Attach_1_-_Specifications.pdf

TITLE 1B 100% SUBMITTAL

Repair Wing Headquarters, B6803

AWUB 08-9014

SUBMITTED BY:

KEVIN BRYAN ARCHITECT, LLC

AND

AILLET, FENNER, JOLLY & McCLELLAND, INC.

CONSULTING ENGINEERS

March 14, 2017

FA4608-17-R-0021

Attachment 1

TITLE 1B – 100% SUBMITTAL

REPAIR WING HEADQUARTERS, B6803

AWUB 08-9014

BARKSDALE AFB, LA

INDEX

DIVISION 01 – GENERAL REQUIREMENTS

Section 01100 - Summary of Work Section 01732 - Selective Demolition

DIVISION 04 - MASONRY

Section 04200 - Unit Masonry

DIVISION 05 – METALS

Section 05400 – Cold-Formed Metal Framing Section 05500 – Metal Fabrications

DIVISION 06 – WOODS AND PLASTICS

Section 06100 – Rough Carpentry Section 06404 – Interior Architectural Woodwork

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

Section 07190 – Water Repellents Section 07210 – Building Insulation Section 07920 – Joint Sealants

DIVISION 08 – DOORS AND WINDOWS

Section 08110 – Steel Doors and Frames Section 08211 – Flush Wood Doors Section 08710 – Door Hardware

DIVISION 09 – FINISHES

Section 09250 – Gypsum Board Assemblies Section 09300 – Tile Section 09511 – Acoustical Panel Ceilings Section 09650 – Resilient Tile Flooring and Base Section 09651 – Resilient Stair Treads Section 09681 – Carpet Tile Section 09720 – Textile Wall Coverings Section 09900 – Painting

DIVISION 10 – SPECIALTIES

Section 10260 – Corner Guards Section 10431 – Signage Section 10522 – Fire Extinguishers, Cabinets, and Accessories

DIVISION 12 – FURNITURE

Section 12610 – Fixed Audience Seating Section 12500 – Window Treatments

DIVISION 13 – FIRE SUPPRESSION

Section 13915 - Fire Suppression Piping

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DIVISION 15 - MECHANICAL

Section 15010 - General Provisions Section 15050 - Basic Mechanical Materials And Methods Section 15055 - Motors Section 15060 – Hangars and Supports Section 15071 – Mechanical Vibration Controls Section 15075 – Mechanical Identification Section 15080 – Mechanical Insulation Section 15081 - Duct Insulation Section 15110 – Valves Section 15121 – Pipe Expansion Fittings and Loops Section 15122 – Meters and Gages Section 15140 – Domestic Water Piping Section 15150 – Sanitary Waste and Vent Piping Section 15180 – Equipment Insulation Section 15183 – Refrigerant Piping Section 15194 – Fuel Gas Piping Section 15410 – Plumbing Fixtures Section 15415 – Drinking Fountains and Water Coolers Section 15430 – Plumbing Specialties Section 15486 – Fuel Fired Water Heaters Section 15700 – Variable Refrigerant Volume (VRV) Air Conditioning – Heat Recovery Section 15701 – Variable Refrigerant Volume (VRV) HVAC System Section 15785 - Dedicated Outdoor Air Unit Section 15815 - Metal Ducts Section 15820 - Duct Accessories Section 15838 – Power Ventilators Section 15855 - Diffusers, Registers, And Grilles Section 15861 – Air Filters Section 15900 – HVAC Control Systems Section 15950 - Testing, Adjusting, And Balancing

DIVISION 16 - ELECTRICAL

Section 16010 - General Provisions Section 16050 - Basic Electrical Materials And Methods Section 16060 - Grounding & Bonding Section 16130 - Raceways And Boxes Section 16140 - Wiring Devices Section 16145 – Lighting Control Devices Section 16442 – Panelboard Section 16476 – Disconnect Switches Section 16519 – LED Interior Lighting Section 16721 – Fire Alarm and Mass Notification Systems

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SECTION 01100 – SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes:

1. Project information.

2. Work covered by Contract Documents.

3. Phased construction.

4. Work under separate contracts.

5. Access to site.

6. Coordination with occupants.

7. Work restrictions.

8. Specification and drawing conventions.

B. Related Section:

1. Division 1 Section "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

1.2 PROJECT INFORMATION

A. Project Identification: Repair Wing Headquarters

B. Project Location: Barksdale AFB, Louisiana 71111.

C. Owner: Barksdale Air Force Base.

D. Owner's Representative:

E. Design Architect: Kevin Bryan Architect, 712 Texas Street, Shreveport, Louisiana 71101, (318) 673-9980.

F. Project Manager: Patsy Hamilton, Electrical Engineer, 2CES/CENME, (318) 456-3078.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of the Project is defined by the Contract Documents and consists of the following:

B. Project includes a 30,000 sq. ft. renovation for the BAFB Wing Headquarters (B6803).

Project will consist of replacement of existing finishes and ABA Improvements. New Briefing Room seating, and stair handrail improvements will also be a part of this project.

