HomeMy WebLinkAboutCarmel-A400.pdfFulton Community Center Gypsum Board Project No. 11009.0
MAWR Design, Inc. Section 09260 October 31, 2011
GYPSUM BOARD MAWR Design, Inc.
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PART 1 - GENERAL
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. Interior gypsum wallboard.
2. Tile backing panels.
B. Related Sections include the following:
1. Division 6 Section "Rough Carpentry" for wood framing to which gypsum sheathing will
be installed.
2. Division 7 Section "Building Insulation" for insulation and vapor retarders installed in
gypsum board assemblies.
3. Division 9 Section “Painting” for the finishing of final gypsum board installations.
4. Division 9 Section "Ceramic Tile" for cementitious backer units installed as substrates for
ceramic tile.
1.3 DEFINITIONS
A. Gypsum Board Terminology: Refer to ASTM C 11 for definitions of terms for gypsum board
assemblies not defined in this Section or in other referenced standards.
1.4 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Shop Drawings: Show locations, fabrication, and installation of control and expansion joints
including plans, elevations, sections, details of components, and attachments to other units of
Work.
C. Samples: For the following products:
1. Trim Accessories: Full-size sample in 12-inch- (300-mm-) long length for each trim
accessory indicated.
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1.5 QUALITY ASSURANCE
A. Fire-Test-Response Characteristics: For gypsum board assemblies with fire-resistance ratings,
provide materials and construction identical to those tested in assembly indicated according to
ASTM E 119 by an independent testing and inspecting agency acceptable to authorities having
jurisdiction.
B. Sound Transmission Characteristics: For gypsum board assemblies with STC ratings, provide
materials and construction identical to those tested in assembly indicated according to
ASTM E 90 and classified according to ASTM E 413 by a qualified independent testing agency.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials in original packages, containers, or bundles bearing brand name and
identification of manufacturer or supplier.
B. Store materials inside under cover and keep them dry and protected against damage from
weather, direct sunlight, surface contamination, corrosion, construction traffic, and other causes.
Stack gypsum panels flat to prevent sagging.
1.7 PROJECT CONDITIONS
A. Environmental Limitations: Comply with ASTM C 840 requirements or gypsum board
manufacturer's written recommendations, whichever are more stringent.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following:
B. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
1. Gypsum Board and Related Products:
a. American Gypsum Co.
b. G-P Gypsum Corp.
c. National Gypsum Company.
d. United States Gypsum Co.
Fulton Community Center Gypsum Board Project No. 11009.0
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GYPSUM BOARD MAWR Design, Inc.
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2.2 INTERIOR GYPSUM WALLBOARD
A. Panel Size: Provide in maximum lengths and widths available that will minimize joints in each
area and correspond with support system indicated.
B. Gypsum Wallboard: ASTM C 36.
1. Type X:
a. Thickness: 1/2 inch (12.7 mm).
b. Long Edges: Tapered.
2.3 TILE BACKING PANELS
A. Panel Size: Provide in maximum lengths and widths available that will minimize joints in each
area and correspond with support system indicated.
B. Water-Resistant Gypsum Backing Board: ASTM C 630/C 630M.
1. Core: 1/2 inch (12.7 mm), regular type.
C. Locations:
1. Toilet Rooms.
2. Showers.
3. Two walls adjacent to the mop sink.
4. The wall behind the sinks in the kitchen.
2.4 TRIM ACCESSORIES
A. Interior Trim: ASTM C 1047.
1. Material: Galvanized or aluminum-coated steel sheet, rolled zinc, or paper-faced
galvanized steel sheet.
2. Shapes:
a. Cornerbead: Use at outside corners.
b. Expansion (Control) Joint: Use where required.
2.5 JOINT TREATMENT MATERIALS
A. General: Comply with ASTM C 475.
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GYPSUM BOARD MAWR Design, Inc.
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B. Joint Tape:
1. Interior Gypsum Wallboard: Paper.
2. Tile Backing Panels: As recommended by panel manufacturer.
C. Joint Compound for Interior Gypsum Wallboard: For each coat use formulation that is
compatible with other compounds applied on previous or for successive coats.
1. Pre-filling: At open joints, or beveled panel edges, and damaged surface areas, use
setting-type taping compound.
2. Embedding and First Coat: For embedding tape and first coat on joints, fasteners, and
trim flanges, use setting-type taping compound.
a. Use setting-type compound for installing paper-faced metal trim accessories.
3. Fill Coat: For second coat, use setting-type, sandable topping compound or drying-type,
all-purpose compound.
4. Finish Coat: For third coat, use setting-type, sandable topping compound or drying-type,
all-purpose compound.
5. Skim Coat: For final coat of Level 4 finish, use setting-type, sandable topping
compound.
D. Joint Compound for Tile Backing Panels:
1. Water-Resistant Gypsum Backing Board: Use setting-type taping and setting-type,
sandable topping compounds. Final coat to be a Level 3 finish.
2.6 AUXILIARY MATERIALS
A. General: Provide auxiliary materials that comply with referenced installation standards and
manufacturer's written recommendations.
B. Thermal Insulation: As specified in Division 7 Section "Building Insulation."
C. Polyethylene Vapor Retarder: As specified in Division 7 Section "Building Insulation."
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine areas and substrates, with Installer present, and including welded hollow-metal frames,
cast-in anchors, and structural framing, for compliance with requirements and other conditions
affecting performance. Proceed with installation only after unsatisfactory conditions have been
corrected.
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3.2 APPLYING AND FINISHING PANELS, GENERAL
A. Gypsum Board Application and Finishing Standards: ASTM C 840 and GA-216.
B. Install ceiling board panels across framing to minimize the number of abutting end joints and to
avoid abutting end joints in the central area of each ceiling. Stagger abutting end joints of
adjacent panels not less than one framing member.
C. Install gypsum panels with face side out. Butt panels together for a light contact at edges and
ends with not more than 1/16 inch (1.5 mm) of open space between panels. Do not force into
place.
D. Locate edge and end joints over supports, except in ceiling applications where intermediate
supports or gypsum board back-blocking is provided behind end joints. Do not place tapered
edges against cut edges or ends. Stagger vertical joints on opposite sides of partitions. Do not
make joints other than control joints at corners of framed openings.
E. Attach gypsum panels to framing provided at openings and cutouts.
F. Do not attach gypsum panels across the flat grain of wide-dimension lumber, including floor
joists and headers. Float gypsum panels over these members using resilient channels, or
provide control joints to counteract wood shrinkage.
G. Form control and expansion joints with space between edges of adjoining gypsum panels.
H. Isolate perimeter of non-load-bearing gypsum board partitions at structural abutments, except
floors. Provide 1/4- to 1/2-inch- (6.4- to 12.7-mm-) wide spaces at these locations, and trim
edges with U-bead edge trim where edges of gypsum panels are exposed. Seal joints between
edges and abutting structural surfaces with acoustical sealant.
I. Floating Construction: Where feasible, including where recommended in writing by
manufacturer, install gypsum panels over wood framing, with floating internal corner
construction.
J. Space fasteners in gypsum panels according to referenced gypsum board application and
finishing standard and manufacturer's written recommendations.
1. Space screws a maximum of 12 inches (304.8 mm) o.c. for vertical applications.
K. Space fasteners in panels that are tile substrates a maximum of 8 inches (203.2 mm) o.c.
3.3 PANEL APPLICATION METHODS
A. Single-Layer Application:
1. On ceilings, apply gypsum panels before wall/partition board application to the greatest
extent possible and at right angles to framing, unless otherwise indicated.
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2. On partitions/walls, apply gypsum panels horizontally (perpendicular to framing), unless
otherwise indicated, and minimize end joints.
a. Stagger abutting end joints not less than one framing member in alternate courses
of board.
B. Tile Backing Panels:
1. Water-Resistant Gypsum Backing Board: Install at showers, tubs, and where indicated.
Install with 1/4-inch (6.4-mm) gap where panels abut other construction or penetrations.
2. Where tile backing panels abut other types of panels in the same plane, shim surfaces to
produce a uniform plane across panel surfaces.
3.4 INSTALLING TRIM ACCESSORIES
A. General: For trim with back flanges intended for fasteners, attach to framing with same
fasteners used for panels. Otherwise, attach trim according to manufacturer's written
instructions.
