0103-049 (CSCS) Project Manual Building 5PROJECT MANUAL
INCLUDING SPECIFICATIONS
FOR CONSTRUCTION OF
a
POINT HAPPY ----- BUILDING 5
NORTHWEST CORNER HIGHWAY Ill AND WASHINGTON ST.
LA QUINTA, CA.
PREPARED BY:
PREST - VUKSIC - ARCHITECTS
.74020 ALESSANDRO, SUITE E
PALM DESERT, CA. 92260
DATE OF ISSUE:
COVER PAGE
00001-1
18- +sG "q
CITY OF LA QUINTA
BUILDING & SAFETY DEPT
APPROVED
FOR CONSTRUCTION
DATE 31.LialM By -"N'. -b
crft- IGS 5;-rT-
t.
PROJECT MANUAL
INCLUDING SPECIFICATIONS
FOR CONSTRUCTION OF
a
POINT HAPPY ----- BUILDING 5
NORTHWEST CORNER HIGHWAY Ill AND WASHINGTON ST.
LA QUINTA, CA.
PREPARED BY:
PREST - VUKSIC - ARCHITECTS
.74020 ALESSANDRO, SUITE E
PALM DESERT, CA. 92260
DATE OF ISSUE:
COVER PAGE
00001-1
18- +sG "q
CITY OF LA QUINTA
BUILDING & SAFETY DEPT
APPROVED
FOR CONSTRUCTION
DATE 31.LialM By -"N'. -b
crft- IGS 5;-rT-
r r'
SECTION 00005
TABLE OF CONTENTS
INTRODUCTORY PAGES
00001 Cover page
00005 Table of Contents
DIVISION 01 - GENERAL REQUIREMENTS
01050 Field Engineering
01060 Regulatory Requirements
DIVISION 02 - SITE WORK
Refer to Soils Report for Earthwork Specifications
DIVISION•03 CONCRETE
Refer to Working Drawing sheet No. S-1 for Specifications.
DIVISION 04 - MASONRY
04253 Simulated Stone Veneer
04255 Adhered Masonry Veneer
;Refer to Working Drawing sheet No. S-1 for Specifications.
`+; ``
DIVISION 05 - METALS
jjRefer to Working Drawing sheet No
]y� C
t�
S-1 for Specifications.
DIVISION 06 - WOOD AND PLASTICS
Refer to Working Drawing sheet No. S-1 for Specifications.
07210 Building Insulation
0732 Concrete Roof Tile
-07521'Cap Sheet Roofing.
076�Q Flashing and Sheet Metal
077o'Roof Hatch
-079 kjoint Sealers
DIVISnN OR - nnnRc AT\Tn r.TTT,Tnnrl
11
08110�'8110w Metal Work
08413"iuminum Entrances and Storefronts
08800�.azin
5
�x
TABLE OF CONTENTS
„`r.; 00005-1
I
r
DIVISION 09 - FINISHES
09200 Lath and Plaster
'09311 Ceramic Tile
09830 Elastomeric Coating
09900 Painting
DIVISION 10 - SPECIALTIES
Not used tr
DIVISION 11 - EQUIPMENT ,
Not used
DIVISION 12 - FURNISHINGS
Not used
DIVISION 13 - SPECIAL CONSTRUCTION
Not used
DIVISION 14 - CONVEYING SYSTEMS
Not used
END OF SECTION
TABLE OF CONTENTS
00005-2
`
l
DIVISION 09 - FINISHES
09200 Lath and Plaster
'09311 Ceramic Tile
09830 Elastomeric Coating
09900 Painting
DIVISION 10 - SPECIALTIES
Not used tr
DIVISION 11 - EQUIPMENT ,
Not used
DIVISION 12 - FURNISHINGS
Not used
DIVISION 13 - SPECIAL CONSTRUCTION
Not used
DIVISION 14 - CONVEYING SYSTEMS
Not used
END OF SECTION
TABLE OF CONTENTS
00005-2
SECTION 01050
FIELD ENGINEERING
PART 1 - GENERAL
1.1 WORK INCLUDED:
A. Provide such field engineering/land surveying services
as are required for proper completion of the Work
including, but not necessarily limited to:
1. Establishing and maintaining lines and levels as
well as lines and levels for grading and drainage
devices.
2. Structural design of shores, forms, and similar
items provided by the Contractor as part of his
means and methods of construction.
1.2 RELATED WORK:
A. Related Work Specified in Other Documents:
1. Additional requirements for field engineering/land
surveying also may be described in other Sections
of these Specifications.
1.3 SUBMITTALS:
A. Comply with pertinent provisions of Section 01340.
B. Upon request of the Architect, submit:
1. Data demonstrating qualifications of persons
proposed to be engaged for field engineering/land
surveying services.
2. Documentation verifying accuracy of field
engineering/land surveying work.
3. Certification, signed by the Contractor's retained
civil engineer/licensed land surveyor, certifying
that elevations and locations of improvements are
in conformance or nonconformance with requirements
of the Contract Documents.
1.4 PROCEDURES:
A. In addition to procedures directed by the Contractor
for proper performance of the Contractor's
responsibilities:
1. Locate and protect control points before starting
work on the site.
FIELD ENGINEERING
01050-1
41
a
2. Preserve permanent reference points during
progress of the Work.
3. Do not change or relocate reference points or
items of the Work without specific approval from
the Architect.
4. Promptly advise the Architect when a reference
point is lost or destroyed, or requires relocation
of other changes in the Work.
a. Upon direction of the Architect, require the
civil engineer/land surveyor to replace
reference stakes or markers.
b. Locate such replacements according to the
original survey control.
C. Replace any or all stakes or markers removed
by others or vandalized at no additional cost
to the Owner.
END OF SECTION
FIELD ENGINEERING
01050-2
r
SECTION 01060
REGULATORY REQUIREMENTS
PART 1 - GENERAL
1.1 WORK INCLUDED:
A. This Section covers general requirements for codes and
standards pertaining to the Work and is supplementary
to the codes and standards mentioned or referenced
elsewhere in the Contract Documents.
1.2 CODES AND STANDARDS:
A. Requirements of Regulatory Agencies: Pertaining
ordinances, laws, rules, codes, regulations, standards,
and orders of public agencies having jurisdiction of
the Work are intended ;wherever reference is made in
either the singular or plural to Code or Building Code
except as otherwise specified,- including, but not
limited to, those in the following listing. Contractor
shall make available at the site such copies of the
listed documents applicable to Work as Architect or
Owner may request, including mentioned portions of the
California Code of Regulations.
1. California Building Code, 1998 Edition.
2. California Mechanical Code, 1998 Edition.
3. California Plumbing Code, 1998 Edition.
4. California Electric Code, 1998 Edition.
5. Uniform Fire Code. 1997 Edition.
6. Federal Laws and Regulations as applicable
7. Americans with Disabilities Act
8. State, County and City Codes, ordinances and
regulations.
9. National Fire Protection Association.
10. State and Local Public Health Codes.
11. All other laws, regulations, rules, orders, codes,
and ordinances specified in other Sections of
these Specifications or bearing on the Work.
REGULATORY REQUIREMENTS
01060 - 1
B. Standard and Reference Type Specifications:
1. Specifying by reference to standard and reference
type specification documents or to another portion
of the Contract Documents shall be the same as if
the referenced document or portion referred to
were exactly repeated at the place where reference
is made.
2. In case of conflict between the requirements of
regulatory agencies and the referenced standard or
reference type specification documents, the
Contractor shall conform to the most restrictive
requirement if such conformance is legal.
3. The standard or reference type specification
documents shall be those of the current issue at
the time the Construction Documents Phase, defined
in general conditions, is completed, unless
otherwise specified. Contractor shall make
available at the site such copies of referenced
standard or reference type specification documents
as the Architect or Owner may request.
C. Addenda and Change Orders: No changes to the Bid
Documents or the Agreement shall be valid without the
written approval of the Owner.
END OF SECTION
REGULATORY REQUIREMENTS
01060 - 2
SECTION 04253
SIMULATED STONE VENEER
PART 1 - GENERAL
1.1 SUMMARY
A. Provide light weight concrete simulated stone veneer where
shown on the Drawings, as specified herein, and as needed
for a complete and proper installation.
B. Related Work Specified Elsewhere:
1. Section 09200 - Lathing and Plastering
1.2 SUBMITTALS
A. Within 35 calendar days after the Contractor has received
the Owner's Notice to Proceed, submit qualifications of the
proposed subcontractor for review by the Architect.
1.3 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen thoroughly trained
and experienced in the necessary crafts and completely
familiar with the specified requirements and methods needed
for proper performance of the work of this Section.
B. Use a subcontractor having not less than'two years
successful experience in installation of similar products,
as approved by the Architect.
C. Mock-ups:
1. Prior to other work of this Section, prepare a sample
panel of the work of this Section at a location on the
site where approved by the Architect.
2. Provide one mock-up panel for each combination of stone
pattern, bond pattern, and mortar color.
3. Make each mock-up panel approximately .9 m x 1.2 m
(3'-0" x 4'-011).
4. Show method of bedding, grouting, bond pattern,
cleaning, and other aspects of the work of this Section
to the quality specified.
5. Make necessary adjustments in the mock-up panels and
secure the Architect's approval.
6. The mock-up panels, when approved by the Architect, will
be used as datum points for comparison with the
remainder of the installation for the purpose of
acceptance or rejection.
7. Upon approval of the Architect, the mock-up panels may
be actual portions of the finished work of this Section.
SIMULATED STONE VENEER
04253-1
1.4 DELIVERY, STORAGE, AND HANDLING
A. Store the materials of this section off ground, and cover
to protect from elements and adulterants.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Provide all materials comprising a complete system equal
to, but not necessarily limited to, the following as
manufactured by E1 Dorado Stone Corporation, Carnation WA..
1. Adhesive ... "Dual Purpose Thinset Cement";
2. Simulated stone ..... "Tuscany Country Rubble";
3. Sealer ..... "Innerseal";
4. Grout ...... "Dual Purpose Grout" in color as directed by
the Architect.
5. Cleaner:
a. "Quick-Kleen";
b. Cleaning Pads";
6. Dressing..."Hilite."
7. ICBO Report .... ER -3568.
B. Provide other materials, not specifically described but
required for a complete and proper installation, as
selected by the Contractor subject to the approval of the
Architect.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this
Section will be performed. Correct conditions detrimental
to timely and proper completion of the Work. Do not
proceed until unsatisfactory conditions are corrected.
B. Verify that stone units available for installation comply
with the specified requirements and are whole, unchipped,
and without visible defects.
3.2 INSTALLATION
A. Except as otherwise specifically established by the
manufacture, the following installation recommendations
apply should the Coronado products be selected for
installation. In the event products of another
manufacturer are approved, provide installation
recommendations of that manufacturer for review and
approval of the Architect.