C. Type of Contract.

1. Project will be constructed under a single prime contract.

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1.4 WORK UNDER SEPARATE CONTRACTS

A. General: Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract or other contracts. Coordinate the Work of this Contract with work performed under separate contracts.

1.5 ACCESS TO SITE

A. General: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section.

B. Use of Site: Limit use of Project site to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine construction operations to primary construction area as bound by site plan drawing.

2. Limits: Limit site disturbance, including earthwork and clearing of vegetation, to 40 feet beyond building perimeter; 10 feet beyond surface walkways, patios, surface parking, and utilities less than 12 inches in diameter; 15 feet beyond primary roadway curbs and main utility branch trenches; and 25 feet beyond constructed areas with permeable surfaces.

3. Schedule deliveries to minimize use of driveways and entrances by construction operations.

4. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

1.6 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets and other requirements of authorities having jurisdiction.

2. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:

3. Notify Architect, Owner not less than seven days in advance of proposed utility interruptions.

4. Obtain Architect's written permission before proceeding with utility interruptions.

1.7 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

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2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 1 General Requirements: Requirements of Sections in Division 1 apply to the Work of all Sections in the Specifications.

C. Drawing Coordination: Requirements for materials and products identified on the Drawings are described in detail in the Specifications. One or more of the following are used on the Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2. Abbreviations: Materials and products are identified by abbreviations scheduled on Drawings.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01100

SECTION 01732 - SELECTIVE DEMOLITION

1.1 SUMMARY

A. Section Includes:

1. Demolition and removal of selected site elements.

1.2 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.

1.3 PREINSTALLATION MEETINGS

A. Predemolition Conference: Conduct conference at per Owner direction.

1.4 INFORMATIONAL SUBMITTALS

A. Qualification Data: For refrigerant recovery technician.

B. Predemolition Photographs or Video: Submit before Work begins.

C. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician.

1.5 CLOSEOUT SUBMITTALS

A. Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes.

1.6 QUALITY ASSURANCE

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

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1.7 FIELD CONDITIONS

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

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

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

1. Before selective demolition, Owner will remove the following items:

a. Ceiling fans and light kits.

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

D. Hazardous Materials: Hazardous materials may be encountered in the Work.

1. Provide lead testing to all suspected materials that will disturbed by work.

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

Contracting officer. Hazardous materials will be removed by Owner under a separate contract.

E. Hazardous Materials: Hazardous materials are present in buildings and structures to be selectively demolished. A report on the presence of hazardous materials is on file for review and use. Examine report to become aware of locations where hazardous materials are present.

1. Hazardous material remediation is specified elsewhere in the Contract Documents.

2. Do not disturb hazardous materials or items suspected of containing hazardous materials except under procedures specified elsewhere in the Contract Documents.

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

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

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

1.8 WARRANTY

A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials so as not to void existing warranties.

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.

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PART 3 - EXECUTION

3.1 EXAMINATION

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

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

C. 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.

D. Survey of Existing Conditions: Record existing conditions by use of preconstruction photographs.

1. Comply with requirements specified in Division 1 Section "Photographic Documentation."

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.

1. Comply with requirements for existing services/systems interruptions specified in Division 1 Section "Summary."

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. Building manager will arrange to shut off indicated services/systems when requested by Contractor.

2. Arrange to shut off indicated utilities with utility companies.

3. 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.

4. 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.

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.

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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.

1. Comply with requirements for access and protection specified in Division 1 Section "Temporary Facilities and Controls."

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.

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. 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.

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

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

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

5. 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:

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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 reinstalled in their original locations after selective demolition operations are complete.

3.5 DISPOSAL OF DEMOLISHED MATERIALS

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

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.

4. Comply with requirements specified in Division 1 Section "Construction Waste

Management."

B. Burning: Do not burn demolished materials.

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

3.6 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 01732

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SECTION 04200 - UNIT MASONRY

RELATED DOCUMENTS

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

SUMMARY

This Section includes the following:

Concrete unit masonry.