B. Control Joints: Install control joints according to ASTM C 840 and in specific locations
approved by Architect for visual effect.
3.5 FINISHING GYPSUM BOARD ASSEMBLIES
A. General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations,
fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for
decoration. Promptly remove residual joint compound from adjacent surfaces.
B. Pre-fill open joints, beveled edges, and damaged surface areas.
C. Apply joint tape over gypsum board joints, except those with trim having flanges not intended
for tape. Tile backer units to receive a Level 3 finish, all other gypsum surfaces to receive a
Level 4 finish.
3.6 FIELD QUALITY CONTROL
A. Above-Ceiling Observation: Before Contractor installs gypsum board ceilings, Contractor will
conduct an above-ceiling observation and correct deficiencies in the Work observed. Do not
proceed with installation of gypsum board to ceiling support framing until deficiencies have
been corrected.
END OF SECTION
GYPSUM BOARD GENERAL SPECIFICATIONS
Fulton Community Center Ceramic Tile Project No. 11009.0
MAWR Design, Inc. Section 09310 October 31, 2011
CERAMIC TILE MAWR Design, Inc.
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PART 1 - GENERAL
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. Glazed wall tile.
2. Unglazed ceramic mosaic tile.
B. Related Sections include the following:
1. Division 9 Section "Gypsum Board Assemblies" for cementitious backer units installed
in gypsum wallboard assemblies.
1.3 DEFINITIONS
A. Module Size: Actual tile size (minor facial dimension as measured per ASTM C 499) plus joint
width indicated.
B. Facial Dimension: Actual tile size (minor facial dimension as measured per ASTM C 499).
1.4 PERFORMANCE REQUIREMENTS
A. Static Coefficient of Friction: For tile installed on walkway surfaces, provide products with the
following values as determined by testing identical products per ASTM C 1028:
1. Level Surfaces: Minimum 0.6.
B. Load-Bearing Performance: For ceramic tile installed on walkway surfaces, provide
installations rated for the following load-bearing performance level based on testing assemblies
according to ASTM C 627 that are representative of those indicated for this Project:
1. Light: Passes cycles 1 through 6.
1.5 SUBMITTALS
A. Product Data: For each type of tile, mortar, grout, and other products specified.
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B. Tile Samples for Initial Selection: Manufacturer's color charts consisting of actual tiles or
sections of tiles showing the full range of colors, textures, and patterns available for each type
and composition of tile indicated. Include Samples of accessories involving color selection.
C. Grout Samples for Initial Selection: Manufacturer's color charts consisting of actual sections of
grout showing the full range of colors available for each type of grout indicated.
D. Samples for Verification: Of each item listed below, prepared on Samples of size and
construction indicated. Where products involve normal color and texture variations, include
Sample sets showing the full range of variations expected.
E. Product Certificates: Signed by manufacturers certifying that the products furnished comply
with requirements.
F. Qualification Data: For firms and persons specified in the "Quality Assurance" Article to
demonstrate their capabilities and experience.
G. Setting Material Test Reports: Indicate and interpret test results for compliance of tile-setting
and -grouting products with specified requirements.
1.6 QUALITY ASSURANCE
A. Installer Qualifications: Engage an experienced installer who has completed tile installations
similar in material, design, and extent to that indicated for this Project and with a record of
successful in-service performance.
B. Source Limitations for Tile: Obtain each color, grade, finish, type, composition, and variety of
tile from one source with resources to provide products from the same production run for each
contiguous area of consistent quality in appearance and physical properties without delaying the
Work.
C. Source Limitations for Setting and Grouting Materials: Obtain ingredients of a uniform quality
for each mortar, adhesive, and grout component from a single manufacturer and each aggregate
from one source or producer.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Deliver and store packaged materials in original containers with seals unbroken and labels intact
until time of use. Comply with requirement of ANSI A137.1 for labeling sealed tile packages.
B. Prevent damage or contamination to materials by water, freezing, foreign matter, and other
causes.
C. Handle tile with temporary protective coating on exposed surfaces to prevent coated surfaces
from contacting backs or edges of other units. If coating does contact bonding surfaces of tile,
remove coating from bonding surfaces before setting tile.
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1.8 PROJECT CONDITIONS
A. Environmental Limitations: Do not install tile until construction in spaces is completed and
ambient temperature and humidity conditions are being maintained to comply with referenced
standards and manufacturer's written instructions.
1.9 EXTRA MATERIALS
A. Deliver extra materials to Owner. Furnish extra materials described below that match products
installed, are packaged with protective covering for storage, and are identified with labels
describing contents.
1. Tile and Trim Units: Furnish quantity of full-size units equal to 3 percent of amount
installed, for each type, composition, color, pattern, and size indicated.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Available Products: Subject to compliance with requirements, products that may be
incorporated into the Work include, but are not limited to, those indicated in the ceramic tile
installation schedules at the end of this Section.
B. Products: Subject to compliance with requirements, provide products indicated in the ceramic
tile installation schedules at the end of this Section.
C. Available Manufacturers: Subject to compliance with requirements, manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following:
D. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
1. Tile Products:
a. American Olean Tile Company.
b. Crossville Ceramics.
c. Dal-Tile Corporation.
d. Florida Tile Industries, Inc.
e. Interceramics, USA.
f. Laufen International, Inc.
g. Mannington Ceramic Tile.
h. Monarch Tile, Inc.
i. Quarry Tile Company.
j. Summitville Tiles, Inc.
k. United States Ceramic Tile Company.
2. Tile-Setting and -Grouting Materials:
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a. American Olean Tile Company.
b. Dal-Tile Corporation.
c. DAP, Inc.
d. Laticrete International, Inc.
e. Mapei Corporation.
f. Southern Grouts & Mortars, Inc.
g. Summitville Tiles, Inc.
h. TEC Incorporated.
2.2 PRODUCTS, GENERAL
A. ANSI Ceramic Tile Standard: Provide tile that complies with ANSI A137.1, "Specifications for
Ceramic Tile," for types, compositions, and other characteristics indicated.
1. Provide tile complying with Standard Grade requirements, unless otherwise indicated.
2. For facial dimensions of tile, comply with requirements relating to tile sizes specified in
Part 1 "Definitions" Article.
B. ANSI Standards for Tile Installation Materials: Provide materials complying with ANSI
standards referenced in "Setting Materials" and "Grouting Materials" articles.
C. Colors, Textures, and Patterns: Where manufacturer's standard products are indicated for tile,
grout, and other products requiring selection of colors, surface textures, patterns, and other
appearance characteristics, provide specific products or materials complying with the following
requirements:
1. Provide Architect's selections from manufacturer's full range of colors, textures, and
patterns for products of type indicated.
2. Provide tile trim and accessories that match color and finish of adjoining flat tile.
D. Factory Blending: For tile exhibiting color variations within the ranges selected during Sample
submittals, blend tile in the factory and package so tile units taken from one package show the
same range in colors as those taken from other packages and match approved Samples.
E. Mounting: Where factory-mounted tile is required, provide back- or edge-mounted tile
assemblies as standard with manufacturer, unless another mounting method is indicated.
1. Where tile is indicated for installation in swimming pools, on exteriors, or in wet areas,
do not use back- or edge-mounted tile assemblies unless tile manufacturer specifies in
writing that this type of mounting is suitable for these kinds of installations and has a
record of successful in-service performance.
2.3 TILE PRODUCTS
A. Unglazed Ceramic Mosaic Tile (for horizontal floor installation): Provide factory-mounted flat
tile complying with the following requirements:
1. Composition: Porcelain with abrasive admixture.
2. Module Size: 1 by 1 inch (25.4 by 25.4 mm).
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CERAMIC TILE MAWR Design, Inc.
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3. Nominal Thickness: 1/4 inch (6.35 mm).
4. Face: Plain with cushion edges.
B. Glazed Wall Tile (for vertical wall installation): Provide flat tile complying with the following
requirements:
1. Module Size: 4-1/4 by 4-1/4 inches (108 by 108 mm).
2. Thickness: 5/16 inch (8 mm).
3. Face: Plain with modified square edges or cushion edges.
C. Trim Units: Provide tile trim units to match characteristics of adjoining flat tile and to comply
with the following requirements:
1. Size: As required, coordinated with sizes and coursing of adjoining flat tile where
applicable.