SIMULATED STONE VENEER
04253-2
B. Thoroughly clean the substrate free from debris, dust, and
finishes which will not bond with the adhesive.
1. Remove sealers and other applied finishes by use of
light sandblast or other means approved by the
Architect.
2. Provide substrate with the ability to receive and bond
with the adhesive.
B. Spread the specified adhesive over the surface by use of a
notched trowel, achieving a uniform setting bed of 3 mm
(1/811) minimum thickness.
C. After adhesive has been applied, slide the stone units into
place, and press firmly.
1. Achieve full contact with the fresh adhesive, and allow
full bedding.
2. Occasionally, lift and remove a stone to verify that
full bedding has been achieved.
3. Permit adhesive to set up fully prior to start of the
grout installation.
4. Take special care to not break the initial bond between
stone and adhesive.
D. Sealing:
1. When adhesive is fully set up, brush the surfaces clean
and free from dust, dirt, and adhesive residue.
2. Using a short nap roller or spray device, apply a light
coating of the approved sealer.
3. Allow the sealer to dry 30 to 60 minutes before start of
grouting.
4. Verify that stone is fully sealed.
a. Drop a small amount of water onto stone surface.
b. If the water is absorbed into the stone, apply
another light coat o_" the specified sealer to all
stone surfaces.
E. Grouting:
1. Using a spray bottle or clean damp sponge, apply a light
film of water to the brick surface in a small area to
facilitate removal of excess grout.
2. Using a trowel, apply a generous amount of the specified
grout to the dampened brick surface.
3. Using a rubber float recommended by the manufacturer,
spread the grout in a figure eight pattern to fill all
joints.
4. Holding the edge of the float at an angle of about 45
degrees, sweep diagonally across the stone joints to
squeegee excess grout from the surface, leaving only a
light film.
5. If a heavy grout residue remains, dampen the surface and
squeegee again.
SIMULATED STONE VENEER
04253-3
F. Cleaning:
1. After the joints have taken their initial set, use the
approved cleaning pads and cleaner to remove remaining
grout film.
2. As grout film is scrubbed away with the cleaning pad,
remove the cleaning solution with the edge of the float
and wipe the surface clean with a damp sponge.
3. Keep the sponge clean by rinsing it often in clean
water.
4. On large areas, a special cleaning disc may be used when
so approved by the Architect.
5. Remove all excess grout except that retained in small
"distressed" areas in the face of the stone.
G. Final sealing:
1. After completion and drying of the cleaning operation,
apply a light coat of the specified sealer by use of a
short nap roller or spray device.
2. If final sealing results in "high and low" spots, apply
an additional coat of the specified sealer and level out
such areas.
H. Dressing:
1. Allow the final sealing to thoroughly dry at least two
weeks, and longer if so directed by the Architect.
2. When so approved by the Architect, apply a coat of the
specified dressing to the entire surface, using
equipment and rate of application recommended by the
manufacturer.
END OF SECTION
SIMULATED STONE VENEER
04253-4
SECTION 04255
ADHERED MASONRY VENEER
PART 1 - GENERAL
1.1 SUMMARY
A. Provide adhered masonry veneer where shown on the Drawings,
as specified herein, and as needed for a complete and
proper installation.
B. Related Work Specified Elsewhere:
1. Section 09200 - Lath and Plastering.
1.2 SUBMITTALS
A. Within 35 calendar days after the Contractor has received
the Owner's Notice to Proceed, submit qualifications of the
proposed subcontractor for review by the Architect.
1.3 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen thoroughly trained
and experienced in the necessary crafts and completely
familiar with the specified requirements and methods needed
for proper performance of the work of this Section.
B. Use a subcontractor having not less than two years success-
ful experience in installation of similar products, as ap-
proved by the Architect.
C. Mock-ups:
1. Prior to other work of this Section, prepare a sample
panel of the work of this Section at a location on the
site where approved by the Architect.
2. Provide one mock-up panel for each combination of brick
pattern, bond pattern, and mortar color.
3. Make each mock-up panel approximately .9 m x 1.2 m (31-
0" x 4'-011).
4. Show method of bedding, grouting, bond pattern, clean-
ing, and other aspects of the work of this Section to
the quality specified.
5. Make necessary adjustments in the mock-up panels and
secure the Architect's approval.
6. The mock-up panels, when approved by the Architect, will
be used as datum points for comparison with the remain-
der of the work of this Section for the purpose of
acceptance or rejection.
7. Upon approval of the Architect, the mock-up panels may
be actual portions of the finished work of this Section.
ADHERED MASONRY VENEER
04255-1
1.4 DELIVERY, STORAGE, AND HANDLING
A. Store the materials of this section off ground, and cover
to protect from elements and adulterants.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Veneer
1. Canterra Stone Tile "Adoquin Stone" (12"x12"x3/4").
B. Mortar:
1. Portland cement: Comply with ASTM C150, type I or II.
2. Sand: Comply with ASTM C144, or provide 30 -mesh or 40 -
mesh dried and bagged sand approved in advance by the
Architect.
3. Provide water that is fit for human consumption and is
free from impurities which would be injurious to the
construction.
4. Lime:
a. Provide hydrated lime complying with ASTM C207, or
quicklime complying with ASTM C5.
b. When quicklime is used, slake and then screen through
a 16 -mesh sieve. After slaking and screening, but
before using, store and protect for not less than ten
days.
2.2 OTHER MATERIALS
A. Provide other materials, not specifically described but re-
quired for a complete and proper installation, as selected
by the Contractor subject to the approval of the Architect.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this
Section will be performed. Correct conditions detrimental
to timely and proper completion of the Work. Do not pro-
ceed until unsatisfactory conditions are corrected.
3.2 INSTALLATION
A. Thoroughly clean the substrate free from debris, dust, and
finishes which will not bond with the mortar.
1. Remove sealers and other applied finishes by use of
light sandblast or other means approved by the Archi-
tect.
2. Provide substrate with the ability to receive and bond
with the mortar.
ADHERED MASONRY VENEER
04255-2
B. Setting bed:
1. Mortar shall be applied as a full covering on the back
of veneer.
C. After mortar has been applied, slide the veneer into place,
and press firmly.
1. Achieve full contact with the fresh mortar, and allow
full bedding.
2. Occasionally, lift and remove a unit to verify that full
bedding has been achieved.
3. Permit mortar to set up fully prior to start of the
grout installation.
4. Take special care to not break the initial bond between
unit and mortar.
5. Place veneer units level and true within a tolerance of
one in 1000 horizontally and one in 100 vertically.
D. Cleaning:
1. Promptly clean the veneer units as the work progresses,
minimizing the need for final cleaning.
2. Remove all cement stains and all mortar stains from the
face of the veneer units.
3. If other methods of cleaning do not produce a uniformly
clean surface to the approval of the Architect, provide
light sandblasting at no additional cost to the Owner.
END OF SECTION
ADHERED MASONRY VENEER
04255-3
SECTION 07210
BUILDING INSULATION
,PART 1 - GENERAL
1.1 DESCRIPTION:
A. Provide building thermal insulation where shown on the
drawings, as specified herein, and as needed for a complete
and proper installation.
1.2 SYSTEM DESCRIPTION:
A. Definition: R -value designation is the thermal resistance
of insulation only, not including alleged air spaces or
other factors assumed to result in higher R -values.
1.3 QUALITY ASSURANCE:
A. Regulatory Requirements:
1. Comply with applicable codes and regulations of
governmental agencies having jurisdiction including
those having jurisdiction over noise control and
energy conservation.
2. Where requirements of applicable codes, regulations
and standards conflict with the requirements of this
Specification, comply with the more stringent
provisions.
3. Maximum Flamespread = 25, Maximum Smoke Density = 50.
B. Source Quality Control:
1. Tests: Materials for which physical characteristics
have been stipulated shall have had such
characteristics independently confirmed by laboratory
tests employing industry -recognized procedures. Both
the laboratory performing the tests and the test
methods employed will be subject to the approval of
the Architect.
1.4 SUBMITTALS:
A. Certification: Upon completion of installation of building
envelope insulation, a card certifying compliance with
requirements of Title 24 for installation of insulation
shall be completed, executed and delivered to local building
officials, and one copy conspicuously posted at the site of
the Work.
BUILDING INSULATION
07210 - 1
1.5 DELIVERY, STORAGE AND HANDLING:
A. Protection: Use all means necessary to protect the
materials of this Section before, during and after
installation.
1. Deliver materials to project site in manufacturer'
original packaging.
2. Clearly identify manufacturer, contents, brand name,
applicable standard, and R -value.
3. Store materials off ground.
4. Immediately remove damaged material from site.
B. Replacements: In the event of damage, immediately make
repairs and replacements necessary to the approval of the
Architect and at no additional cost to the Owner.
1.6 SCHEDULING:
A. Coordinate installation with other trades whose work may be
affected.
B. Do not install insulation until construction has progressed
to the point that inclement weather will not damage or wet
the insulation material.
C. Install insulation after electric wiring, plumbing and
other concealed work is in place.
D. Insulation shall not be closed in until it has been
inspected and approved. I.
PART 2 - PRODUCTS
2.1 MATERIALS:
A. Material shall conform to ASTM standard C665 federal
specification HH -I -521F, Type and Class as listed below.
1. R-38 Kraft faced insulation: Type II, Class C betweem
all roof framing members within the building envelope.
2. R-21 Kraft faced Fiberglass Insulation: Type II,
Class C in all exterior walls.
2.2 OTHER MATERIALS:
A. Other materials, not specifically described but required
for a complete and proper installation of the Work of this
Section, shall be new, first quality of their respective
kinds, and subject to approval of the Architect.
BUILDING INSULATION
07210 - 2
B. Where insulation is used in the attic areas between
trusses, use #12 SAG wire minimum (3) wires per 48 inches.
PART 3 - EXECUTION
3.1 INSPECTION:
A. Prior to commencing the Work of this Section, carefully
inspect previously installed work and verify that such work
is complete to the point where this installation may
properly commence.
B. Verify that Work of this Section may be installed in
accordance with applicable codes, regulations and
standards, the Contract Documents and the approved
submittals.
3.2 PREPARATION:
A. Remove or protect against projections in construction
framing that may damage insulation or prevent proper
installation.
3.3 INSTALLATION:
A. General:
1.. Fit insulation firmly between framing and directly
against exterior sheathing.
2. Maintain integrity of insulation over entire area to
be insulated for full height of wall and span of
joists. Install insulation behind lighting switches,
convenience outlet boxes and other devices.
3. Insulate small areas between closely spaced framing
members.