Masonry reinforcement.

Mortar and Grout.

Masonry Cell Insulation.

Embedded Flashing.

SUBMITTALS

General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections.

Product data for each different masonry unit, accessory, and other manufactured product indicated.

Samples for verification of the following:

Full-size units for each different exposed masonry unit required showing the full range of exposed colors, textures, and dimensions to be expected in the completed construction.

Include size-variation data for Type FBX and Type FBS brick, verifying that actual range of sizes for brick falls within ASTM C 216 dimension tolerances.

Contractor to provide a full size 48” x 48” on site mock-up of the proposed masonry veneer with specified mortar color and joint type.

QUALITY ASSURANCE

Single-Source Responsibility 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 one source and by a single manufacturer for each different product required.

Single-Source Responsibility for Mortar Materials: Obtain mortar ingredients of a uniform quality, including color for exposed masonry, from one manufacturer for each cementitious component and from one source or producer for each aggregate.

Field-Constructed Mock-Ups: Prior to installation of unit masonry, erect sample wall panels to further verify selections made under sample submittals and to demonstrate aesthetic effects as well as qualities of materials and execution. Build mock-ups to comply with the following requirements, using materials indicated for final unit of Work:

Locate mock-ups on site in locations indicated or, if not indicated, as directed by Architect.

Build mock-ups for the following types of masonry in sizes of approximately 4 feet long by 4 feet high by full thickness.

Notify Architect one week in advance of the dates and times when mock-ups will be erected.

Protect mock-ups from the elements with weather-resistant membrane.

Retain and maintain mock-ups during construction in undisturbed condition as standard for judging completed unit masonry construction.

When directed, demolish and remove mock-ups from Project site.

DELIVERY, STORAGE, AND HANDLING

Deliver masonry materials to project in undamaged condition.

Store and handle masonry units off the ground, under cover, and in a dry location to prevent their deterioration or damage due to moisture, temperature changes, contaminants, corrosion, and other causes. If units become wet, do not place until units are in an air-dried condition.

Store cementitious materials off the ground, under cover, and in dry location.

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

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

PROJECT CONDITIONS

Protection of Masonry: During erection, 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.

Extend cover a minimum of 24 inches down both sides and hold cover securely in place.

Do not apply uniform floor or roof loads for at least 12 hours and concentrated loads for at least 3 days after building masonry walls or columns.

Stain prevention: Prevent grout, mortar, and soil from staining the face of masonry to be left exposed.

Remove immediately any grout, mortar, and soil that come in contact with such masonry.

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

Protect sills, ledges, and projections from mortar droppings.

Protect surfaces of window and door frames, as well as similar products with painted and integral finishes from mortar droppings.

Cold-Weather Construction: Comply with referenced unit masonry standard for cold-weather construction and the following:

Do not lay masonry units that are wet or frozen.

Remove masonry damaged by freezing conditions.

Hot-Weather Construction: Comply with referenced unit masonry standard.

PART 2 - PRODUCTS

Manufacturers: Subject to compliance with requirements, provide products by one of the following:

Concrete Masonry Units:

Burns & Russell Co. (The).

Louisiana Industries.

Trenwyth Industries, Inc.

Portland Cement, Mortar Cement, Masonry Cement, and Lime:

Essroc Materials, Inc.

Glen-Gery Corporation.

Lafarge Corporation.

Lehigh Portland Cement Co.

Riverton Corporation (The).

Mortar Pigments:

Davis Colors.

Lafarge Corporation.

Solomon Grind-Chem Services, Inc.

Joint Reinforcement, Ties, and Anchors:

AA Wire Products Co.

Dur-O-Wal, Inc.

Hohmann & Barnard, Inc.

Masonry Reinforcing Corp. of America.

National Wire Products Industries.

Southern Construction Products.

MATERIALS, GENERAL

Comply with referenced unit masonry standard and other requirements specified in this Section applicable to each material indicated.

CONCRETE MASONRY UNITS

General: Comply with requirements indicated below applicable to each form of concrete masonry unit required.

Provide special shapes for smooth faced concrete masonry units, where indicated on the Drawings and as follows:

For lintels, corners, jambs, sash, control joints, headers, bonding, and other special conditions.

Bullnose units for outside corners and windows sills, unless otherwise indicated.

Size: Provide concrete masonry units complying with requirements indicated below for size that are manufactured to specified face dimensions within tolerances specified in the applicable referenced ASTM specification for concrete masonry units.