2. Shapes: As follows, selected from manufacturer's standard shapes:
a. Base for Thin-Set Mortar Installations: Straight.
b. Wainscot Cap for Thin-Set Mortar Installations: Surface bullnose.
c. External Corners for Thin-Set Mortar Installations: Surface bullnose.
d. Internal Corners: Field-butted square corners, except with coved base and cap
angle pieces designed to member with stretcher shapes.
2.4 STONE THRESHOLDS
A. General: Provide stone thresholds that are uniform in color and finish, fabricated to sizes and
profiles indicated to provide transition between tile surfaces and adjoining finished floor
surfaces.
1. Fabricate thresholds to heights indicated, but not more than 1/2 inch (12.7 mm) above
adjoining finished floor surfaces, with transition edges beveled on a slope of no greater
than 1:2.
B. Marble Thresholds: Provide marble thresholds complying with ASTM C 503 requirements for
exterior use and with a minimum abrasive-hardness value of 10 per ASTM C 241.
1. Provide white, honed marble complying with the Marble Institute of America's Group A
requirements for soundness.
2.5 SETTING MATERIALS
A. Medium-Bed, Latex-Portland Cement Mortar: Provide materials composed as follows, with
physical properties equaling or exceeding those required for thin-set mortars based on testing of
medium-bed specimens according to ANSI A118.4:
B. Chemical-Resistant, Water-Cleanable, Ceramic Tile-Setting and -Grouting Epoxy:
ANSI A118.3.
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CERAMIC TILE MAWR Design, Inc.
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1. Provide product capable of resisting continuous and intermittent exposure to temperatures
of up to 140 deg F (60 deg C) and 212 deg F (100 deg C), respectively, as certified by
mortar manufacturer for intended use.
C. Water-Cleanable, Tile-Setting Epoxy Adhesive: ANSI A118.3.
2.6 GROUTING MATERIALS
A. Sand-Portland Cement Grout: ANSI A108.10, composed of white or gray cement and white or
colored aggregate as required to produce color selected.
2.7 ELASTOMERIC SEALANTS
A. General: Provide manufacturer's standard chemically curing, elastomeric sealants of base
polymer and characteristics indicated that comply with applicable requirements of Division 7
Section "Joint Sealants."
B. Colors: Provide colors of exposed sealants to match colors of grout in tile adjoining sealed
joints, unless otherwise indicated.
C. One-Part, Mildew-Resistant Silicone Sealant: ASTM C 920; Type S; Grade NS; Class 25;
Uses NT, G, A, and, as applicable to nonporous joint substrates indicated, O; formulated with
fungicide, intended for sealing interior ceramic tile joints and other nonporous substrates that
are subject to in-service exposures of high humidity and temperature extremes.
D. Available Products: Subject to compliance with requirements, products which may be
incorporated into the Work include, but are not limited to, the following:
E. Products: Subject to compliance with requirements, provide one of the following:
1. One-Part, Mildew-Resistant Silicone Sealants:
a. Dow Corning 786; Dow Corning Corporation.
b. Sanitary 1700; GE Silicones.
c. Pecora 898 Sanitary Silicone Sealant; Pecora Corp.
d. Rhodorsil 6B White; Rhone-Poulenc, Inc.
e. Tremsil 600 White; Tremco, Inc.
2.8 MISCELLANEOUS MATERIALS
A. Trowelable Underlayments and Patching Compounds: Latex-modified, portland-cement-based
formulation provided or approved by manufacturer of tile-setting materials for installations
indicated.
B. Tile Cleaner: A neutral cleaner capable of removing soil and residue without harming tile and
grout surfaces, specifically approved for materials and installations indicated by tile and grout
manufacturers.
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2.9 MIXING MORTARS AND GROUT
A. Mix mortars and grouts to comply with referenced standards and mortar and grout
manufacturers' written instructions.
B. Add materials, water, and additives in accurate proportions.
C. Obtain and use type of mixing equipment, mixer speeds, mixing containers, mixing time, and
other procedures to produce mortars and grouts of uniform quality with optimum performance
characteristics for installations indicated.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions where tile will be installed, with Installer present, for
compliance with requirements for installation tolerances and other conditions affecting
performance of installed tile.
1. Verify that substrates for setting tile are firm; dry; clean; free from oil, waxy films, and
curing compounds; and within flatness tolerances required by referenced ANSI A108
series of tile installation standards for installations indicated.
2. Verify that joints and cracks in tile substrates are coordinated with tile joint locations; if
not coordinated, adjust latter in consultation with Architect.
B. Do not proceed with installation until unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Remove coatings, including curing compounds, and other substances that contain soap, wax,
oil, or silicone and are incompatible with tile-setting materials by using a terrazzo or concrete
grinder, a drum sander, or a polishing machine equipped with a heavy-duty wire brush.
B. Provide concrete substrates for tile floors installed with dry-set or latex-portland cement mortars
that comply with flatness tolerances specified in referenced ANSI A108 series of tile
installation standards for installations indicated.
1. Use trowelable leveling and patching compounds per tile-setting material manufacturer's
written instructions to fill cracks, holes, and depressions.
2. Remove protrusions, bumps, and ridges by sanding or grinding.
C. Blending: For tile exhibiting color variations within the ranges selected during Sample
submittals, verify that tile has been blended in the factory and packaged so tile units taken from
one package show the same range in colors as those taken from other packages and match
approved Samples. If not factory blended, either return to manufacturer or blend tiles at Project
site before installing.
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3.3 INSTALLATION, GENERAL
A. ANSI Tile Installation Standards: Comply with parts of ANSI A108 series of tile installation
standards in "Specifications for Installation of Ceramic Tile" that apply to types of setting and
grouting materials and to methods indicated in ceramic tile installation schedules.
B. TCA Installation Guidelines: TCA's "Handbook for Ceramic Tile Installation." Comply with
TCA installation methods indicated in ceramic tile installation schedules.
C. Terminate work neatly at obstructions, edges, and corners without disrupting pattern or joint
alignments.
D. Accurately form intersections and returns. Perform cutting and drilling of tile without marring
visible surfaces. Carefully grind cut edges of tile abutting trim, finish, or built-in items for
straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures, and other
penetrations so plates, collars, or covers overlap tile.
E. Jointing Pattern: Lay tile in grid pattern, unless otherwise indicated. Align joints when
adjoining tiles on floor, base, walls, and trim are the same size. Lay out tile work and center tile
fields in both directions in each space or on each wall area. Adjust to minimize tile cutting.
Provide uniform joint widths, unless otherwise indicated.
1. For tile mounted in sheets, make joints between tile sheets the same width as joints within
tile sheets so joints between sheets are not apparent in finished work.
F. Grout tile to comply with the requirements of the following tile installation standards:
1. For ceramic tile grouts (sand-portland cement, dry-set, commercial portland cement, and
latex-portland cement grouts), comply with ANSI A108.10.
3.4 FLOOR TILE INSTALLATION
A. General: Install tile to comply with requirements in the Ceramic Tile Floor Installation
Schedule, including those referencing TCA installation methods and ANSI A108 series of tile
installation standards.
B. Joint Widths: Install tile on floors with the following joint widths:
1. Ceramic Mosaic Tile: 1/16 inch (1.6 mm).
C. Back Buttering: For installations indicated, obtain 100 percent mortar coverage by complying
with applicable special requirements for back buttering of tile in referenced ANSI A108 series
of tile installation standards:
1. Tile floors in wet areas, including showers.
D. Stone Thresholds: Install stone thresholds at locations indicated; set in same type of setting bed
as abutting field tile, unless otherwise indicated.
1. Set thresholds in latex-portland cement mortar for locations where mortar bed would
otherwise be exposed above adjacent non-tile floor finish.
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3.5 WALL TILE INSTALLATION
A. Install types of tile designated for wall installations to comply with requirements in the Ceramic
Tile Wall Installation Schedule, including those referencing TCA installation methods and
ANSI setting-bed standards.
B. Joint Widths: Install tile on walls with the following joint widths:
1. Wall Tile: 1/16 inch (1.6 mm).
C. Back Buttering: For installations indicated, obtain 100 percent mortar coverage by complying
with applicable special requirements for back buttering of tile in referenced ANSI A108 series
of tile installation standards:
1. Tile wall installations in wet areas, including showers, tub enclosures, laundries, and
swimming pools.
3.6 CLEANING AND PROTECTING
A. Cleaning: On completion of placement and grouting, clean all ceramic tile surfaces so they are
free of foreign matter.