4. Carefully cut and fit insulation around pipes,
conduits, and other obstructions.
5. Where pipes or conduit are located in stud spaces,
place insulation between exterior wall and pipe,
compressing insulation where necessary.
6. Do not install insulation requiring compression in
excess of 10 percent.
7. Install insulation to attain minimum R -value as
indicated for finished assembly.
8. All insulation materials shall have a flamespread
rating not to exceed 25 and a smoke density not to
exceed 450 when tested in accordance with U.B.C.
Standard No. 42-1. [CBC 1713 (b), (c)]
END OF SECTION
BUILDING INSULATION
07210 - 3
SECTION 07322
CONCRETE ROOFING TILES
PART 1 - GENERAL
1.1 SUMMARY
A. Provide Class "A" concrete tile roofing system where shown
on the Drawings, as specified herein, and as needed for a
complete and proper installation.
B. Related Work Specified Elsewhere:
1. Section 07600 - Flashing and Sheet Metal.
1.2 SUBMITTALS
A. Product data: Within 60 calendar days after the Contractor
has received the Owner's Notice to Proceed, submit:
1. Materials list of items proposed to be provided under
this Section, showing compliance with the specified
requirements;
2. Manufacturer's recommended installation procedures
which, when approved by the Architect, will become the
basis for accepting or rejecting actual installation
procedures used on the Work.
B. Samples: Accompanying the product data submittal, submit:
1. Two roofing tiles, one representing the darkest color
proposed to be provided, and the other representing the
lightest color proposed to be provided;
2. One Sample of thoroughly dry mortar, showing color
proposed to be provided.
1.3 QUALITY.ASSURANCE
A. Use adequate numbers of skilled workmen thoroughly trained
and experienced in the necessary crafts and completely
familiar with the specified requirements and methods needed
for proper performance of the work of this Section.
1.4 WARRANTY
A. Upon completion of this portion of the Work, and as a
condition of its acceptance, deliver to the Owner, two
copies of the roofing tile manufacturer's standard 50 -year
limited warranty.
CONCRETE ROOFING TILES
07322-1
PART 2 - PRODUCTS
2.1 ROOFING TILE SYSTEM MATERIALS
A. Provide a complete system of the following tiles and
accessory units:
1. Manufacturer: Monier Toofing Tile Inc..
2. Pattern: 112000 Collage"..
2. Color: "Bricks and Mortar."
3. ICBO Report: ER -2093.
B. Mortar: Provide in conformance with recommendations of the
manufacturer of the approved roofing tile, mixed with a
pigment to produce a color matching the color of the
approved roofing tiles.
C. Batten boards: Provide 25 mm x 50 mm (1" x 211) (nominal)
Redwood or treated moisture -resistant Douglas Fir.
D. Nails and fasteners: Use only such fastening devices as
are recommended by the manufacturer of the approved roofing
tiles system and approved by all governmental agencies
having jurisdiction.
E. Underlayment:
1. Using Type 30 asphalt -saturated felt, provide
underlayment in the arrangement shown on the Drawings.
2. At joints and laps, provide a cold -process roofing
cement specifically recommended for the purpose by the
manufacturer of the felts and approved by the Architect.
2.2 OTHER MATERIALS
A. Provide all flashing associated with the work of this
Section, using not lighter than 28 gage corrosion -resistant
metal.
B. Provide other materials, not specifically described but
required for a complete and proper installation, as
selected by the Contractor subject to the approval of the
Architect.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this
Section will be performed.
1. Correct conditions detrimental to timely and proper
completion of the Work.
2. Do not proceed until unsatisfactory conditions are
corrected.
CONCRETE ROOFING TILES
07322-2
7
B. Verify that surfaces under underlayment are clean and free
from such irregularities as would contribute to its
penetration.
3.2 INSTALLATION
A. Coordinate the schedule for installation of roofing tiles
with schedule for installation of roof deck so lumber in
the roof deck will have minimum practicable exposure to the
weather.
B. Install batten boards spaced to provide uniform headlap of
the roofing tiles, adequately end -spaced to allow drainage.
Take special care to prevent damage to the membrane.
D. Install the roofing tiles in strict compliance with the
recommendations of the manufacturer as approved by the
Architect.
E. Finish the roofing tiles installation as a completely
weatherproof and waterproof system requiring no further
normal maintenance.
a
END OF SECTION
CONCRETE ROOFING TILES
07322-3
SECTION 07521
CAP SHEET ROOFING
PART 1 - GENERAL
1.1 SUMMARY
A. Provide "Class All cap sheet roofing system where shown on
the Drawings, as specified herein, and as needed for a
complete and proper installation.
B. Related Work Specified Elsewhere:
1. Section 07600 - Flashing and Sheet Metal.
1.2 SUBMITTALS
A. Product data: Within 35 calendar days after the Contractor
has received the Owner's Notice to Proceed, submit:
1. Materials list of items proposed to be provided under
this Section;
2. Manufacturer's specifications and other data needed to
prove compliance with the specified requirements;
3. Manufacturer's recommended installation procedures
which, when approved by the Architect, will become the
basis for accepting or rejecting actual installation
procedures used on the Work.
1.3 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen thoroughly trained
and experienced in the necessary crafts and completely
familiar with the specified requirements and methods needed
for proper performance of the work of this Section.
B. Use a subcontractor currently approved in writing by the
manufacturer of the approved roofing system.
C. Arrange for, pay all costs for, and secure a minimum of
four physical inspections:
1. Conducted during and after installation of the work of
this Section;
2. Performed by a designated and properly qualified
representative of the manufacturer of the approved
roofing system;
3. Verifying that the materials and work of this Section
meet the specified requirements.
4. Should the work and/or materials of this Section not
comply with the specified requirements, promptly advise
the Architect with recommended course of action.
CAP SHEET ROOFING
07521-1
1.4 DELIVERY, STORAGE, AND HANDLING
A. Storage of materials:
1. Stand roll goods on end, and store on a clean floor to
keep ends of rolls free from foreign matter.
2. Store roofing materials in a dry place, on raised
platforms, and cover with waterproof tarpaulins, inside
or in closed vans, protected from the sun and the
weather.
3. Store cartons and drums of asphalt on raised level
platforms, and protect them from weather with waterproof
tarpaulins.
4. Store solvents, emulsions, and coatings in a cool, dry
area.
5. Keep lids tightly sealed on all emulsions, cut back
adhesives, and flashing cements.
1.5 GUARANTY
A. Arrange for, pay all costs for, and secure and deliver to
the Architect two copies of the Manville "Signature Series
10 NDL" (ten year no dollar limit) guaranty covering all
work of this Section.
PART 2 - PRODUCTS
2.1 CAP SHEET ROOFING SYSTEM
A. Where cap sheet roofing system over plywood roof deck is
called for on the Drawings, provide Manville specification
5 -GNC system consisting of the following per 30.48 sq m
(100 sq ft) of roof area:
1. "G1asPly Premier" felts, 4 layers.............48 lbs
2. "G1asKap", 1 layer ......................:.....72 lbs
3. Asphalt Type III, 4 layers .................. .92 lbs
Approx. total weight......................212 lbs
B. Where required for access to roof -mounted equipment,
provide Manville "J -Walk" panels, spot cemented to the
roofing surface.
C. Cant strips: Provide Manville "F1ameTamer" perlite
composition cant strips where indicated on the Drawings and
at other locations where so recommended by the
manufacturer.
D. Asphalt: Provide asphalt complying with ASTM D312, type
II, III, or IV as appropriate for the roof slope, and as
approved in advance by the manufacturer of the approved
roofing system.
E. Fasteners: Use nails, fasteners, 25 mm (111) tin cap nails,
and/or tape and staple system as appropriate to the deck
and in the quantity and type approved by Factory Mutual.
CAP SHEET ROOFING
07521-2
2.2 OTHER MATERIALS
A. Provide other materials, not specifically described but re-
quired for a complete and proper installation, as selected
by the Contractor subject to the approval of the Architect.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this
Section will be performed. Correct conditions detrimental
to timely and proper completion of the Work. Do not pro-
ceed until unsatisfactory conditions are corrected.
3.2 INSTALLATION
A. Except under adverse weather conditions, install not less
than 1829 sq m (6,000 sq ft) of completed roofing per
working day.
B. Install the work of this Section in strict accordance with
the procedures, and achieve the results as required by the
roofing materials manufacturers, as required by pertinent
regulations of governmental agencies having jurisdiction,
as required by the Specifications, and as agreed to in the
pre -roofing meeting.
END OF SECTION
CAP SHEET ROOFING
07521-3
SECTION 07600
FLASHING AND SHEET METAL
PART 1 - GENERAL
1.1 DESCRIPTION:
A. Provide flashing and sheet metal work, as required,
including roof flashing where shown on the drawings, as
specified herein, and as needed for a complete and
proper installation. '
1.2 RELATED WORK:
A. Related Work Specified Elsewhere:
1. Section 07322 - Concrete Roof Tiles.
2. Section 07521 - Cap Sheet Roofing
1.3 QUALITY ASSURANCE:
A. Regulatory Requirements:
1. In addition to complying with applicable codes and
regulations of governmental agencies having
jurisdiction, comply with applicable requirements
of the referenced publications of SMACNA.
2. Where provisions of applicable codes, regulations
and standards conflict with the requirements of
this Specification, comply with the more stringent
provisions.
1.4 REFERENCES:
A. Sheet Metal and Air Conditions Contractors National
Association (SMACNA):
1. Architectural Sheet Metal Manual.
PART 2 - PRODUCTS
2.1 MATERIALS:
A. Sheet Metal: Except as otherwise required, provide
sheet steel hot -dipped galvanized in accordance with
ASTM A 525 for a G90 coating.
1. Except as otherwise permitted, or noted on the
Drawings, minimum gauge of sheet metal provided
shall be 24 gauge.
B. Solder: ASTM B 32, Alloy Grade 58, 50 percent tin, 50
percent lead.
C. Primer Coating: Dextor Corp. Metalgrip, or Tneinec
Galv-Gard.
FLASHING AND SHEET METAL
07600 - 1
D. Asphaltic Coating Compound: Approved alkali resistant
bituminous paint.
E. Underlayment: Asphalt saturated, unperforated roofing
felt, ASTM D 226, 15 pound type.
F. Mastic: FS SS -C-153, fibrated asphalt plastic cement.
G. Standard Products: Counterflashing, reglets, gravel
stops, copings and edging in stock patterns, conforming
substantially to details and design shown, intended, or
as required to provide continued watertightness, are
acceptable.
H. Slip Sheet: Building paper, FS UU-B-790, Type I, Grade
A, Style 1B.
PART 3 - EXECUTION
3.1 INSPECTION:
A. Verify that substrates are smooth and clean to extent
needed for sheet metal work.