Concrete Masonry Units: Manufactured to specified dimensions of 3/8 inch less than nominal widths by nominal heights by nominal lengths indicated on drawings.

Provide Type II, non-moisture-controlled units.

Exposed Faces: Manufacturer's standard color and texture, unless otherwise indicated.

Hollow Load-Bearing Concrete Masonry Units: ASTM C 90, Grade N and as follows:

Types of Concrete Masonry Units:

Interior: Smooth faced concrete masonry unit.

Sizes: 4”, 6” or 8” wide x 8” high x 16” long. Reference Drawings for location of the different sizes.

Unit Compressive Strength: Provide units with minimum average net area compressive strength indicated below:

1900 psi.

Not less than the unit compressive strengths required to produce concrete unit masonry construction of compressive strength indicated.

Weight Classification: Lightweight.

Fire Rated: Provide Type D-2, two (2) hour fire rated concrete masonry units where indicated on the Drawings and/or required by the code.

MORTAR AND GROUT MATERIALS

Portland Cement: ASTM C 150, Type I or II, except Type III may be used for cold-weather construction.

Provide ivory buff by acme brick or equal mortar color.

Hydrated Lime: ASTM C 207, Type S.

Aggregate for Mortar: ASTM C 144, except for joints less than 1/4 inch use aggregate graded with 100 percent passing the No. 16 sieve.

Aggregate for Grout: ASTM C 404.

Water: Clean and potable.

REINFORCING STEEL

General: Provide reinforcing steel complying with requirements of referenced unit masonry standard and this article.

Steel Reinforcing Bars: Material and grade as follows:

Billet steel complying with ASTM A 615.

Grade 60.

Deformed Reinforcing Wire: ASTM A 496.

Plain Welded Wire Fabric: ASTM A 185.

JOINT REINFORCEMENT

General: Provide joint reinforcement complying with requirements of referenced unit masonry standard and this article, formed from the following:

Galvanized carbon steel wire, coating class as required by referenced unit masonry standard for application indicated.

Description: Welded-wire units prefabricated with deformed continuous side rods and plain cross rods into straight lengths of not less than 10 feet, with prefabricated corner and tee units, and complying with requirements indicated below:

Wire Diameter for Side Rods: 0.1875 inch.

Wire Diameter for Cross Rods: 0.1483 inch (9 gage).

For single-wythe masonry provide type as follows with single pair of side rods:

Truss design with continuous diagonal cross rods spaced not more than 16 inches o.c.

For multiwythe masonry provide type as follows:

Truss design with diagonal cross rods spaced not more than 16 inches o.c. and number of side rods as follows:

Number of Side Rods for Multiwythe Concrete Masonry: One side rod for each face shell of hollow masonry units more than 4 inches in nominal width plus one side rod for each wythe of masonry 4 inches or less in nominal width.

Use units with adjustable 2-piece rectangular ties where horizontal joints of facing wythe do not align with those of backup by more than and where indicated.

TIES AND ANCHORS, GENERAL

General: Provide ties and anchors specified in subsequent articles that comply with requirements for metal and size of referenced unit masonry standard and of this article.

Galvanized Carbon Steel Wire: ASTM A 82, coating class as required by referenced unit masonry standard for application indicated.

Wire Diameter: 0.1875 inch.

Galvanized Steel Sheet: As follows:

ASTM A 526 (commercial quality), Coating Designation G60, steel sheet zinc-coated by hot-dip process on continuous lines prior to fabrication, for sheet metal ties and anchors completely embedded in mortar.

ASTM A 366 (commercial quality), cold-rolled carbon steel sheet hot-dip galvanized after fabrication to comply with ASTM A 153, Class B2 (for unit lengths over 15 inches) and Class B3 (for unit lengths under 15 inches), for sheet metal ties and anchors exposed to the weather and not completely embedded in mortar and grout.

Galvanized Steel Sheet Thickness: For steel sheet hot-dip galvanized by continuous process prior to fabrication:

0.0785 inch (14 gage).

BENT WIRE TIES

Individual units prefabricated from bent wire to comply with requirements indicated below:

Tie Shape for Hollow Masonry Units Laid with Cells Vertical: Rectangular with closed ends and not less than 4 inches wide.

MISCELLANEOUS ANCHORS

Anchor Bolts: Steel bolts complying with A 307, Grade A; with ASTM A 563 hex nuts and, where indicated, flat washers; hot-dip galvanized to comply with ASTM A 153, Class C; of diameter and length indicated and in the following configurations:

Headed bolts.

Nonheaded bolts, straight.