1. Remove latex-portland cement grout residue from tile as soon as possible.
2. Unglazed tile may be cleaned with acid solutions only when permitted by tile and grout
manufacturer's written instructions, but no sooner than 10 days after installation. Protect
metal surfaces, cast iron, and vitreous plumbing fixtures from effects of acid cleaning.
Flush surface with clean water before and after cleaning.
B. Finished Tile Work: Leave finished installation clean and free of cracked, chipped, broken,
unbonded, and otherwise defective tile work.
C. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and
Installer, that ensure tile is without damage or deterioration at the time of Substantial
Completion.
1. Prohibit foot and wheel traffic from tiled floors for at least 7 days after grouting is
completed.
D. Before final inspection, remove protective coverings and rinse neutral cleaner from tile surfaces.
END OF SECTION
CERAMIC TILE GENERAL SPECIFICATIONS
Fulton Community Center Carpet Project No. 11009.0
MAWR Design, Inc. Section 09680 October 31, 2011
CARPET MAWR Design, Inc.
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PART 1 - GENERAL
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. Tufted carpet.
2. Carpet cushion.
B. Related Sections include the following:
1. Division 9 Section "Resilient Wall Base and Accessories" for resilient wall base and
accessories installed with carpet.
1.3 SUBMITTALS
A. Product Data: For each type of product indicated. Include manufacturer's written data on
physical characteristics, durability, and fade resistance. Include installation recommendations
for each type of substrate required.
B. Samples: For each of the following products and for each color and texture required. Label
each Sample with manufacturer's name, material description, color, pattern, and designation
indicated on Drawings and in schedules.
1. Carpet: 12-inch- (300-mm-) square Sample.
2. Exposed Edge Stripping and Accessory: 12-inch- (300-mm-) long Samples.
3. Carpet Cushion: 6-inch- (150-mm-) square Sample.
C. Maintenance Data: For carpet to include in maintenance manuals specified in Division 1.
Include the following:
1. Methods for maintaining carpet, including cleaning and stain-removal products and
procedures and manufacturer's recommended maintenance schedule.
2. Precautions for cleaning materials and methods that could be detrimental to carpet.
1.4 QUALITY ASSURANCE
A. Installer Qualifications: An experienced installer who is certified by the Floor Covering
Installation Board or who can demonstrate compliance with its certification program
requirements.
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CARPET MAWR Design, Inc.
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B. Fire-Test-Response Characteristics: Provide products with the critical radiant flux classification
indicated in Part 2, as determined by testing identical products per ASTM E 648 by an
independent testing and inspecting agency acceptable to authorities having jurisdiction.
C. Product Options: Products and manufacturers named in Part 2 establish requirements for
product quality in terms of appearance, construction, and performance. Other manufacturers'
products comparable in quality to named products and complying with requirements may be
considered. Refer to Division 1 Section "Substitutions."
1.5 DELIVERY, STORAGE, AND HANDLING
A. General: Comply with CRI 104, Section 5, "Storage and Handling."
1.6 PROJECT CONDITIONS
A. General: Comply with CRI 104, Section 6.1, "Site Conditions; Temperature and Humidity."
B. Environmental Limitations: Do not install carpet until wet work in spaces is complete and dry,
and ambient temperature and humidity conditions are maintained at the levels indicated for
Project when occupied for its intended use.
C. Do not install carpet over concrete slabs until slabs have cured and are sufficiently dry to bond
with adhesive and concrete slabs have pH range recommended by carpet manufacturer.
1.7 WARRANTY
A. General Warranty: Special warranty specified in this Article shall not deprive Owner of other
rights Owner may have under other provisions of the Contract Documents and shall be in
addition to, and run concurrent with, other warranties made by Contractor under requirements
of the Contract Documents.
B. Special Carpet Warranty: Written warranty, signed by carpet manufacturer agreeing to replace
carpet that does not comply with requirements or that fails within specified warranty period.
Warranty does not include deterioration or failure of carpet due to unusual traffic, failure of
substrate, vandalism, or abuse. Failures include, but are not limited to, more than 10 percent
loss of face fiber, edge raveling, snags, runs, and delamination.
1. Warranty Period: 10 years from date of Substantial Completion.
C. Special Carpet Cushion Warranty: Written warranty, signed by carpet cushion manufacturer
agreeing to replace carpet cushion that does not comply with requirements or that fails within
specified warranty period. Warranty does not include deterioration or failure of carpet cushion
due to unusual traffic, failure of substrate, vandalism, or abuse. Failure includes, but is not
limited to, permanent indentation or compression.
1. Warranty Period: 10 years from date of Substantial Completion.
Fulton Community Center Carpet Project No. 11009.0
MAWR Design, Inc. Section 09680 October 31, 2011
CARPET MAWR Design, Inc.
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1.8 EXTRA MATERIALS
A. Furnish extra materials described below, before installation begins, that match products
installed and that are packaged with protective covering for storage and identified with labels
describing contents.
1. Carpet: Full-width rolls equal to 5 percent of amount installed for each type indicated.
PART 2 - PRODUCTS
2.1 CARPET
A. Available Product: Subject to compliance with requirements, products that may be incorporated
into the Work include, but are not limited to, the following:
B. Product: Subject to compliance with requirements, provide the following:
a. Color and Pattern: As selected by Architect from manufacturer's full range.
C. Face Construction: Cut-and-loop pile.
D. Fiber Material: Nylon.
E. Total Weight: minimum 40 oz./sq. yd. for finished carpet.
F. Width: Installation must span room with no seams.
G. Performance Characteristics: As follows:
1. Critical Radiant Flux Classification: Not less than 0.45 W/sq. cm.
2. Dry Breaking Strength: Not less than 100 lbf (445 N) per ASTM D 2646.
3. Resistance to Insects: Comply with AATCC-24.
4. Colorfastness to Crocking: Not less than 4, wet and dry, per AATCC-165.
5. Colorfastness to Light: Not less than 4 after 40 AFU (AATCC fading units) per
AATCC-16.
6. Antimicrobial Activity: Not less than 2-mm halo of inhibition for gram-positive bacteria;
not less than 1-mm halo of inhibition for gram-negative bacteria; no fungal growth; per
AATCC-174.
2.2 CARPET CUSHION
A. Available Product: Subject to compliance with requirements, products that may be incorporated
into the Work include, but are not limited to, the following:
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CARPET MAWR Design, Inc.
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B. Traffic Classification: CCC Class II, heavy traffic.
C. Fiber Cushion: Rubberized hair, mothproofed and sterilized; or, Rubberized jute, mothproofed
and sterilized; or, Synthetic; or, Resinated recycled textile.
D. Rubber Cushion: Rippled waffle; or, Textured flat; or, Reinforced; or,
E. Polyurethane-Foam Cushion: Grafted prime; or, Densified; or , Bonded; or, Mechanically
frothed.
F. Performance Characteristics: As follows:
1. Critical Radiant Flux Classification: Not less than 0.45 W/sq. cm.
2.3 INSTALLATION ACCESSORIES
A. Trowelable Leveling and Patching Compounds: Latex-modified, hydraulic-cement-based
formulation provided by or recommended by the following:
1. Carpet cushion manufacturer.
B. Adhesives: Water-resistant, mildew-resistant, non-staining type to suit products and sub floor
conditions indicated, that complies with flammability requirements for installed carpet and that
is recommended by the following:
1. Carpet cushion manufacturer.
C. Tackless Carpet Stripping: Water-resistant plywood in strips as required to match cushion
thickness and that comply with CRI 104, Section 11.3.
D. Metal Edge Strips: Extruded aluminum with mill finish of width shown, of height required to
protect exposed edge of carpet, and of maximum lengths to minimize running joints.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions for compliance with requirements for maximum
moisture content, alkalinity range, installation tolerances, and other conditions affecting carpet
performance. Verify that substrates and conditions are satisfactory for carpet installation and
comply with requirements specified.
B. Concrete Sub Floors: Verify that concrete slabs comply with ASTM F 710 and the following:
a. Slab substrates are dry and free of curing compounds, sealers, hardeners, and other
materials that may interfere with adhesive bond.
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C. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. General: Comply with CRI 104, Section 6.2, "Site Conditions; Floor Preparation," and carpet
manufacturer's written installation instructions for preparing substrates indicated to receive
carpet installation.