B. Verify that reglet, nails, cants, and blocking, to
receive sheet metal are installed and free of concrete
and soil.
C. Do not start sheet metal work until conditions are
satisfactory.
3.2 PREPARATION:
A. Before installing sheet metal verify shapes and
dimensions of surface to be covered.
3.3 INSTALLATION:
A. General:
1. Install work watertight, without waves, warps,
buckles, fastening stresses or distortion,
allowing for expansion and contraction.
2. Hem exposed edges.
3. Angle bottom edges of exposed vertical surfaces to
form drips.
4. Use concealed clips and fastenings or as detailed
on the drawings.
5. Provide expansion joints as required for good
practice.
6. Shop prime flashing and leave ready for finish
painting.
FLASHING AND SHEET METAL
07600 - 2
B. Seams:
1. Flat Lock Seams:
a. 3/4 inch finished width.
b. Four=ply flat lock, malleted tight.
C. Sweated full with solder.
C. Cleats:
1. Spaced Cleats (concealed from view only):
a. Two feet on -centers.
b. Secure to substrate with fasteners and cover
heads with cleat tabs.
2. Continuous Cleats (exposed to view): Secure to
f substrate with fasteners spaced one foot on -
centers.
D. Soldering:
1. Clean and flux metals prior to soldering.
2. Sweat solder completely through seam width.
E. Bituminous Plastic Cement: Trowel 1/8 inch thick.
F. Painting:
1. Apply 7-1/2 mil dry film thickness asphalt coating
compound to each contacting metal face of
dissimilar metals. All exposed metal shall be
washed, primed and painted. Color as selected by
the Architect.
G. Roof Counterflashing:
1. Overlap base flashing four inches minimum.
2. Install bottom edge tight against base flashing.
3. Lap seam vertical joints three inches minimum, and
apply sealant.
4. Miter, lap seam, and close corner joints with
solder or sealant.
H. Base Flashing:
1. Extend up vertical surface five inches minimum,
and onto roofing four inches minimum.
2. Secure top edge of flashing by nailing to
substrate.
3. Provide standard "Z" shape at bottom edge of
stucco.
I. Pitch Pockets:
1. Fabricate with at least one inch clearance from
roof accessory support.
2. Collar Height: Three inches minimum.
3. Extend roof flange outward from collar four
inches.
4. Solder -lap joints.
5. Provide sealant amount penetrations through
flashing.
FLASHING AND SHEET METAL
07600 - 3
J. Roof Penetration Flashing:
1. Base Flashing:
a. Extend flange onto roof six inches minimum
away from penetration.
b. Extend flange upward around penetration to at
least eight inches above roofing.
C. Fold back upper and side roof flange edges
1/2 inches minimum.
d. Solder -lap joints.
2. Counterflashing:
a. Overlap base flashing one inch minimum with
storm collar sloped away from penetration.
b. Secure to penetration with draw band and
sealant.
K. Equipment Support Flashing:
1. Fully cap support.
2. Overlap base flashing four inches.
3. Solder -lap joint.
4. Provide sealant around penetration through
flashing. .
3.4 ADJUSTING AND CLEANING:
A. As work progresses, neutralize excess flux with five to
ten percent washing soda solution, and thoroughly
rinse.
B. Repair or replace damaged or dented work.
C. Leave work clean and free of stains, scrap and debris.
END OF SECTION
FLASHING AND SHEET METAL
07600 - 4
SECTION 07722
ROOF HATCHES
PART 1 - GENERAL
1.1 WORK INCLUDED:
A. Provide roof hatches and ladders where shown on the
drawings, as specified herein, and as needed for a
complete and proper installation.
1.2 RELATED WORK:
A. Related Work Specified Elsewhere:
1: Section 07521 - Cap Sheet Roofing.
3. Section 09900 - Painting: Finish painting of roof
hatches and ladders.
1.3 QUALITY ASSURANCE:
A. Regulatory Requirements:
1. Comply with applicable codes and regulations of
governmental agencies having jurisdiction.
2. Where provisions of applicable codes, regulations
and standards conflict with the requirements of
this Specification, comply with the more stringent
provisions.
1.4 SUBMITTALS:
A. Product Data: Submit complete manufacturer's
description literature and specifications.
1.5 DELIVERY, STORAGE AND HANDLING:
A. Protection: Use all means necessary to protect the
materials of this Section before, during and after
installation.
PART 2 - PRODUCTS
2.1 ACCEPTABLE MANUFACTURERS:
A. Design is based on the use of products manufactured by
Bilco Company, P.O. Box 1203, New Haven, CT 06505.
2.2 ROOF HATCHES:
A. Cover: 14 gage galvanized steel with three inch beaded
flange, neatly welded. Insulation shall be one inch
thick fiberglass, fully covered and protected by a 22
gauge prime painted galvanized steel cover liner.
ROOF HATCHES
07722 - 1
B. Curb: 14 gage prime painted galvanized steel, 12
inches in height, formed with a 3-1/2 inch flange and
holes provided for securing to the roof deck. Curb
shall be equipped with an integral metal.cap flashing
of the same material as the curb, fully welded at the
corners for absolute weathertightness. Insulation on
the exterior of the curb shall be one inch rigid fiber
board.
C. Roof hatches shall be completely assembled with heavy
pintle hinges, frame mounted telescopic tube enclosed
torsion spring or pneumatic operators, positive snap
latch with turn handles and padlock hasps inside, and
neoprene weathertight seal. Cover shall be equipped
with automatic hold -open arm with red vinyl grip handle
to allow one hand release. Hardware shall be zinc or
cadmium plated.
D. Roof hatch ladders shall be industrial heavy duty.
Rung shall be aluminum 3/4 inch diameter, maximum 12
inches o.c. Anchor plates shall be aluminum two inches
x 1/4 inch bent plate at 48 inches o.c. maximum with
3/8 inch diameter lag bolts with minimum 1-1/2 inch
penetration into studs or solid blocking. Two inches
or three inches x 1-1/2 inch aluminum stringer shall be
anchored to concrete slab with 1-1/2 inch x two inches
or three inches x 1/8 inch slotted holes angle with 1/4
inch diameter bolts set into expansion shields.
E. All roof hatch attachments shall be 3/8 inch diameter
lag bolts or lag screwed at 24 inches o.c. into framing
member or solid blocking with minimum 1-1/2 inch
penetration.
F. All roof hatches shall receive two coats of primer
inside and outside with 666513 primer or,as specified
in the painting section. All hatches shall be painted.
Color as selected by the Architect.
PART 3 - EXECUTION
3.1 INSTALLATION:
A. General: Install Work in strict accordance with the
manufacturer's submittals, as approved.
B. Secure roof hatches through deck to roof structure with
lag screws, welds, or as detailed.
C. Seal curb flange to roof deck to prevent roofing
asphalt from running into roof opening.
ROOF HATCHES
07722 - 2
3.2 FIELD QUALITY CONTROL:
A. Secure roof hatches through deck to roof structure with
lag screws, welds, or as detailed.
B. Seal curb flange to roof deck to prevent roofing
asphalt from running into roof opening.
3.4 ADJUSTING AND CLEANING:
A. Adjust roof hatches for proper operation and ease of
opening.
END OF SECTION
ROOF HATCHES
07722 - 3
1
SECTION 07900
JOINT SEALERS
PART 1 — GENERAL
1.1 DESCRIPTION:
A. Provide interior and exterior caulking and sealing
where shown on the drawings, as specified herein, and
as needed for a complete and proper installation.
1.2 WORK INCLUDED:
A. Work includes interior and exterior caulking and
sealing, in not less than the following circumstances:
1. Wherever expansion and contraction occurs.
2. Between materials and products where infiltration
of moisture, water, light or air blown particles
may occur.
1.3 QUALITY ASSURANCE:
A. Regulatory Requirements:
1. Comply with applicable codes and regulations of
governmental agencies having jurisdiction.
2. Where provisions of applicable codes, regulations
and standards conflict with the requirements of
this Specification, comply with the more stringent
provisions. ,
1.4 SUBMITTALS:
A. Product Data: Submit complete manufacturer's
description literature and specifications.
1. Materials List: Submit complete lists of
materials proposed for use, giving the
manufacturer's name, catalog number, and catalog
cut for each item where applicable.
2. Manufacturer's Recommendations: Submit the
manufacturer's current recommended methods of
installation, including relevant limitations, and
safety and environmental cautions.
B. Samples: Submit samples of each color of sealant
required.
1.5 GUARANTEE:
A. Guarantee workmanship against leakage for two years.
JOINT SEALERS
07900 - 1
PART 2 - PRODUCTS
2.1 SEALANT MATERIALS:
A. Silcone: One -part, primerless, paintable and highly
flexible, FS TT -S-001543. Equal to General Electric
1300 Series.
2.2 BACKER ROD:
A. Material: Open or expended polyurethane, open or
closed cell as recommended by sealant manufacturer,
compatible with sealant.
PART 3 - EXECUTION
3.1 INSPECTION:
A. Examine joints to be sealed for construction defects
which would adversely affect execution of work.
B. Ensure that concrete has cured 28 days minimum.
C. Do not start work until conditions are satisfactory.
3.2 PREPARATION:
A. Cleaning: Clean joint surfaces, using joint cleaner as
necessary, to be free of dust, dirt, oil, grease, rust,
lacquers, laitance, release agents, moisture, or other
matter which might adversely affect adhesion of
sealant.
B. Masking: Mask areas adjacent to joints.
3.3 APPLICATION:
A. Install backing material in joints using blunt
instrument to avoid puncturing. Do not twist rod while
installing. Install backing so that joint depth is 50
percent of joint width, but a minimum of 1/4 inch deep.
B. Apply sealant in joints using pressure gun with nozzle
cut to fit joint width. Make sure sealant is deposited
in uniform, continuous beads without gaps or air
pockets. Replace where gaps or air pockets occur.
C. Tool joints to required configuration with ten minutes
of sealant application. If masking materials are used,
remove immediately after tooling. Use an approved
method of removing excess sealant where applies or
where asked to have excess sealant removed by the
Architect and Resident Inspector.
JOINT SEALERS
07900 - 2
,o
3.4 CLEANING:
A. Remove excess materials adjacent to joints by
mechanical means or with xylol (xylene) or mineral
spirits as work progresses to eliminate evidence of
spillage or damage to adjacent surfaces.
B. Leave finished work in neat, clean condition with no
evidence of spill overs onto adjacent surfaces.
C. All exposed sealants used shall be of a type that can
receive any or all paints as specified.
END OF SECTION
JOINT SEALERS
07900 — 3
SECTION 08110
HOLLOW METAL WORK
PART 1 - GENERAL
1.1 DESCRIPTION:
A. Provide hollow metal doors and frames where shown on
the drawings, as specified herein, and as needed for a
complete and proper installation.