Nonheaded bolts, bent in manner indicated.

EMBEDDED FLASHING MATERIALS

Sheet Metal Flashing: Fabricate from the following metal complying with requirements specified in Division 7 Section "Flashing and Sheet Metal".

Asphalt-Coated Copper Flashing: Manufacturer's standard product consisting of sheet copper of weight per sq. ft. indicated below coated with flexible asphalt.

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Weight: 5 oz.

Application: Use where flashing is fully concealed in masonry.

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

Asphalt-Coated copper Flashing:

"Cop-A-Cote," Afco Products Inc.

"Type ACC-Asphalt Bituminous Coated," Phoenix Building Products.

"Coated Copper Flashing," Sandell Manufacturing Co., Inc.

"Copperseal," York Manufacturing, Inc.

MISCELLANEOUS MASONRY ACCESSORIES

Preformed Control Joint Gaskets: Material as indicated below, designed to fit standard sash block and to maintain lateral stability in masonry wall; size and configuration as indicated.

Styrene-Butadiene Rubber Compound: ASTM D 2000, Designation 2AA-805.

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

Weep Holes: Provide the following:

Wicking Material: Material as indicated below, in length required to produce a 2 inch exposure on exterior and 18 inches in the cavity.

Fibrous glass rope.

INSULATION

Loose granular vermiculite insulation equal to ASTM C516, Type II (surface treated for water repellency and limited moisture absorption) or Type VI (surface treated for water repellency to limit dust generation).

MASONRY CLEANERS

Proprietary Acidic Cleaner: Manufacturer's standard-strength, general-purpose cleaner designed for removing mortar/grout stains, efflorescence, and other new construction stains from new masonry surfaces of type indicated below without discoloring or damaging masonry surfaces; expressly approved for intended use by manufacturer of masonry units being cleaned:.

For masonry not subject to metallic oxidation stains, use formulation consisting of a liquid blend of surface-acting acids and special inhibitors.

For masonry subject to metallic oxidation stains, use formulation consisting of a liquid blend of organic and inorganic acids and special inhibitors.

Products: Subject to compliance with requirements, provide the following:

"Sure Klean No. 600 Detergent," ProSoCo, Inc.

"Sure Klean No. 101 Lime Solvent," ProSoCo, Inc.

"Sure Klean Vana Trol," ProSoCo, Inc.

MORTAR AND GROUT MIXES

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

Do not use calcium chloride in mortar or grout.

Mortar for Unit Masonry: Comply with ASTM C 270, Property Specification for job-mixed mortar and ASTM C 1142 for ready-mixed mortar, of types indicated below:

Limit cementitious materials in mortar to portland cement-lime.

For reinforced masonry and where indicated, use type indicated below:

Type S.

For exterior, above-grade load-bearing and nonload-bearing walls and parapet walls; for interior load-bearing walls; for interior nonload-bearing partitions, and for other applications where another type is not indicated, use type indicated below:

Type N.

INSTALLATION, GENERAL

Comply with referenced unit masonry standard and other requirements indicated applicable to each type of installation included in Project.

Thickness: Build cavity and composite walls and other masonry construction to the full thickness shown.

Build single-wythe walls to the actual thickness of the masonry units, using units of nominal thickness indicated.

Build chases and recesses as shown or required to accommodate items specified in this and other Sections of the Specifications. Provide not less than 8 inches of masonry between chase or recess and jamb of openings and between adjacent chases and recesses.

Leave openings for equipment to be installed before completion of masonry. After installation of equipment, complete masonry to match construction immediately adjacent to the opening.

Cut masonry units with motor-driven saws to provide clean, sharp, unchipped edges. Cut units as required to provide continuous pattern and to fit adjoining construction. Use full-size units without cutting where possible.

LAYING MASONRY WALLS

Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint widths and for accurate locating of openings, movement-type joints, returns, and offsets. Avoid the use of less-than-

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half-size units at corners, jambs, and where possible at other locations.

Lay up walls to comply with specified construction tolerances, with courses accurately spaced and coordinated with other construction.

Bond Pattern for Exposed Masonry: Lay exposed masonry in a running bond pattern; do not use units with less than nominal 4-inch horizontal face dimensions at corners or jambs.

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.

Stopping and Resuming Work: In each course, rack back 1/2-unit length for one-half running bond or 1/3-unit length for one-third running bond; do not tooth. Clean exposed surfaces of set masonry, provide a flush cut masonry joint and brush out joints while mortar is still wet prior to laying fresh masonry.