B. Use trowelable leveling and patching compounds, according to manufacturer's written
instructions, to fill cracks, holes, and depressions in substrates.
C. Remove coatings, including curing compounds, and other substances that are incompatible with
adhesives and that contain soap, wax, oil, or silicone, without using solvents.
D. Broom and vacuum clean substrates to be covered immediately before installing carpet. After
cleaning, examine substrates for moisture, alkaline salts, carbonation, or dust. Proceed with
installation only after unsatisfactory conditions have been corrected.
3.3 INSTALLATION
A. Direct-Glue-Down Installation: Comply with CRI 104, Section 8, "Direct Glue-Down
Installation."
B. Double-Glue-Down Installation: Comply with CRI 104, Section 9, "Double Glue-Down
Installation."
C. Carpet with Attached-Cushion Installation: Comply with CRI 104, Section 10, "Attached
Cushion."
D. Stretch-in Installation: Comply with CRI 104, Section 11, "Stretch-in Installation."
E. Comply with carpet manufacturer's written recommendations for seam locations and direction
of carpet; maintain uniformity of carpet direction and lay of pile. At doorways, center seams
under the door in closed position.
F. Do not bridge building expansion joints with carpet.
G. Cut and fit carpet to butt tightly to vertical surfaces, permanent fixtures, and built-in furniture
including cabinets, pipes, outlets, edgings, thresholds, and nosings. Bind or seal cut edges as
recommended by carpet manufacturer.
H. Maintain reference markers, holes, and openings that are in place or marked for future cutting
by repeating on finish flooring as marked on subfloor. Use nonpermanent, nonstaining marking
device.
I. Install pattern parallel to walls and borders.
CARPET GENERAL SPECIFICATIONS
Fulton Community Center Carpet Project No. 11009.0
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CARPET MAWR Design, Inc.
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3.4 CLEANING AND PROTECTION
A. Perform the following operations immediately after installing carpet:
1. Remove excess adhesive, seam sealer, and other surface blemishes using cleaner
recommended by carpet manufacturer.
2. Remove yarns that protrude from carpet surface.
3. Vacuum carpet using commercial machine with face-beater element.
B. Protect installed carpet to comply with CRI 104, Section 15, "Protection of Indoor
Installations."
C. Protect carpet against damage from construction operations and placement of equipment and
fixtures during the remainder of construction period. Use protection methods indicated or
recommended in writing by carpet manufacturer.
END OF SECTION
Fulton Community Center Painting Project No. 11009.0
MAWR Design, Inc. Section 09912 October 31, 2011
PAINTING MAWR Design, Inc.
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PART 1 - GENERAL
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 surface preparation and field painting of exposed exterior and interior
items and surfaces.
1. Surface preparation, priming, and finish coats specified in this Section are in addition to
shop priming and surface treatment specified in other Sections.
B. Paint exposed surfaces, except where these Specifications indicate that the surface or material is
not to be painted, is to remain natural, or has been pre-finished either in the field or by the
Manufacturer. If an item or a surface is not specifically mentioned, paint the item or surface the
same as similar adjacent materials or surfaces. If a color of finish is not indicated, Architect
will select from standard colors and finishes available.
C. Do not paint pre-finished items, concealed surfaces, finished metal surfaces, operating parts,
and labels.
1. Pre-finished items include the following factory-finished components:
a. Finished mechanical and electrical equipment.
b. Light fixtures.
2. Concealed surfaces include walls or ceilings in the following generally inaccessible
spaces:
a. Foundation spaces.
b. Furred areas.
c. Ceiling plenums.
d. Utility tunnels.
e. Pipe spaces.
f. Duct shafts.
3. Finished metal surfaces include the following:
a. Anodized aluminum.
b. Stainless steel.
c. Chromium plate.
d. Copper and copper alloys.
e. Bronze and brass.
Fulton Community Center Painting Project No. 11009.0
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PAINTING MAWR Design, Inc.
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4. Operating parts include moving parts of operating equipment and the following:
a. Valve and damper operators.
b. Linkages.
c. Sensing devices.
d. Motor and fan shafts.
5. Labels: Do not paint over UL, FMG, or other code-required labels or equipment name,
identification, performance rating, or nomenclature plates.
D. Related Sections include the following:
1. Division 2 Section "Cast-in-Place Concrete" for concrete sealant.
2. Division 8 Section "Steel Doors and Frames" for factory priming steel doors and frames.
3. Division 9 Section "Gypsum Board Assemblies" for surface preparation of gypsum
board.
1.3 DEFINITIONS
A. General: Standard coating terms defined in ASTM D 16 apply to this Section.
1. Flat refers to a lusterless or matte finish with a gloss range below 15 when measured at an
85-degree meter.
2. Eggshell refers to low-sheen finish with a gloss range between 20 and 35 when measured
at a 60-degree meter.
3. Semi-gloss refers to medium-sheen finish with a gloss range between 35 and 70 when
measured at a 60-degree meter.
4. Full gloss refers to high-sheen finish with a gloss range more than 70 when measured at a
60-degree meter.
1.4 SUBMITTALS
A. Product Data: For each paint system indicated. Include primers.
1. Material List: An inclusive list of required coating materials. Indicate each material and
cross-reference specific coating, finish system, and application. Identify each material by
manufacturer's catalog number and general classification.
2. Manufacturer's Information: Manufacturer's technical information, including label
analysis and instructions for handling, storing, and applying each coating material.
B. Samples for Initial Selection: For each type of finish-coat material indicated.
1. After color selection, Architect will furnish color chips for surfaces to be coated.
C. Qualification Data: For Applicator.
Fulton Community Center Painting Project No. 11009.0
MAWR Design, Inc. Section 09912 October 31, 2011
PAINTING MAWR Design, Inc.
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1.5 QUALITY ASSURANCE
A. Applicator Qualifications: A firm or individual experienced in applying paints and coatings
similar in material, design, and extent to those indicated for this Project, whose work has
resulted in applications with a record of successful in-service performance.
B. Source Limitations: Obtain block fillers and primers for each coating system from the same
manufacturer as the finish coats.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials to Project site in manufacturer's original, unopened packages and containers
bearing manufacturer's name and label and the following information:
1. Product name or title of material.
2. Product description (generic classification or binder type).
3. Manufacturer's stock number and date of manufacture.
4. Contents by volume, for pigment and vehicle constituents.
5. Thinning instructions.
6. Application instructions.
7. Color name and number.
8. VOC content.
B. Store materials not in use in tightly covered containers in a well-ventilated area at a minimum
ambient temperature of 45 deg F (7 deg C). Maintain storage containers in a clean condition,
free of foreign materials and residue.
1.7 PROJECT CONDITIONS
A. Apply waterborne paints only when temperatures of surfaces to be painted and surrounding air
are between 50 and 90 deg F (10 and 32 deg C).
B. Apply solvent-thinned paints only when temperatures of surfaces to be painted and surrounding
air are between 45 and 95 deg F (7 and 35 deg C).
C. Do not apply paint in snow, rain, fog, or mist; or when relative humidity exceeds 85 percent; or
at temperatures less than 5 deg F (3 deg C) above the dew point; or to damp or wet surfaces.
1. Painting may continue during inclement weather if surfaces and areas to be painted are
enclosed and heated within temperature limits specified by manufacturer during
application and drying periods.
1.8 EXTRA MATERIALS Fulton Community Center Painting Project No. 11009.0
MAWR Design, Inc. Section 09912 October 31, 2011
PAINTING MAWR Design, Inc.
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A. Furnish extra paint materials from the same production run as the materials applied and in the
quantities described below. Package with protective covering for storage and identify with
labels describing contents. Deliver extra materials to Owner.
1. Quantity: Furnish Owner with an additional 5 percent, but not less than 1 gal. (3.8 L) or
1 case, as appropriate, of each material and color applied.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Available Products: Subject to compliance with requirements, products that may be
incorporated into the Work include, but are not limited to, products listed in other Part 2
articles.