1.2 RELATED WORK:
A. Related Work Specified Elsewhere:
1. Section 09900 - Painting.
B. Commercial grade hollow metal products to be furnished
to the general contractor for installation as site
construction progress permits.
C. Lintels, sills, special fastening devices required for
installation of hollow metal products are listed in
their appropriate division and section as required for
construction.
D. Hardware and miscellaneous items related to hollow
•metal functions are listed in their respective section
of this specification.
1.3 REFERENCES:
A. Products supplied in this section must comply with
standards established by:
American National Standards Institute/Steel Door
Institute (A.N.S.I./S.D.I.) standard #100 "Recommended
Specifications for Standard Steel Doors and Frames."
American Society for Testing Materials (A.S.T.M.):
A.S.T.M. A366 Specifications for Steel, Carbon, Cold
Rolled Sheet, Commercial Quality
A.S.T.M. A568 Specifications for Steel, Carbon and
High Strength Low Alloy Hot Rolled
Strip, and Cold Rolled Sheet, General
Requirements
A.S.T.M. A525 Specifications for Steel Sheet, Zinc
Coated (galvanized) by the Hot Dip
Process, General Requirements
A.S.T.M. A526 Specifications for Steel Sheet, Zinc
Coated (galvanized) by the Hot Dip
process, Commercial Quality
HOLLOW METAL WORK
08110 - 1
1.4 DELIVERY STORAGE AND HANDLING:
A. Store doors and frames at building site under cover.
Place units on minimum 4" high wood blocking. Avoid
use of non -vented plastic or canvas shelters which
could create a humidity chamber. If cardboard wrapper
on doors becomes wet, remove carton immediately.
Provide 1/411 spaces between stacked doors to promote
air circulation.
PART 2 - PRODUCTS
2.1 MANUFACTURERS:
A. Curries Company or manufacturers submitting compliance
test data information certifying products as equal to
Curries' performance standards.
2.2 STEEL REQUIREMENTS:
A. All doors and frames to be manufactured of commercial
quality, stretcher leveled flatness, cold rolled steel
per A.S.T.M. A366 and A568 general requirements or
galvanized steel sheet shall be as per A.S.T.M. A525 or
A526 hot dip galvanized to A60 minimum coating weight
standard. Internal reinforcing may be manufactured of
hot rolled pickled and oiled steel per A.S.T.M. A569.
2.3 STEEL FRAMES:
A. Comply with A.N.S.I./S.D.I. 100. Provide metal frames
for doors of types and styles as shown in drawings and
schedules. Conceal fastenings, unless otherwise
indicated. Frame types, anchor requirements, and
locations shall be detailed on plans. Frames shall
comply with A.N.S.I./S.D.I. 119-1983, Level A, one
million cycle swing test performance for a 4070 door
frame.
B. Frames shall be constructed with 16 gauge (min) steel.
2.4 STEEL DOORS:
A. Comply with A.N.S.I./S.D.I. 100. Provide metal doors
in 16 gauge steel as specified on plans in accordance
with performance levels defined in A.N.S.I./S.D.I. 100
and A.N.S.I./S.D.I. A151.1-1987 Test Procedure and
Acceptance Criteria for Physical Endurance. Door size
cycle tested to be 4070 to minimum Level A performance
for 18 gauge door. Door core material shall be a
polystyrene slab (min. .24 U Factor), permanently
bonded to the inside of each face sheet, providing
rigidity, insulating and sound deadening properties to
the door. Door lock edge reinforcing shall be one -
HOLLOW METAL WORK
08110 - 2
piece, full height, 14 gauge channel. Door hinge edge
reinforcing shall be one-piece full height, 14 gauge
channel, formed and tapped for hinges. Both hinge and
lock channels to be welded to each face sheet of the
door. Top and bottom of doors shall be closed with a
minimum 16 gauge steel channel, welded to the face
sheets. Door edges (hinge and lock) may have an
exposed seam, in the center, or shall be welded, filled
and ground smooth the full height of the door
(seamless) or continuous wire welded seam full height,
filled and ground smooth (seamless). Door shall have a
beveled (1/8" in 211) lock edge and square hinge edge.
All doors shall be bonderized and finished as standard
with one coat of baked -on prime paint.
B. Reinforce face panels with internal welded steel 20
gauge stiffeners at 6" on center.
2.5 HARDWARE REINFORCING:
A. Reinforce, drill and tap doors and frames to receive
mortise hinges, locks, latches, flush bolts and
concealed door closers as required. Preparations shall
be in accordance with A.N.S.I. A115. Provide minimum
gauge hardware reinforcing for mortise or surface
applied hardware as follows:
Hinges - 10 gauge or equivalent number
of threads on doors.
- 7 gauge on frames.
Locks - 12 gauge or equivalent number
of threads.
Surface Closers - 12 gauge
Hold Open Arms - 12 gauge
Panic Devices - 12 gauge
Floor Check Hinges & Pivots - 7 gauge
Field drilling and/or tapping for surface applied
hardware is installation contractor's responsibility.
Some anchor hinge and pivot type hardware must be
drilled and tapped in the field by installer. Use
S.D.I. publication ##107 "Hardware on Steel Doors
(Reinforcement Application)" as a guide for
proper type of reinforcement and installation.
2.6 ANCHORS:
A. Provide sufficient anchorage to attach to wall in
accordance with A.N.S.I./S.D.I. 119 Test compliance
Level A of one million cycles, or anchorage as detailed
on plans to specific wall conditions.
2.7 FABRICATION:
A. As detailed on plans, fabricated "knock -down" frame
units to be delivered to job site.
HOLLOW METAL WORK
08110 - 3
PART 3 - EXECUTION
3.1 INSTALLATION
A. Erection Installation: Install hollow metal units in
accordance with manufacturer's instructions and final
shop drawings. Fit doors to frames and floors with
proper clearances and to achieve the maximum
operational effectiveness and appearance of each unit.
S.D.I. 105-87 "Recommended Erection Instructions for
Steel Frames" or "The Installation of Commercial Steel
Doors and Steel Frames, Insulated Steel Doors in Wood
Frames, and Builders Hardware" as published by the
D.H.I. are recommended guidelines.
B. In general install doors and frames in accordance with
SDI 100 and 105, respectively.
C. Install frames for doors plum, rigid and in true
alignment, and fastened so as to retain their position
and clearance during construction of partitions and
walls.
D. Ensure dimensional tolerance and stability of frames
for proper installation and operation of hardware and
doors.
E. Following installation, provide protection of frames
until frames are to be finish painted.
F. Touch up shop applied primer on doors and frames
following installation and just prior to finish
painting.
3.2 CLEAN UP
A. After completion, clean up all debris resulting from
this work and remove from the site.
END OF SECTION
HOLLOW METAL WORK
08110 - 4
SECTION 08410
ALUMINUM ENTRANCES
AND
STOREFRONTS
PART 1 - GENERAL
1.1 SUMMARY
A. Provide aluminum entrance doors and storefronts where shown
on the Drawings, as specified herein, and as needed for a
complete and proper installation.
B. Related Work Specified Elsewhere:
1. Section 08800: Glazing.
1.2 SUBMITTALS
A. Product data: Within 30 calendar days after the Contractor
has received the Owner's Notice to Proceed, submit:
1. Materials list of items proposed to be provided under
this Section;
2. Manufacturer's specifications and other data needed to
prove compliance with the specified requirements;
3. Shop Drawings in sufficient detail to show fabrication,
installation., anchorage, and interface of the work of
this Section with the work of adjacent trades;
4. Manufacturer's recommended installation procedures
which, when approved by the Architect, will become the
basis for accepting or rejecting actual installation
procedures used on the Work.
B. Samples: Accompanying the Shop Drawings, submit:
1. Sample of each exposed member.
2. Samples'of finish, showing color proposed for use on
this Work. Samples, when approved by the Architect,
will be used to verify that finish actually furnished.
1.3 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen thoroughly trained
and experienced in the necessary crafts and completely
familiar with the specified requirements and methods needed
for proper performance of the work of this Section.
PART 2 - PRODUCTS
2.1 ALUMINUM ENTRANCES
A. Provide aluminum entrances in the dimensions and
arrangements shown on the Drawings.
ALUMINUM ENTRANCES AND STOREFRONTS
08410-1
1. Entrance doors: Kawneer 11350" Medium Stile.
2. Finish:
a. Provide custom color as determined by the Architect.
Comply with AAMA 605.2 for "high performance organic
coatings on Architectural Extrusions and panels".
Fluoropolymer paint finish is an approved option.
B. Provide aluminum storefront members in the dimensions and
arrangements shown on the Drawings.
1. Storefront system: Kawneer "TRIFAB II - 451" or equal
product of another manufacturer approved in advance by
the Architect.
2. Frame members to be designed specifically to flush glaze
1" insulating glass with elastometric gaskets inside and
outside.
3. Finish shall match Aluminum Entrance doors.
2.2 FINISH HARDWARE
A. Prepare for, receive, and install all finish hardware.
B. Procedures:
1. Perform all fitting of finish hardware to doors and
frames at the factory; except do not drill or tap for
surface mounted items -until time of installation at the
site.
2. Comply with finish hardware manufacturer's instructions
and template requirements.
3. Use concealed fasteners to the maximum extent
practicable.
2.3 FABRICATION
A. Fabricate in strict accordance with the manufacturer's
specifications and Shop Drawings as approved by the Archi-
tect, prefabricating in the shop to the maximum extent
practicable.
B. Provide hairline fit at joints, with smooth continuity of
line and accurate relation of planes and angles.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this
Section will be performed. Correct conditions detrimental
to timely and proper completion of the Work. Do not
proceed until unsatisfactory conditions are corrected.
ALUMINUM ENTRANCES AND STOREFRONTS
08410-2
3.2 COORDINATION
A..Coordinate as required with other trades to assure proper
and adequate provision in the work of those trades for
interface with the work of this Section.
B. Make measurements as required in the field to assure proper
fit.
3.3 INSTALLATION
A. Install the work of this Section in strict accordance with
the original design, the approved Shop Drawings, pertinent
requirements of governmental agencies having jurisdiction,
and the manufacturer's recommended installation procedures
as approved by the Architect, anchoring all components
firmly into position for long life under hard use.
B. Remove protective coating completely from exposed surfaces
as soon as progress of the Work will permit with safety.
END OF SECTION
ALUMINUM ENTRANCES AND STOREFRONTS
08410-3
SECTION 08800
GLAZING
PART 1 - GENERAL
1.1 SUMMARY
A. Provide glazing and glazing accessories where shown on the
Drawings, as specified herein, and as needed for a complete
and proper installation.