Built-In Work: As construction progresses, build-in items specified under this and other Sections of the Specifications. Fill in solidly with masonry around built-in items.

Fill space between hollow metal frames and masonry solidly with mortar, unless otherwise indicated.

At exterior frames insert extruded polystyrene board insulation around perimeter of frame in thickness indicated but not less than 3/4 inch to act as a thermal break between frame and masonry.

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

Fill core in hollow concrete masonry units with grout 3 courses (24 inches) under bearing plates, beams, lintels, posts, and similar items, unless otherwise indicated.

MORTAR BEDDING AND JOINTING

Lay hollow concrete masonry units as follows:

With full mortar coverage on horizontal and vertical face shells.

Bed webs in mortar in starting course on footings and in all courses of piers, columns, and pilasters, and where adjacent to cells or cavities to be filled with grout.

For starting course on footings where cells are not grouted, spread out full mortar bed including areas under cells.

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

Provide rough flush masonry joints.

STRUCTURAL BONDING OF MULTI-WYTHE MASONRY

Use structural bonding system indicated on Drawings.

Corners: Provide interlocking masonry unit bond in each course at corners, unless otherwise shown.

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Provide continuity with horizontal joint reinforcement at corners using prefabricated "L" units, in addition to masonry bonding.

Intersecting and Abutting Walls: Unless vertical expansion or control joints are shown at juncture, provide same type of bonding specified for structural bonding between wythes and space as follows:

Provide continuity with horizontal joint reinforcement using prefabricated "T" units.

Nonbearing Interior Partitions: Partitions shall extend above the ceiling heights as indicated on the drawings.

HORIZONTAL JOINT REINFORCEMENT

General: Provide continuous horizontal joint reinforcement as indicated. Install longitudinal side rods in mortar for their entire length with a minimum cover of 5/8 inch on exterior side of walls, 1/2 inch elsewhere. Lap reinforcing a minimum of 6 inches.

Cut or interrupt joint reinforcement at control and expansion joints, unless otherwise indicated.

Provide continuity at corners and wall intersections by use of prefabricated "L" and "T" sections. Cut and bend reinforcement units as directed by manufacturer for continuity at returns, offsets, column fireproofing, pipe enclosures, and other special conditions.

MOVEMENT (CONTROL AND EXPANSION) JOINTS

General: Install control and expansion joints in unit masonry where indicated. Build in related items as the masonry progresses. Do not form a continuous span through movement joints unless provisions are made to prevent in-place restraint of wall or partition movement.

LINTELS

Provide masonry lintels where shown and wherever openings of more than 2'-0" for block size units are shown without structural steel or other supporting lintels. Provide precast or formed-in-place masonry lintels. Cure precast lintels before handling and installation. Temporarily support formed-in-place lintels.

For hollow concrete masonry unit walls, use specially formed bond beam units with reinforcement bars placed as indicated and filled with coarse grout.

Install steel lintels where indicated.

Provide steel lintels where shown and where openings of more than 12 inches (305 mm) for brick size units and 24 inches (610 mm) for block size units are shown without structural steel or other supporting lintels.

Provide minimum bearing of 8 inches at each jamb, unless otherwise indicated.

MASONRY CELL INSULATION

Pour granular insulation into the cavities of all the concrete masonry units, located at the exterior walls

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and around Toilet Rooms, and completely fill a void spaces. Maintain inspection ports to show presence of insulation at the extremities of each pour area. Close ports after complete coverage has been confirmed.

FLASHING/WEEP HOLES

General: Install weep holes in masonry at base of wall, other obstructions to the downward flow of water in the wall, and where indicated.

Prepare Masonry surfaces so that they are smooth and free from projections that could puncture flashing. Place through-wall flashing on sloping bed of mortar and cover with mortar. Seal penetrations in flashing with adhesive/sealant/tape as recommended by flashing manufacturer before covering with mortar.

At masonry-veneer walls, extend flashing from exterior face of veneer, through the veneer, up face of sheathing at least 8 inches (200 mm), and behind air-infiltration barrier/building paper.

At lintels and shelf angles, extend flashing a minimum of 4 inches (100 mm) into masonry at each end. At heads and sills, extend flashing 4 inches (100 mm) at ends and turn up not less than 2 inches (50 mm) to form a pan.

Install weep holes in the head joints in exterior wythes of the first course of masonry immediately above footing and at ±8 inches above finish grade.

Form weep holes with product specified in Part 2 of this Section.

Form weep holes by keeping head joints free and clear of mortar.

