports not specified in other Sections as needed to complete the Work.

B. Fabricate units from steel shapes, plates, and bars of welded construction unless otherwise indicated. Fabricate to sizes, shapes, and profiles indicated and as necessary to receive adjacent

construction.

1. Fabricate units from slotted channel framing where indicated. 2. Furnish inserts for units installed after concrete is placed.

C. Fabricate supports for operable partitions from continuous steel beams of sizes indicated with attached bearing plates, anchors, and braces as recommended by partition manufacturer. Drill

or punch bottom flanges of beams to receive partition track hanger rods; locate holes where

indicated on operable partition Shop Drawings.

2.8 SHELF ANGLES

A. Fabricate shelf angles from steel angles of sizes indicated and for attachment to concrete framing. Provide horizontally slotted holes to receive 3/4-inch bolts, spaced not more than 6

inches from ends and 24 inches o.c., unless otherwise indicated.




05 50 00 - 6 200-35157-19001

1. Provide mitered and welded units at corners. 2. Provide open joints in shelf angles at expansion and control joints. Make open joint

approximately 2 inches larger than expansion or control joint.

B. For cavity walls, provide vertical channel brackets to support angles from backup masonry and concrete.

C. Furnish wedge-type concrete inserts, complete with fasteners, to attach shelf angles to cast-in-place concrete.

2.9 MISCELLANEOUS STEEL TRIM

A. Unless otherwise indicated, fabricate units from steel shapes, plates, and bars of profiles shown with continuously welded joints and smooth exposed edges. Miter corners and use concealed

field splices where possible.

B. Provide cutouts, fittings, and anchorages as needed to coordinate assembly and installation with other work.

1. Provide with integrally welded steel strap anchors for embedding in concrete or masonry construction.

2.10 LOOSE STEEL LINTELS

A. Fabricate loose steel lintels from steel angles and shapes of size indicated for openings and recesses in masonry walls and partitions at locations indicated. Fabricate in single lengths for

each opening unless otherwise indicated. Weld adjoining members together to form a single

unit where indicated.

B. Size loose lintels to provide bearing length at each side of openings equal to 1/12 of clear span but not less than 8 inches unless otherwise indicated.

2.11 FINISHES, GENERAL

A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes.

B. Finish metal fabrications after assembly.

C. Finish exposed surfaces to remove tool and die marks and stretch lines, and to blend into surrounding surface.

2.12 STEEL AND IRON FINISHES

A. Galvanizing: Hot-dip galvanize items as indicated to comply with ASTM A 153/A 153M for steel and iron hardware and with ASTM A 123/A 123M for other steel and iron products.

1. Do not quench or apply post galvanizing treatments that might interfere with paint adhesion.




200-35157-19001 05 50 00 - 7

B. Shop prime iron and steel items not indicated to be galvanized unless they are to be embedded in concrete, sprayed-on fireproofing, or masonry, or unless otherwise indicated.

1. Metal Fabrications: For all iron and steel items (except those noted below), shop prime with alkyd primer.

2. Exterior Wall Metal Fabrications: For all iron and steel items occurring in exterior walls, shop prime with urethane primer.

C. Surface Preparation: Clean surfaces to be painted. Remove loose rust and mill scale and spatter, slag, or flux deposits. Prepare surfaces according to the following specifications and

standards:

1. SSPC-SP 3, "Power Tool Cleaning," unless noted otherwise below.

2. ASTM D 6386, “Standard Practice for Preparation of Zinc (Hot-Dip Galvanized) Coated Iron and Steel Product and Hardware Surfaces for Painting,” for galvanized surfaces

noted to be painted.

D. Shop Priming: Apply shop primer to comply with SSPC-PA 1, "Paint Application Specification No. 1: Shop, Field, and Maintenance Painting of Steel," for shop painting.

1. Stripe paint corners, crevices, bolts, welds, and sharp edges.

2.13 ALUMINUM FINISHES

A. Finish designations prefixed by AA comply with the system established by the Aluminum Association for designating aluminum finishes.

B. As-Fabricated Finish: AA-M10 (Mechanical Finish: as fabricated, unspecified).

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Beginning installation constitutes Contractor’s acceptance of substrates and conditions.

B. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing metal fabrications. Set metal fabrications accurately in location, alignment, and elevation; with

edges and surfaces level, plumb, true, and free of rack; and measured from established lines and

levels.