B. Related Work Specified Elsewhere:
1. Section 08410 - Aluminum Entrances and Storefronts.
1.2 SUBMITTALS
A. Product data: Within 60 calendar days after the Contractor
has received the Owner's Notice to Proceed, submit:
1. Materials list of items proposed to be provided under
this Section;
2. Manufacturers' specifications and other data needed to
prove compliance with the specified requirements;
3. Manufacturers' recommended installation procedures
which, when approved by the Architect, will become the
basis for accepting or rejecting actual installation
procedures used on the Work.
B. Samples: Accompanying the above product data, submit:
1. Samples of each type of glass and glazing bead proposed
to be used;
1.3 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen thoroughly trained
and experienced in the necessary crafts and completely
familiar with the specified requirements and methods needed
for proper performance of the work of this Section.
B. In addition to complying with pertinent codes and regula-
tions of governmental agencies having jurisdiction, comply
with pertinent recommendations contained in:
1. Flat Glass Marketing Association:
a. "Sealant Manual";
b.. "Glazing Manual";
2. ASTM publications pertaining to glazing.
PART 2 - PRODUCTS
2.1• GLASS
A. General:
1. For all glass, provide the type and thickness shown on
GLAZING
08800 - 1
the Drawings or specified herein.
B. Tempered or heat -strengthened clear glass:
1. Comply with ASTM C1-48-90 and ANSI Z97.1-84 for fully
tempered or heat -strengthened glass where indicated on
the Drawings, and elsewhere as required by governmental
agencies having jurisdiction.
2. Glass for tempering:
a. For float glass, clear, use Type I, Class 1, Quality
q5;
b. Prior to tempering or heat treating, seam glass on
required sizes as determined by accurate measure-
ments of the openings to be glazed, making allow-
ances for required edge clearances and glass lap in
accordance with industry standards.
c. Clean cut edges in accordance with the glass manu-
facturer's recommendations.
d. Edge treatment in the field is not permitted.
e. Except as otherwise approved in advance by the
Architect, when tong marks are required locate at
bottom edge of the lite and concealed by the glazing
rabbet.
f. Warpage greater than permitted by the referenced
standards will not be approved.
2.2 OTHER MATERIALS
A. Provide other materials, not specifically described
required for a complete and proper installation, as
selected by the Contractor subject to the approval
Architect.
PART 3 — EXECUTION
3.1 SURFACE CONDITIONS
but
of the
A. Examine the areas and conditions under which work of this
Section will be performed. Correct conditions detrimental
to timely and proper completion of the Work. Do not
proceed until unsatisfactory conditions are corrected.
B. Clean glazing channels, stops, and rabbets to receive the
glazing materials, making free from obstructions and
deleterious substances which might impair the work.
1. Remove protective coatings which might fail in adhesion
or interfere with bond of sealants.
2. Comply with manufacturers' instructions for final
wiping of surfaces immediately prior to application of
primer and glazing compounds or tapes.
3. Prime surfaces to receive glazing compounds in
accordance with manufacturers' recommendations.
GLAZING
08800 - 2
3.2 INSTALLATION
A. Inspect each piece of glass immediately prior to start of
installation.
1. Do not install items which are improperly sized, have
damaged edges, or are scratched, abraded, or deficient
in any other manner.
2. Where labels are provided by the glass supplier, do not
remove such labels until so directed by the Architect.
3. Install glass so distortion waves, if present, run in
the horizontal direction.
B. Locate sill setting blocks of standard width and thickness
at quarter points of all glass lites unless otherwise
recommended by the glass manufacturer or supplier.
1. Use blocks of proper Durometer, size, and thickness to
support the glass in accordance with the manufacturer's
recommendations.
2. Provide spacers for all glass sizes larger than 50
united inches, to separate glass from stops; except
where continuous glazing gaskets or other resilient
glazing materials are used.
a. Locate spacers no more than 600 mm (2411) apart, and
no closer to a corner than 300 mm (1211).
b. Place spacers opposite one another.
c. Provide glass lap and edge clearances as required by
the governmental agencies having jurisdiction.
C. Set glass in a manner which produces the greatest possible
degree of uniformity in appearance, locating all "bugs" in
lower right hand interior corner.
1. Do not use two different glazing materials in the same
joint system unless the joint use is recommended by the
manufacturer and approved in advance by the Architect.
2. If necessary, mask or otherwise protect surfaces adja-
cent to installation of sealants.
3. Cut and seal the joints of glazing gaskets in accor-
dance with the manufacturer's recommendations, to pro-
vide watertight and airtight seal at corners and other
locations where joints are required.
3.3 PROTECTION
A. Where so directed, protect glass from breakage after in-
stallation by promptly installing streamers or ribbons,
suitably attached to the framing and held free from glass.
END OF SECTION
GLAZING
08800 - 3
SECTION 09200
LATH AND PLASTER
PART 1 - GENERAL
1.1 DESCRIPTION:
A. Provide Lathing and Plastering where shown on the
drawings, as specified herein, and as needed for a
complete and proper installation.
1.2 RELATED WORK:
A. Related Work Specified Elsewhere:
1.
Section
04253
- Simulated Stone Veneer
2.
Section
04255
- Adhered Masonry Veneer
3.
Section
09311
- Ceramic Tile
4.
Section
09830
- Elastomeric Coating
1.3 WORK INCLUDED:
A. Work includes lath and cement plaster for:
1. Exterior surfaces and soffits.
2. Exterior base coats for wall surfaces indicated to
receive simulated stone veneer, adhered masonry
veneer and ceramic tile .
1.4 QUALITY ASSURANCE:
A. Regulatory Requirements:
1. Comply with applicable codes and regulations of
governmental agencies having jurisdiction.
2. Where requirements of applicable codes, regulations
and standards conflict with this specification,
comply with the more stringent provisions.
B. Source Quality Control:
1. Tests: Materials for which physical characteristics
have been stipulated shall have had such
characteristics independently confirmed by
laboratory tests employing industry -recognized
procedures. Both the laboratory performing the
tests and the test methods employed will be subject
to the approval of the Architect.
1.5 SUBMITTALS:
A. Product Data: Submit complete manufacturer's
descriptive literature and specifications.
1. Materials List: Submit complete lists of materials
proposed for use, giving the manufacturer's name,
catalog number, and catalog cut for each item where
applicable.
LATH AND PLASTER
09200 - 1
2. Manufacturer's Recommendations: Submit the
manufacturer's current recommended methods of
installation, including relevant limitations, safety
and environmental cautions, and applications rates.
B. Samples: The Plastering Contractor shall prepare 3 foot
square sample of the plaster finish for approval of the
Architect.
C. Test Reports: When, and as directed by the Architect,
submit certified laboratory test reports confirming
physical characteristics of materials used in the
performance of the work of this section.
1.6 DELIVERY, STORAGE AND HANDLING:
A. Protection: Use all means necessary to protect the
materials of this section before, during and after
installation.
1. Deliver manufactured materials in original unopened
packages or containers, with manufacturer's label
intact and legible.
B. Replacements: In the event of damage, immediately make
repairs and replacements necessary to the approval of
the Architect and at no additional cost to the Owner.
1.7 PROJECT CONDITIONS:
A. Environmental Requirements: -
1. Protect cement plaster from uneven and excessive
evaporation during hot, dry weather. Protect
adjacent surfaces from plastering material by
masking to avoid unnecessary cleaning.
PART 2 - PRODUCTS
2.1 PLASTER MATERIALS:
A. Portland Cement: ASTM C 150, Type 1.
B. Special Finishing Hydrated Lime: ASTM C 206, Type S.
C. Aggregates: ASTM C 144 clean and well graded sand.
D. Filler: AR Glass Fiber or 15 Denier polypropylene
fibers.
E. Water: Potable.
F. Finish Coat:
1. Exterior: Light Sand, gun applied finish coat.
LATH AND PLASTER
09200 - 2
2.2 LATH MATERIALS:
A. Metal Lath:
1. Horizontal: Expanded diamond mesh weighing 3.4
pounds per square yard, fabricated from galvanized
steel sheets.
2. Vertical: Aqua -K -Lath by Tree Island Steel, Inc.
B. Stucco Lath: 16 gage self -furring woven wire fabric
mesh, two inch maximum openings, fabricated from zinc
coated galvanized steel wire, Type I, Grade B.
C. Fasteners: No. 12 gage cap nail. Provide furring
nails and staples as required. At soffit provide 10d
nails over lath held with 1-1/2 inch stronghold staple,
22 inches on -center at every joist. Soffit nails use 9
gage roofing nails with 7/16 inch head or 9 gage zinc
plated earthquake staple at six inches on center.
D. Weatherproof Backing: Building paper conforming to FS
UU-B-790, Style 2, Grade B.
E. Tie and String Wire: 18 gage, galvanized.
F. Screeds: 26 gage, galvanized, expansion screed with
single point screed painted.
G. Expanded Corner Bead: 2 5/8" flange with solid metal
nose.
H. Joints: Products of Milcor Division, Inryco, Inc.:
1. Control Joints: No. 15 narrow profile, galvanized
or zinc alloy.
2. Expansion Joint: No. 40 as detailed, galvanized or
zinc.
I. Expanded flange Casing Bead: 24 gage square galvanized
at doors, windows or other openings as required. Use
when plaster terminates against dissimilar materials
and paint where exposed.
J. Foundation Weep Screeds: Superior SWS, painted.
K. All exposed aluminum/metal molding shall be painted per
paint section of this specification.
2.3 MIXES:
A. General: Mix factory prepared cement plaster in
accordance with manufacturer's instructions. Use
mechanical mixer free of hardened materials.
LATH AND PLASTER
09200 - 3
B. Proportions: Conform to recommendation of the
California Lathing and Plastering Contractors
Association, Inc. (CLPCA) for the first and second
coats. Mix plaster proportions in accordance with
Table 47-F of UBC.
1. Base Coats:
a. One part portland cement.
b. One twelfth part lime.
C. Two to four parts sand.
2. Finish Coat:
a. One part portland cement.
b. One to two parts lime.
C. Three parts sand.
PART 3 - EXECUTION
3.1 LATHING:
A. Lap weatherproof backing not less than six inches at
vertical joints and two inches at horizontal joints.
Attachment of string wire and stucco mesh shall be of
type, size and spacing as required by applicable Codes
and Regulations.
B. Metal Lath: Fasten to horizontal surfaces with
fasteners scheduled in U.B.C. Do not continue lath
across control joints, but keep weather resistant
building paper continuous.
1. Apply over weatherproof backing.
2. Provide metal beads at exterior corners and metal
reinforcing at interior corners.
C. Protect expansion screeds and vent screeds with non-
staining tape or other suitable material. Locate all
expansion screeds per Drawings.