Space weep holes 32 inches o.c.

INSTALLATION OF REINFORCED UNIT MASONRY

General: Install reinforced unit masonry to comply with requirements of referenced unit masonry standard.

Temporary Formwork: Construct formwork and shores to support reinforced masonry elements during construction.

Construct formwork to conform to shape, line, and dimensions shown. Make 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.

Do not place grout until entire height of masonry to be grouted has attained sufficient strength to resist grout pressure.

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

REPAIRING, POINTING, AND CLEANING

Remove and replace masonry units that are loose, chipped, broken, stained, or otherwise damaged or if units do not match adjoining units. Install new units to match adjoining units and in fresh mortar or grout, pointed to eliminate evidence of replacement.

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Pointing: During the tooling of joints, enlarge any voids or holes, except weep holes, and completely fill with mortar. Point-up all joints including corners, openings, and adjacent construction to provide a neat, uniform appearance, prepared for application of sealants.

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

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

Test cleaning methods on sample wall panel; leave 1/2 panel uncleaned for comparison purposes. Obtain Architect's approval of sample cleaning before proceeding with cleaning of masonry.

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

Wet wall surfaces with water prior to application of cleaners; scrub brick surfaces with brush to remove excess mortar and film from face of brick, remove cleaners promptly by rinsing thoroughly with clear water. Clean brick surfaces as the work progresses. Do not wait until the end of the work to clean brick. Do not use power washers on the brick.

Protection: Provide final protection and maintain conditions, in a manner acceptable to Installer, that ensure unit masonry is without damage and deterioration at time of Substantial Completion.

END OF SECTION 04200

SECTION 05400 - COLD-FORMED METAL FRAMING

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. This Section includes the following:

1. Exterior load-bearing wall framing.

2. Exterior non-load-bearing wall framing.

3. Roof rafter framing.

B. Related Sections include the following:

1. Division 9 Section "Gypsum Board Assemblies" for interior non-load-bearing, metal-stud framing and ceiling-suspension assemblies.

1.3 SUBMITTALS

A. Product Data: For each type of cold-formed metal framing product and accessory indicated.

B. Shop Drawings: Show layout, spacings, sizes, thicknesses, and types of cold-formed metal framing; fabrication; and fastening and anchorage details, including mechanical fasteners.

Show reinforcing channels, opening framing, supplemental framing, strapping, bracing, bridging, splices, accessories, connection details, and attachment to adjoining work.

1. For cold-formed metal framing indicated to comply with design loads, include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation.

C. Welding certificates.

D. Product Test Reports: From a qualified testing agency, unless otherwise stated, indicating that each of the following complies with requirements, based on evaluation of comprehensive tests for current products:

1. Steel sheet.

2. Expansion anchors.

3. Power-actuated anchors.

4. Mechanical fasteners.

5. Vertical deflection clips.

6. Horizontal drift deflection clips

7. Miscellaneous structural clips and accessories.

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E. Research/Evaluation Reports: For cold-formed metal framing.

1.4 QUALITY ASSURANCE

A. Testing Agency Qualifications: An independent testing agency, acceptable to authorities having jurisdiction, qualified according to ASTM E 329 to conduct the testing indicated.

B. Product Tests: Mill certificates or data from a qualified independent testing agency, or in-house testing with calibrated test equipment indicating steel sheet complies with requirements, including base-metal thickness, yield strength, tensile strength, total elongation, chemical requirements, ductility, and metallic-coating thickness.

C. Welding: Qualify procedures and personnel according to AWS D1.1/D1.1M, "Structural Welding Code--Steel," and AWS D1.3, "Structural Welding Code--Sheet Steel."

D. Fire-Test-Response Characteristics: Where indicated, provide cold-formed metal framing identical to that of assemblies tested for fire resistance per ASTM E 119 by a testing and inspecting agency acceptable to authorities having jurisdiction.

E. AISI Specifications and Standards: Comply with AISI's "North American Specification for the Design of Cold-Formed Steel Structural Members" and its "Standard for Cold-Formed Steel Framing - General Provisions."

1. Comply with AISI's "Standard for Cold-Formed Steel Framing - Truss Design."

2. Comply with AISI's "Standard for Cold-Formed Steel Framing - Header Design."

F. Comply with AISI's "Standard for Cold-Formed Steel Framing - Prescriptive Method for One and Two Family Dwellings."

G. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination."

1.5 DELIVERY, STORAGE, AND HANDLING

A. Protect cold-formed metal framing from corrosion, deformation, and other damage during delivery, storage, and handling.