B. Manufacturers' Names: Shortened versions (shown in parentheses) of the following
manufacturers' names are used in other Part 2 articles:
1. Benjamin Moore & Co. (Benjamin Moore).
2. Coronado Paint Company (Coronado).
3. ICI Paint Stores, Inc. (Dulux Paint).
4. Kelly-Moore Paint Co. (Kelly-Moore).
5. M. A. Bruder & Sons, Inc. (M. A. B. Paint).
6. PPG Industries, Inc. (Pittsburgh Paints).
7. Sherwin-Williams Co. (Sherwin-Williams).
8. Porter Paints.
2.2 PAINT MATERIALS, GENERAL
A. Material Compatibility: Provide primers, and finish-coat materials that are compatible with one
another and with the substrates indicated under conditions of service and application, as
demonstrated by manufacturer based on testing and field experience.
B. Material Quality: Provide manufacturer's best-quality paint material of the various coating
types specified that are factory formulated and recommended by manufacturer for application
indicated. Paint-material containers not displaying manufacturer's product identification will
not be acceptable.
1. Proprietary Names: Use of manufacturer's proprietary product names to designate colors
or materials is not intended to imply that products named are required to be used to the
exclusion of equivalent products of other manufacturers.
C. Colors: As selected by Architect from manufacturer's full range.
2.3 INTERIOR PRIMERS
PAINTING GENERAL SPECIFICATIONS
Fulton Community Center Painting Project No. 11009.0
MAWR Design, Inc. Section 09912 October 31, 2011
PAINTING MAWR Design, Inc.
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A. Interior Gypsum Board Primer: Factory-formulated latex-based primer for interior application.
1. Benjamin Moore; Moorcraft Super Spec Latex Enamel Undercoater & Primer Sealer
No. 253: Applied at a dry film thickness of not less than 1.2 mils (0.030 mm).
2. Coronado; 40-11 Super Kote 5000 Latex Primer-Sealer: Applied at a dry film thickness
of not less than 1.2 mils (0.030 mm).
3. Dulux Paint; 1000-1200 Dulux Ultra Basecoat Interior Latex Wall Primer: Applied at a
dry film thickness of not less than 1.2 mils (0.031 mm).
4. Dulux Paint; 3210-1200 Ultra-Hide Aquacrylic GRIPPER Stain Killer Primer Sealer:
Applied at a dry film thickness of not less than 1.8 mils (0.046 mm).
5. Kelly-Moore; 971 Acry-Prime Interior Latex Primer/Sealer: Applied at a dry film
thickness of not less than 1.6 mils (0.041 mm).
6. M. A. B. Paint; Fresh Kote Vinyl Primer 037-100: Applied at a dry film thickness of not
less than 1.5 mils (0.038 mm).
7. Pittsburgh Paints; 6-2 SpeedHide Interior Quick-Drying Latex Sealer: Applied at a dry
film thickness of not less than 1.0 mil (0.025 mm).
8. Sherwin-Williams; PrepRite 200 Latex Wall Primer B28W200 Series: Applied at a dry
film thickness of not less than 1.6 mils (0.041 mm).
B. Interior Wood Primer for Acrylic-Enamel and Semigloss Alkyd-Enamel Finishes: Factory-
formulated alkyd- or acrylic-latex-based interior wood primer.
1. Benjamin Moore; Moorcraft Super Spec Alkyd Enamel Underbody and Primer Sealer
No. 245: Applied at a dry film thickness of not less than 1.5 mils (0.038 mm).
2. Coronado; 78-11 Super Kote 5000 Acrylic Enamel Undercoat: Applied at a dry film
thickness of not less than 2.0 mils (0.051 mm).
3. Dulux Paint; 3210-1200 Ultra-Hide Aquacrylic GRIPPER Stain Killer Primer Sealer:
Applied at a dry film thickness of not less than 1.8 mils (0.046 mm).
4. Kelly-Moore; 975 Acry Plex Interior Latex Enamel Undercoat: Applied at a dry film
thickness of not less than 1.6 mils (0.041 mm).
5. M. A. B. Paint; Rich Lux Latex Undercoat 037-154: Applied at a dry film thickness of
not less than 1.5 mils (0.038 mm).
6. Pittsburgh Paints; 6-855 SpeedHide Latex Enamel Undercoater: Applied at a dry film
thickness of not less than 1.0 mil (0.025 mm).
7. Sherwin-Williams; PrepRite Wall and Wood Primer B49W200 Series: Applied at a dry
film thickness of not less than 1.6 mils (0.041 mm).
8. Sherwin-Williams; PrepRite Classic Interior Primer B28W101 Series: Applied at a dry
film thickness of not less than 1.6 mils (0.041 mm).
2.4 EXTERIOR FINISH COATS
Sisters Of Mercy Health System ("Mercy") 2009Feb24 MASTER SPECIFICATIONS 2009Apr01
SECTION 05 40 00 - COLD-FORMED METAL FRAMING
PART 1 - GENERAL
1.1 SUMMARY
A.This setion includes the following:
1.Exterior non-load-bearing curtain-wall framing.
2.Interior framing (if any) as indicated on the drawings.
3.Gypsum sheathing and air infiltration barrier.
B.Related Sections include the following:
1.Division 5 Section "Metal Fabrications" for masonry shelf angles and connections.
2.Division 9 Section "Gypsum Board Assemblies" for interior non-load-bearing metal-stud framing, inte-rior ceiling-suspension assemblies and exterior soffit suspension assemblies.
1.2 DEFINITIONS
A.Definition below is based on description of delivered minimum thickness in AISI's
"Specification for the Design of Cold-Formed Steel Structural Members."
B.Minimum Uncoated Steel Thickness: Minimum uncoated thickness of cold-formed framing
deliv-ered to the Project site shall be not less than 95 percent of the thickness used in the
cold-formed framing design. Lesser thicknesses shall be permitted at bends due to cold
forming.
C.Producer: Entity that produces steel sheet coil fabricated into cold-formed members.
1.3 PERFORMANCE REQUIREMENTS
A.Structural Performance: Provide cold-formed metal framing and attachments to structure
capable of withstanding design loads within limits and under conditions indicated.
3.Design framing systems to provide for movement of framing members without damage or
overstress-ing, sheathing failure, connection failure, undue strain on fasteners and anchors,
or other detrimental effects when subject to a maximum ambient temperature change of 120 deg F (67 deg C).
B.Design framing system to maintain clearances at openings, to allow for construction
tolerances, and to accommodate live load deflection of primary building structure as follows:
C.Upward and downward movement of 1/2 inch (13 mm).
1.Design for future knockout panels as indicated on the architectural elevations. 2.Design framing systems at second and third floor atrium openings for code specified
loadings. Provide for attachment of decorative metal handrail where applicable.
3.Design criteria per International Building Code.
COLD-FORMED METAL FRAMING SECTION 05 40 00 - 1
METAL FRAMING GENERAL SPECIFICATIONS
Sisters Of Mercy Health System ("Mercy") 2009Feb24
MASTER SPECIFICATIONS 2009Apr01
D.Design exterior non-load-bearing curtain-wall framing to accommodate horizontal deflection
without regard for contribution of sheathing materials.
E.Design interior atrium edge framing and attachment to structure in compliance with loading requirements stated in the General Notes on S1.0. Coordinate framing with guardrails.
F.Limit the component deflection as indicated below :
1.Exterior stud wall with masonry veneer: Horizontal deflection of 1/720 of the wall height.
2.Exterior stud wall with Exterior Insulation and Finish System (EIFS) veneer: Horizontal
deflection of 1/360 of the wall height.
1.4 SUBMITTALS
A.Product Data: For each type of cold-formed metal framing product and accessory indicated.
B.Shop Drawings: Show detailed 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, con-nection details, splices, accessories, connection details, and attachment
to adjoining Work.
C.Welding Certificates: Copies of certificates for welding procedures and personnel.
D.Welder certificates signed by Contractor certifying that welders comply with requirements
specified shall be kept on file by the Contractor and shall be available for review when requested by the Archi-tect.
E.Qualification Data: For firms and persons specified in "Quality Assurance" Article to
demonstrate their capabilities and experience. Include lists of completed projects with project names and ad-dresses, names and addresses of architects and owners, and other information specified.
F.Product Test Reports: From a qualified testing agency indicating that each of the following complies with requirements, based on comprehensive testing of current products:
1.Power-actuated anchors.
2.Mechanical fasteners. 3.Vertical deflection clips. 4.Miscellaneous structural clips and accessories.
1.5 QUALITY ASSURANCE
A.Installer Qualifications: An experienced installer who has completed cold-formed metal
framing similar in material, design, and extent to that indicated for this Project and whose
work has resulted in construction with a record of successful in-service performance.