D. Provide 1 by 2 wood screeds in stucco where attachment
of other building elements is required.
E. Pay particular attention to the alignment of grounds
forming plaster details. Provide plaster details which
are straight and true and uniformly formed.
3.2 APPLICATION:
A. General: Provide three coat application, 7/8" thick.
B. Wet base with fine fog spray to produce uniform moist
conditions. Apply bonding agent in strict accordance
with manufacturer's directions.
4
LATH AND PLASTER
09200 - 4
C. Machine apply base coats. Apply scratch and brown
coats over metal lath only. Straighten all surfaces to
true planes, free of imperfections. First coat
thickness 3/8 inch thick. Second coat total thickness
3/4 inch.
1. Apply scratch and brown coat over waterproof
membrane/mesh at simulated stone veneer and adhered
masonry veneer in areas shown on the drawings.
2. Apply scratch coat over waterproof membrane/mesh as
a backing for exterior ceramic tile in areas shown
on the drawings.
3.3 CURING:
A. Scratch coat: Keep moist 48 hours.
B. Brown coat: Cure at least seven days. Keep moist 48
hours.
3.4 ADJUSTING AND CLEANING:
A. Remove plaster and protective materials from adjacent
surfaces. Cut out and patch defective plaster.
B. Completely clean all expansion joint slots.
END OF SECTION
LATH AND PLASTER
09200 - 5
SECTION 09311
CERAMIC TILE
PART 1 — GENERAL
1.1 DESCRIPTION:
A. Provide Ceramic Tile where shown on the drawings, as
specified herein, and as needed for a complete and
proper installation.
1.2 RELATED WORK:
A. Related Work Specified Elsewhere:
1. Section 09200 - Lath and Plaster: Portland cement
scratch coat for vertical tile surfaces.
1.3 QUALITY ASSURANCE:
A. Regulatory Requirements:
1. In addition to complying with applicable codes and
regulations of governmental agencies having
jurisdiction, comply with the applicable
requirements of the referenced standards.
2. Where the requirements of applicable codes,
regulations and standards conflict with this
Specification, comply with the more stringent
provisions.
3. Conform to ANSI / TCA A137.1 for tile. Conform to
ANSI / TCA A108, 10 for installation of grout.
B. Source Quality Control:
1. Certification: Furnish manufacturer's Master
Grade Certificates for tile proposed to be
installed. Certificates shall be on standard
forms of the Tile Council of America (TCA) and
shall certify type, grade and quality of tile.
C. Qualifications:
1. Manufacturer: The manufacturer shall have a
minimum five years experience.
2. Installer: The subcontractor shall specialize in
applying ceramic tile with a minimum of five years
experience.
1.4 SUBMITTALS:
A. Product Data: Submit complete manufacturer's
descriptive literature, and specifications.
1. Materials List: Submit complete lists of
materials proposed for use, giving the
manufacturer's name, catalog number, and catalog
cut for each item where applicable.
CERAMIC TILE
09311 - 1
2. Manufacturer's Recommendations: Submit the
manufacturer's current recommended methods of
installation.
B. Samples: Submit samples of each type, class and color
of tile required, not less than twenty-four inches
square on plywood or hardboard backing and grouted as
required. Architect review will be for color pattern
and texture only. Compliance with all other
requirements is the exclusive responsibility of the
Contractor.
1.5 DELIVERY, STORAGE AND HANDLING:
A. Protection: Use all means necessary to protect the
materials of this Section before, during and after
installation.
1. Deliver manufactured materials in original sealed
containers with manufacturer's name, brand and
grade seals affixed or sealed within per ANSI/TCA
A137.1.
2. Keep materials dry until used.
3. Store and protect products in dry, secure areas.
B. Replacements: In the event of damage, immediately make
repairs and replacements necessary to the approval of
the Architect and at no additional cost to the Owner.
PART 2 - PRODUCTS
2.1 MATERIALS:
A. Provide ceramic tile in locations as shown and
indicated of the drawings. The determination and
selection of all materials shall be determined by the
Architect.
2.2 MORTAR AND GROUT MATERIALS:
A. Portland Cement: ANSI / TCA A118.1 and A118.4.
B. Hydrated Lime: ASTM C 207, Type S.
C. Sand: ASTM C 144.
D. Latex -Portland and Cement Mortar: Latex modified
portland cement dry -set mortar, ANSI A118.4, equal to
Dal -Tile DQ 800.
E. Grout: Approved standard product factory mixed and
packaged portland cement tile grout material containing
waterproofing and curing admixtures.
CERAMIC TILE
09311 - 2
2.3 OTHER MATERIALS:
A. Other materials, not specifically described but
required for a complete and proper installation of the
work of this section, shall be new, first quality of
their respective kinds, and subject to approval of the
Architect.
PART 3 - EXECUTION
3.1 INSPECTION:
A. Inspection: Carefully inspect all surfaces to receive
tile. Do not apply materials until any necessary
corrections are made.
' B. Examine wall substrates, setting beds and accessories
before tile installation begins to assure that
substrates are plumb and in a true plane within 1/8
inch in 8 feet for dry set or latex portland cement
mortar methods.
3.2 PREPARATION:
A. Protect all surrounding work from damage or
disfiguration.
3.3 MIXING:
A. Mix Latex -Portland cement mortar in accordance with
manufacturer's instructions .
B. During use, remix mortar occasionally. Additional
water or fresh materials shall not be added after
initial mixing. The mortar shall not be used after
initial set.
3.4 INSTALLATION:
A. Thoroughly soak all non -vitreous tile at least one-half
hour in clear water and drain off excess, leaving no
free water on back of tile. Any tile left out of water
for more than two hours shall be resoaked.
B. ANSI Standards: Comply with applicable requirements of
the following, except as otherwise indicated.
1. ANSI A108.1 for Glazed Wall Tile, Ceramic Mosaic
Tile, Quarry Tile and Paver Tile installed with
Portland Cement Mortar.
C. Mortar application:
1. Clean surface thoroughly. Dampen if very dry but
do not saturate.
2. Apply mortar with flat side of trowel over an area
CERAMIC TILE
09311 - 3
no greater than can be covered with tile while
mortar remains plastic.
3. Cover surface uniformly with no bare spots with
sufficient mortar to ensure a minimum mortar
thickness of 3/32 inch between tile and backing
after tile has been beaten into place. Tile shall
not be applied to skinned -over mortar.
D. Application of Grout:
1. Mixing: Refer to grout mix and latex
manufacturer's directions.
2. Dry blend contents of an entire container or grout
prior to mixing with water or latex.
3. Use caution to prevent scratching or damaging of
tile surfaces.
4. Dampen dry joints prior to grouting. Do not leave
puddles of water in joints before grouting.
5. Force a maximum amount into the joints. Cushion
edge tile shall be finished evenly to the depth of
the cushion. Square -edge tile shall be finished
flush with the surface.
6. The finished joint shall be uniform in color,
smooth and without pinholes, voids or low spots.
E. Expansion Joints: Provide 1/4 inch wide expansion
joints in all tile fields over 30 feet in any direction
and at perimeter of all floor tile adjacent to tile
base or other fixed vertical surface. Conform to
appropriate TCA installation method EJ171-89.
F. Setting:, Layout work according to patterns detailed or
approved. Lay out so that fields or patterns center
exactly on the areas and on architectural features so
that whenever possible no tile that is less than half
size occurs. Align joints vertically and horizontally.
No staggered joints will be permitted. Firmly imbed
and beat tile into mortar with all finished surfaces
brought to true and level planes. Fill joints full
with grout, wipe excess grout from tile faces, and
leave all joints finished at uniform depth.
G. Grout shall be mixed and applied in accordance with the
referenced standards. Force a maximum of grout into
all joints. Before grout sets, strike or tool the
joints cushion -edge tile to depth of cushion, filling
gaps, and with square -edged tile, fill joints, flush
with their surface.
3.5 ADJUSTING AND CLEANING:
A. Finished Tile Work: Leave finished installation clean
and free of cracked, chipped, broken, unbonded, or
otherwise defective tile work.
CERAMIC TILE
09311 - 4
B. Cleaning: Thoroughly clean tile of all stains and
grout residue. Acid or acid cleaners shall not be used
for the cleaning of glazed tile.
3.6 PROTECTION:
A. Apply to clean, completed tile walls a protective coat
of neutral cleaner solution, one part cleaner to one
part water.
B. Immediately prior to final acceptance of tile work,
rinse protective coat of neutral cleaner from all tile
surfaces.
END OF SECTION
CERAMIC TILE
09311.- 5
SECTION 09830
ELASTOMERIC COATINGS
PART 1 - GENERAL
1.1 SUMMARY
A. Provide elastomeric coatings where shown on the Drawings,
as specified herein, and as needed for a complete and
proper installation.
1.2 RELATED WORK:
A. Related Work Specified Elsewhere:
1. Section 09200 - Lath and Plaster.
2. Section 09900 - Painting
1.3 SUBMITTALS
A. Product data: Within 60 calendar days after the Contractor
has received the Owner's Notice to Proceed, submit:
1. Materials list of items proposed to be provided under
this Section;
2. Manufacturer's specifications and other data needed to
prove compliance with the specified requirements;
3. Proof that the proposed subcontractor is currently
approved for this purpose by the manufacturer of the
approved materials;
4. Color chips or color samples showing colors and textures
currently available in the proposed products;
5. Manufacturer's recommended installation procedures
which, when approved by the Architect, will become the
basis for accepting or rejecting actual installation
procedures used on the Work.
1.4 DEFINITIONS
A. Tensile strength is the amount of force expressed in pounds
per square inch required to rupture a detached film of
paint at the moment of rupture. For specimen comparison,
film thickness must be the same.
B. Elongation is the increase in length under tension of a
detached film of paint expressed as a percentage of its
original length. For specimen to specimen comparisons, film
thickness must be the same.
1.5 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen thoroughly trained
and experienced in the necessary crafts and completely
familiar with the specified requirements and methods needed
ELASTOMERIC COATINGS
' 09830-1
for proper performance of the work of this Section.
B. Use a subcontractor who is currently approved in writing by
the manufacturer of the approved materials.
1.6 PROJECT CONDITIONS
A. Environmental Requirements:
1. Apply coating under environmental conditions no less
stringent than those stipulated by the manufacturer.
2. Measure moisture content of surfaces using an electronic
moisture meter. Do not apply material unles moisture
contents are below:
a. Plaster: 8 percent
b. Concrete: 12 percent
c. Masonry: 12 percent
d. Wood: 15 percent
PART 2 - PRODUCTS
2.1 ELASTOMERIC COATINGS
A. The design is based on products as manufactured by
Dunn -Edwards Paints. Products listed by manufacturer's
number will serve as the standard by which proposed
materials will be evaluated for acceptance.