B. Store cold-formed metal framing, protect with a waterproof covering, and ventilate to avoid condensation.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering cold-formed metal framing that may be incorporated into the Work include, but are not limited to, the following:

B. Manufacturers: Subject to compliance with requirements, provide cold-formed metal framing by one of the following:

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1. Allied Studco.

2. AllSteel Products, Inc.

3. California Expanded Metal Products Company.

4. Clark Steel Framing.

5. Consolidated Fabricators Corp.; Building Products Division.

6. Craco Metals Manufacturing, LLC.

7. Custom Stud, Inc.

8. Dale/Incor.

9. Design Shapes in Steel.

10. Dietrich Metal Framing; a Worthington Industries Company.

11. Formetal Co. Inc. (The).

12. Innovative Steel Systems.

13. MarinoWare; a division of Ware Industries.

14. Quail Run Building Materials, Inc.

15. SCAFCO Corporation.

16. Southeastern Stud & Components, Inc.

17. Steel Construction Systems.

18. Steeler, Inc.

19. Super Stud Building Products, Inc.

20. United Metal Products, Inc.

2.2 MATERIALS

A. Steel Sheet: ASTM A 1003/A 1003M, Structural Grade, Type H, metallic coated, of grade and coating weight as follows:

1. Grade: ST33H (ST230H).

2. Coating: G60 (Z180).

2.3 LOAD-BEARING WALL FRAMING

A. Steel Studs: Manufacturer's standard C-shaped steel studs, of web depths indicated, punched, with stiffened flanges, and as follows:

1. Minimum Base-Metal Thickness: As indicated.

2. Flange Width: As indicated.

3. Section Properties: Equal to member indicated.

B. Steel Track: Manufacturer's standard U-shaped steel track, of web depths indicated, unpunched, with straight flanges.

C. Steel Box or Back-to-Back Headers: Manufacturer's standard C-shapes used to form header beams, of web depths indicated, punched, with stiffened flanges.

2.4 ROOF-RAFTER FRAMING

A. Steel Rafters: Manufacturer's standard C-shaped steel sections, of web depths indicated, unpunched, with stiffened flanges, and as follows:

1. Minimum Base-Metal Thickness: As indicated.

2. Flange Width: As indicated.

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3. Section Properties: Equal to member shown.

2.5 FRAMING ACCESSORIES

A. Fabricate steel-framing accessories from steel sheet, ASTM A 1003/A 1003M, Structural Grade, Type H, metallic coated, of same grade and coating weight used for framing members.

B. Provide accessories of manufacturer's standard thickness and configuration, unless otherwise indicated, as follows:

1. Supplementary framing.

2. Bracing, bridging, and solid blocking.

3. Web stiffeners.

4. Anchor clips.

5. End clips.

6. Foundation clips.

7. Gusset plates.

8. Stud kickers, knee braces, and girts.

9. Joist hangers and end closures.

10. Hole reinforcing plates.

11. Backer plates.

2.6 ANCHORS, CLIPS, AND FASTENERS

A. Steel Shapes and Clips: ASTM A 36/A 36M, zinc coated by hot-dip process according to

ASTM A 123/A 123M.

B. Anchor Bolts: ASTM F 1554, Grade 36, threaded carbon-steel hex-headed bolts and carbon-steel nuts; and flat, hardened-steel washers.

C. Expansion Anchors: Fabricated from corrosion-resistant materials, with capability to sustain, without failure, a load equal to 5 times design load, as determined by testing per ASTM E 488 conducted by a qualified independent testing agency.

D. Power-Actuated Anchors: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant materials, with capability to sustain, without failure, a load equal to 10 times design load, as determined by testing per ASTM E 1190 conducted by a qualified independent testing agency.

E. Mechanical Fasteners: ASTM C 1513, corrosion-resistant-coated, self-drilling, self-tapping steel drill screws.

1. Head Type: Low-profile head beneath sheathing, manufacturer's standard elsewhere.

F. Welding Electrodes: Comply with AWS standards.

2.7 MISCELLANEOUS MATERIALS

A. Galvanizing Repair Paint: SSPC-Paint 20 or DOD-P-21035.

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B. Cement Grout: Portland cement, ASTM C 150, Type I; and clean, natural sand, ASTM C 404.

Mix at ratio of 1 part cement to 2-1/2 parts sand, by volume, with minimum water required for placement and hydration.

C. Nonmetallic, Nonshrink Grout: Premixed, nonmetallic, noncorrosive, nonstaining grout…