B.Welding: Qualify procedures and personnel according to AWS D1.1, "Structural Welding
Code--Steel," and AWS D1.3, "Structural Welding Code--Sheet Steel."
COLD-FORMED METAL FRAMING SECTION 05 40 00 - 2
Sisters Of Mercy Health System ("Mercy") 2009Feb24
MASTER SPECIFICATIONS 2009Apr01
C.AISI Specifications: Comply with AISI's "Specification for the Design of Cold-Formed Steel Structural Members" for calculating structural characteristics of cold-formed metal framing:
D.Preinstallation Conference: Attend conference at Project site to comply with requirements in Divi-sion 1 Section "Project Meetings."
1.6 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
conden-sation.
1.7 COORDINATION
A.Time delivery and erection of framing to avoid extended on-site storage and to avoid
delaying progress of other trades whose work must follow erection of trusses.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A.Manufacturers: Subject to compliance with requirements, provide cold-formed metal framing
by one of the following:
1.Aegis Metal Framing, LLC
2.ClarkWestern Building Systems
3.Dietrich Metal Framing 4.Marino/WARE
2.2 MATERIALS
A.Steel Sheet: ASTM A1003/A1003M, structural steel, galvanized, of grade and coating as
follows:
1.Grade: Grade ST33H for 18 gauge and less, Grade ST50H for 16 gauge and greater.
2.Coating: G60 zinc coating.
2.3 NON-LOAD-BEARING CURTAIN-WALL FRAMING
A.Steel Studs: Manufacturer's standard C-shaped steel studs, of web depths indicated, punched,
with stiffened flanges, complying with ASTM C 955, and as follows:
B.Minimum Uncoated-Steel Thickness: As indicated on the drawings.
C.Gauge: 16 gauge unless otherwise noted on the drawings.
D.Spacing: 16 inches on center unless otherwise noted on the drawings.
E.Flange Width: 1-5/8 inches.
COLD-FORMED METAL FRAMING SECTION 05 40 00 - 3
Sisters Of Mercy Health System ("Mercy") 2009Feb24 MASTER SPECIFICATIONS 2009Apr01
F.Steel Track: Manufacturer's standard U-shaped steel track, of web depths indicated,
unpunched, with unstiffened flanges, complying with ASTM C 955, and as follows:
G.Minimum Uncoated-Steel Thickness: One gage heavier that steel studs.
H.Flange Width: 1-1/4 inches.
2.4 NON-LOAD-BEARING CURTAIN-WALL FRAMING
A.Single Deflection Track: Manufacturer's single, deep-leg, U-shaped steel track; unpunched, with unstiffened flanges, of web depth to contain studs while allowing free vertical
movement, with flanges designed to support horizontal and lateral loads, and as follows:
B.Minimum Uncoated-Steel Thickness: 0.0538 inch (1.37 mm).
C.Flange Width: 2 inches (50 mm).
D.Double Deflection Tracks: Manufacturer's double, deep-leg, U-shaped steel tracks, consisting
of nested inner and outer tracks; unpunched, with unstiffened flanges.
E.Outer Track: Of web depth to allow free vertical movement of inner track, with flanges
designed to support horizontal and lateral loads, and as follows:
F.Minimum Uncoated-Steel Thickness: 0.0538 inch (1.37 mm).
G.Flange Width: 2 inches (50 mm).
H.Inner Track: Of web depth indicated, and as follows:
I.Minimum Uncoated-Steel Thickness: 0.0538 inch (1.37 mm).
J.Flange Width: 3-1/2 inches (89 mm).
K.Vertical Deflection Clips: Manufacturer's standard bypass and head clips, capable of
accommodating upward and downward vertical displacement of primary structure.
2.5 FRAMING ACCESSORIES
A.Fabricate steel-framing accessories of the same material and finish used for framing
members, with a minimum yield strength of 33,000 psi.
B.Provide accessories of manufacturer's standard thickness and configuration, unless otherwise
indi-cated, as follows:
1.Supplementary framing.
2.Bracing, bridging, and solid blocking.
3.Web stiffeners.
4.End clips.5.Stud kickers. 6.Hole reinforcing plates.
7.Backer plates.
COLD-FORMED METAL FRAMING SECTION 05 40 00 - 4
Sisters Of Mercy Health System ("Mercy") 2009Feb24
MASTER SPECIFICATIONS 2009Apr01
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.
B.Expansion Anchors: Fabricated from corrosion-resistant materials, with capability to sustain,
with-out failure, a load equal to 5 times design load, as determined by testing per ASTM E
488 conducted by a qualified independent testing agency.
C.Mechanical Fasteners: Corrosion-resistant-coated, self-drilling, self-threading steel drill
screws.
D.Head Type: Low-profile head beneath sheathing, manufacturer's standard elsewhere.
E.Welding Electrodes: Comply with AWS standards.
2.7 MISCELLANEOUS MATERIALS
A.Galvanizing Repair Paint: ASTM A 780.
B.Glass-Mat Gypsum Sheathing Board: ASTM C 1177/C 1177M.
1.Type and Thickness: Type X, 5/8 inch (15.9 mm) thick.
2.Size: 48 by 96 inches (1219 by 2438 mm), 48 by 108 inches (1219 by 2743 mm), or 48 by
120 inches (1219 by 3048 mm).
3.Product: Subject to compliance with requirements, provide "Dens-Glass Gold" by Georgia-Pacific Corp.
2.8 SHEATHING ACCESSORIES
A.Air-Infiltration Barrier: Proprietary building wrap with flame-spread and smoke-developed
ratings of less than 25 and 450, respectively, when tested according to ASTM E 84. Provide
one of the follow-ing products:
1.Polyethylene sheet; minimum 0.0064 inch thick; formed by spinning continuous strands
of fine, high-density-polyethylene interconnected fibers and bonding them together by
heat and pressure; incorpo-rating an additive to provide ultraviolet light resistance for up
to 120 days; and with a water-vapor transmission rate equaling 535 g through 1 sq. m of surface in 24 hours according to ASTM E 96, Desiccant Method (Method A). 2.Product: Subject to compliance with requirements, provide "Tyvek Commercialwrap" by
DuPont Company.
B.Fasteners: Steel drill screws, ASTM C 954, in length recommended by sheathing manufacturer for thickness of sheathing board to be attached, with organic-polymer or other
corrosion-protective coat-ing having a salt-spray resistance of more than 800 hours according
to ASTM B 117.
C.Silicone Emulsion Sealant for Glass-Mat Gypsum Sheathing: Product complying with ASTM
C 834, compatible with sheathing tape and gypsum sheathing, recommended by sheathing
and tape manufacturers for use with glass-fiber sheathing tape and for covering exposed
fasteners.
COLD-FORMED METAL FRAMING SECTION 05 40 00 - 5
Sisters Of Mercy Health System ("Mercy") 2009Feb24
MASTER SPECIFICATIONS 2009Apr01
1.Product: Subject to compliance with requirements, provide "Elmer's Siliconized Acrylic Latex Caulk" by Borden, Inc.
D.Glass-Fiber Sheathing Tape for Glass-Mat Gypsum Sheathing: Self-adhering glass-fiber tape,
minimum 2 inches (50 mm) wide, 10 by 10 or 10 by 20 threads per inch (390 by 390 or 390 by 780 threads per meter), of type recommended by sheathing and tape manufacturers for use with silicone emulsion sealant in sealing joints in glass-mat gypsum sheathing board and with
a history of success-ful in-service use.
1.Products: Subject to compliance with requirements, provide one of the following: 2.Perma-Tite Tape--PGM 207A; PermaGlas-Mesh, Inc.
3.Quik-Tape; Quik-Tape, Inc.
2.9 FABRICATION
A.Shop fabricate or field fabricate cold-formed metal framing and accessories plumb, square,
and true to line, and with connections securely fastened, according to manufacturer's written recommen-dations and requirements in this Section.
B.Fabricate framing assemblies using jigs or templates.
C.Cut framing members by sawing or shearing; do not torch cut.
D.Fasten cold-formed metal framing members by welding or screw fastening, as indicated. Wire tying of framing members is not permitted.
E.Comply with AWS D1.3 requirements and procedures for welding, appearance and quality of welds, and methods used in correcting welding work.
F.Locate mechanical fasteners and install according to Shop Drawings, with screw penetrating
joined members by not less than three exposed screw threads.
G.Fasten other materials to cold-formed metal framing by welding, bolting, or screw fastening,
accord-ing to Shop Drawings. Splicing of members will not be allowed.
H.Reinforce, stiffen, and brace framing assemblies to withstand handling, delivery, and erection
stresses. Lift fabricated assemblies to prevent damage or permanent distortion.
I.Fabrication Tolerances: Fabricate assemblies level, plumb, and true to line to a maximum allow-able tolerance variation of 1/8 inch in 10 feet and as follows:
J.Spacing: Space individual framing members no more than plus or minus 1/8 inch from plan location. Cumulative error shall not exceed minimum fastening requirements of sheathing or other finishing materials.
K.Squareness: Fabricate each cold-formed metal framing assembly to a maximum out-of-square toler-ance of 1/8 inch.
PART 3 - EXECUTION
3.1 EXAMINATION
COLD-FORMED METAL FRAMING SECTION 05 40 00 - 6
Sisters Of Mercy Health System ("Mercy") 2009Feb24 MASTER SPECIFICATIONS 2009Apr01
A.Examine supporting substrates and abutting structural framing for compliance with
requirements for installation tolerances and other conditions affecting performance. Proceed
with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A.Before sprayed fire-resistive materials are applied, attach continuous angles, supplementary
fram-ing, or tracks to structural members indicated to receive sprayed fire-resistive materials.
B.After applying sprayed fire-resistive materials, remove only as much of these materials as needed to complete installation of cold-formed framing without reducing thickness of fire-
resistive materials below that are required to obtain fire-resistance rating indicated. Protect
remaining fire-resistive ma-terials from damage.
C.Grout bearing surfaces uniform and level to ensure full contact of bearing flanges or track
webs on supporting concrete or masonry construction.
3.3 INSTALLATION, GENERAL
A.Install cold-formed metal framing according to ASTM C 1007, unless more stringent
requirements are indicated.
B.Install cold-formed metal framing and accessories plumb, square, and true to line, and with
connec-tions securely fastened, according to manufacturer's written recommendations and
requirements in this Section.
C.Cut framing members by sawing or shearing; do not torch cut.
D.Fasten cold-formed metal framing members by welding or screw fastening, as indicated. Wire tying of framing members is not permitted.
E.Comply with AWS D1.3 requirements and procedures for welding, appearance and quality of welds, and methods used in correcting welding work.
F.Locate mechanical fasteners and install according to Shop Drawings, with screw penetrating
joined members by not less than three exposed screw threads.
G.Install framing members in one-piece lengths, unless splice connections are indicated for
track or tension members.
H.Install temporary bracing and supports to secure framing and support loads comparable in
intensity to those for which structure was designed. Maintain braces and supports in place,
undisturbed, until entire integrated supporting structure has been completed and permanent
connections to framing are secured.
I.Include details on Drawings showing expansion- and control-joint construction and locations.
J.Do not bridge building expansion and control joints with cold-formed metal framing.
Independently frame both sides of joints.
K.Erection Tolerances: Install cold-formed metal framing level, plumb, and true to line to a maximum allowable tolerance variation of 1/8 inch in 10 feet and as follows:
COLD-FORMED METAL FRAMING SECTION 05 40 00 - 7 Sisters Of Mercy Health System ("Mercy") 2009Feb24
MASTER SPECIFICATIONS 2009Apr01
L.Space individual framing members no more than plus or minus 1/8 inch from plan location. Cumula-tive error shall not exceed minimum fastening requirements of sheathing or other finishing materials.
3.4 NON-LOAD-BEARING CURTAIN-WALL INSTALLATION
A.Install continuous tracks sized to match studs. Align tracks accurately and securely anchor to
sup-porting structure as indicated.
B.Fasten both flanges of studs to top and bottom track, unless otherwise indicated. Space studs
as indicated.
C.Set studs plumb, except as needed for diagonal bracing or required for nonplumb walls or warped surfaces and similar requirements.
D.Isolate non-load-bearing steel framing from building structure to prevent transfer of vertical loads while providing lateral support.
E.Install horizontal bridging in curtain-wall studs, spaced in rows indicated on Shop Drawings
but not more than 54 inches apart. Fasten at each stud intersection.
F.Bridging: Cold-rolled steel channel, welded or mechanically fastened to webs of punched
studs.
G.Bridging Option: Combination of flat, taut, steel sheet straps of width and thickness indicated
and stud-track solid blocking of width and thickness to match studs. Fasten flat straps to stud
flanges and secure solid blocking to stud webs or flanges.
H.Install miscellaneous framing and connections, including stud kickers, web stiffeners, clip
angles, continuous angles, anchors, fasteners, and stud girts, to provide a complete and stable
curtain-wall-framing system.
3.5 GYPSUM SHEATHING INSTALLATION
A.General: Install gypsum sheathing to comply with GA-253 and manufacturer's written instructions.
B.Cut boards at penetrations, edges, and other obstructions of the work; fit tightly against abutting construction, except provide a 3/8-inch (9-mm) setback where non-load-bearing construction abuts structural elements.
C.Coordinate sheathing installation with flashing and joint sealant installation so these materials are installed in the sequence and manner that prevent exterior moisture from passing through completed exterior wall assembly.
D.Apply fasteners so screw heads bear tightly against face of sheathing boards but do not cut into facing.
E.Do not bridge building expansion joints with sheathing; cut and space edges to match spacing
of structural support elements.
COLD-FORMED METAL FRAMING SECTION 05 40 00 - 8 Sisters Of Mercy Health System ("Mercy") 2009Feb24
MASTER SPECIFICATIONS 2009Apr01
F.Vertical Installation: Install 48-inch- (1219-mm-) wide gypsum sheathing boards vertically with ver-tical edges centered over flanges of steel studs. Abut ends and edges of each board
with those of adjacent boards. Screw-attach boards at perimeter and within field of board to
each steel stud at ap-proximately 8 inches (200 mm) o.c. and set back a minimum of 3/8 inch
(9 mm) from edges and ends of boards.
G.Air-Infiltration Barrier Application: Cover sheathing with air-infiltration barrier as follows:
H.Cut back air-infiltration barrier 1/2 inch (13 mm) on each side of break in supporting members at ex-pansion- or control-joint locations.
I.Apply proprietary building wrap to comply with manufacturer's written installation instructions.
J.Tape all joints in air-infiltration barrier.
K.Apply air-infiltration barrier to cover vertical flashing with 4-inch (100-mm) overlap.
L.Sealing Sheathing Joints: Seal joints according to sheathing manufacturer's written recommenda-tions and as follows:
M.Apply glass-fiber sheathing tape to glass-mat gypsum sheathing board joints, and apply and
trowel silicone emulsion sealant to embed sealant in entire face of tape. Apply sealant to exposed fasteners with a trowel so fasteners are completely covered. Seal other penetrations and openings.
3.6 REPAIRS AND PROTECTION
A.Galvanizing Repairs: Prepare and repair damaged galvanized coatings on fabricated and
installed cold-formed metal framing with galvanized repair paint according to ASTM A 780
and manufacturer's written instructions.
B.Protect paper-surfaced gypsum sheathing that will be exposed to weather for more than 30
days by covering exposed exterior surface of sheathing with a securely fastened air-
infiltration barrier. Apply covering immediately after sheathing is installed.
C.Protect cutouts, corners, and joints in sheathing by filling with a flexible sealant or by
applying tape recommended by sheathing manufacturer at time sheathing is applied.
D.Provide final protection and maintain conditions, in a manner acceptable to manufacturer and
In-staller, that ensure cold-formed metal framing is without damage or deterioration at time
of Substantial Completion.
3.7 FIELD QUALITY CONTROL
A.Testing: Owner will engage a qualified independent testing agency to perform field quality-control testing.
B.Field and shop welds will be subject to testing and inspection.
C.Remove and replace Work that does not comply with specified requirements.
COLD-FORMED METAL FRAMING SECTION 05 40 00 - 9 Sisters Of Mercy Health System ("Mercy") 2009Feb24
MASTER SPECIFICATIONS 2009Apr01
D.Additional testing and inspecting, at Contractor’s expense, will be performed to determine compliance of corrected Work with specified requirements.
END OF SECTION 05 40 00
COLD-FORMED METAL FRAMING SECTION 05 40 00 - 10
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DATE: 01/28/2013
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