B. Provide colors and textures selected by the Architect from
standard colors and textures of the approved manufacturer.
C. Project requires more than one color. Provide masking and
protection of adjacent surfaces to protect existing colors,
materials and surfaces as required.
D. Materials shall consist of a 100 percent acrylic
elastomeric wall finishing system designed for use over
exterior concrete, masonry and properly prepared wood
consisting of the following:
a. 1st Coat: Blocfil Smooth (W 305)
b. 2nd Coat: Endurawall (W 370)
c. 3rd Coat: Endurawall (W370)
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this
Section will be performed. Correct conditions detrimental
to timely and proper completion of the Work. Do not
proceed until unsatisfactory conditions are corrected.
B. Surfaces must be clean, dry and free from grease and other
contaminants.
ELASTOMERIC COATINGS
09830-2
C. Repair all cracks with approved, appropriate filler.
3.2 INSTALLATION
A. Coordinate as required with other trades to assure proper
and adequate provision in the work of those trades for
interface with the work of this Section.
B. Install the work of this Section in strict accordance with
the original design, pertinent requirements of governmental
agencies having jurisdiction, and the manufacturer's
recommended installation procedures as approved by the
Architect.
C. Apply product utilizing airless spray equipment in
accordance with manufacturers recommendations by an
approved applicator experienced in applying the specified
system.
1. Use equipment capable of pumping two gallons per minute
or more. Tip size shall range be .025" through .031".
2. Dry film thickness after two coat application shall be
12 to 16 mils at a coverage of 50 square feet per
gallon.
D. Apply the product directly from the manufacturers
container. Do not thin.
3.3 PROTECTION
A. Provide wet paint signs, barricades and other devices as
required to protect newly finished surfaces.
END OF SECTION
ELASTOMERIC COATINGS
09830-3
SECTION 09900
PAINTING
PART 1 - GENERAL
1.1 DESCRIPTION:
A. Provide Finish Painting where shown on the drawings, as
specified herein, and as needed for a complete and
proper installation.
1.2 RELATED WORK:
A. Related Work Specified Elsewhere:
1. Section 09200 - Lath and Plaster.
2. Section 09830 - Elastomeric coating.
1.3 WORK INCLUDED:
A. Surface preparation.
B. Prime coat application.
C. Intermediate coat application.
D. Finish coat application.
E. Upon completion of work under this contract, all
surfaces within the contract limits and within vision,
will have a painters finish on the exterior except
excluded items defined herein. (Include all roof
mounted mechanical and electrical equipment factory
primed or factory finished and in full view.)
1.4 WORK NOT INCLUDED:
A. Surfaces Not To Be Painted:
1. Prefinished wall, ceiling and floor coverings.
2. Items with factory -applied final finish (except
roof -mounted equipment as defined above).
3. Concealed ducts, pipes and conduit.
4. Glass, plastic laminate, ceramic tile, anodized
aluminum, stainless steel or chromium plating.
5. Surfaces specifically scheduled or noted on the
drawings not to be painted.
6. Equipment identification, performance rating, name
or nomenclature plates or code required labels.
1.5 SUBMITTALS:
A. Submit three samples 8-1/2 inches by 11 inches in size
illustrating range of colors and textures available for
each surface finishing product scheduled for selection.
PAINTING
09900 - 1
ft
J
B. Manufacturer's application instructions.
1.6 QUALITY ASSURANCE:
A. Product Manufacturer: Company specializing in
manufacturing quality paint and finish products with
ten years experience.
B. Applicator: Company specializing in commercial
painting and finishing with five years experience.
C. Field Samples:
1. Provide sample under provisions of Section 01340.
2. Provide field sample panel, illustrating coating
color, texture and finish for each color
scheduled.
3. Locate as approved by Architect.
4. Approved sample may remain as part of the work.
5. Do not proceed with coating application until
sample panel has been approved.
1.7 REGULATORY REQUIREMENTS:
A. Conform to Environmental Protection Agency (EPA),
California Air Resources Board (CARB) and South Coast
Air Quality Management District (SCAQMD) regulations.
B. Comply with applicable codes and regulations of
governmental agencies having jurisdiction including
those having jurisdiction over airborne emissions and
industrial waste disposal. Where those requirements
conflict with this specification, comply with the more
stringent provisions.
1.8 DELIVERY, STORAGE AND HANDLING:
A. Deliver products to site in sealed original containers.
B. Container labeling to include manufacturer's name, type
of paint, brand code, coverage, surface preparation,
drying time, clean-up, color designation and
instructions for mixing and reducing.
C. Provide adequate storage facilities. Store paint
materials at minimum ambient temperature of 45 degrees
F and maximum of 90 degrees F, in well ventilated area
unless required otherwise by manufacturer's
instructions.
D. Take precautionary measures to prevent fire hazards and
spontaneous combustion.
PAINTING
09900 - 2
C
a c
46
E. Provide replacements, and make immediate repairs in the
event of damage to the approval of the Architect and at
no additional cost to the Owner.
1.9 PROJECT SITE CONDITIONS:
A. Provide continuous ventilation and heating facilities
to maintain surface and ambient temperatures above 45
degrees F for 24 hours before, during and 48 hours
after application of finishes, unless required
otherwise by manufacturer's instructions.
B. Do not apply exterior coatings during rain, or when
relative humidity is above 50 percent, unless required
otherwise by manufacturer's instructions.
C. Minimum Application Temperature for Latex Paints: 45
degrees F for interiors; 50 degrees F for exterior,
unless required otherwise by manufacturer's
instructions.
D. Minimum Application Temperature for Varnish and
Transparent Finishes: 65 degrees F for interior or
exterior, unless required otherwise by manufacturer's
instructions.
E. Provide lighting levels sufficient to conduct painting
operations.
F. Measure moisture content of surface using an electronic
moisture meter. Do not apply finishes unless moisture
content of surfaces are below the following maximums:
1. Plaster and Gypsum Wallboard: 12 percent.
2. Masonry, Concrete and Concrete Unit Masonry: 12
percent.
3. Interior Located Wood: 15 percent, measured in
accordance with ASTM D2016.
4. Exterior Located mood: 19 percent, measured in
accordance with ASTM D2016.
G. Beginning of installation means acceptance of existing
surfaces.
1.10 MAINTENANCE:
A. Extra material to be not less than one full gallon of
each color, type of paint, in new unopened containers.
Label each container for identification.
PART 2 - PRODUCTS
2.1 ACCEPTABLE MANUFACTURERS:
A. Paint colors are based on the products manufactured by
PAINTING
09900 - 3
Dunn -Edwards Corporation, Los Angeles, CA (213) 771-
3330, Frazee Paint Company, Anaheim, CA (714) 630-
8040, and
B. Stain colors are based on the products manufactured by
Ace Hardware Co..
2.2 MATERIALS:
A. Paints: provide ready -mixed, except field catalyzed
coatings. Pigments shall be fully ground maintaining
soft paste consistency, capable of being readily and
uniformly dispersed to a complete homogeneous mixture.
B. Paint Accessory Materials: Other materials not
specified but required to achieve required finishes
shall be -of high quality and approved by the
manufacturer.
C. Paints shall have
and be capable of
sags.
PART 3 - EXECUTION
3.1 .EXAMINATION:
good flowing and brushing properties
drying or curing free of streaks and
A. Prior to commencing the work of this section, carefully
inspect previously installed work and verify that such
work is complete to the point where this installation
may properly commence.
B. Verify that work of this section may be installed in
accordance with applicable codes, regulations and
standards, the Contract Documents and the approved
submittals.
3.2 PREPARATION:
A. Protection: Protect previously installed work and
materials which may be affected by work of this
section.
B. Surface Preparation:
1. Perform preparation and cleaning procedures in
accordance with coating manufacturer's
instructions for each substrate condition.
2. Concrete and masonry surfaces shall be cleaned
free of all dirt, efflorescence and other foreign
matter. Glazed surfaces on concrete shall be
roughened to uniform texture.
3. Ferrous metal not provided with a shop prime shall
be cleaned free of oil, grease and foreign matter.
Scratched and abraded areas shall be touched up
with a corrosion resistant primer. Shop primed
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surfaces shall be reprimed then finished with
appropriate intermediate and finish coats.
4. Galvanized metal shall be cleaned free of oil and
pretreated with the manufacturer's recommended
pretreatment. Cleaned and pretreated galvanizing
metal shall be primed the same day that cleaning
had been performed.
5. Remove hardware and accessories, machined
surfaces, plates, lighting fixtures and similar
items in place and not to be finish painted, or
provide surface applied protection. Reinstall
removed items. Mask all fire rating labels on
doors before painting and remove when finished.
6. Seal wood required to be job -painted. Prime
edges, ends, face underside and backsides of
surfaces. Use spare varnish for backpriming where
transparent finish is required.
7. Shellac and seal marks which may bleed through
surface finishes.
8. Shop Primed Steel Surfaces: Sand and scrape to
remove loose primer and rust. Feather edges to
make touch-up patches inconspicuous. Clean
surfaces with solvent. Prime bare steel surfaces.
3.3 MATERIAL PREPARATION:
A. Mix, prepare and store painting and finishing materials
in accordance with manufacturer's directions.
3.4 APPLICATION:
A. , Apply painting and finishing materials'in accordance
with the manufacturer's submittals, as approved. Use
applicators and techniques best suited for the material
and surfaces to which applied.
B. The number of coats specified is the minimum that shall
be applied. Apply additional coats when undercoats,
stains or other conditions show through final paint
coat, until paint film is of uniform finish, color and
appearance. Second coat shall be tinted a different
shade from the first and third coats.
C. Paint surfaces behind movable equipment and furniture
same as similar exposed surfaces. Paint surfaces
behind permanently fixed equipment or furniture with
prime coat only, wherever possible.
D. Finish exterior doors on tops, bottoms and edges same
as exterior faces, after fitting.
E. Sand lightly and dust clean between succeeding coat.
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F. Reprime shop primed metal surfaces. Apply prime coat
to material which is required to be painted or finished
and which is required to be painted or finished, and
which has not been prime coated by others.
G. Apply each material at not less than the manufacturer's
recommended spreading rate to provide a total dry film
thickness of not less than 5.0 mils for the entire
coating system of prime and finish coats for 3 -coat
work.
H. Provide a total dry film thickness of not less than 3.5
mils for the entire coating system of prime and finish
coat for 2 -coat work.
I. Prime back surfaces of interior and exterior wood work
.with primer coat.
3.5 ADJUSTING AND CLEANING:
A. Remove, finish or repaint work not in compliance with
specified requirements.
B. Keep premises free from unnecessary accumulation of
tools, equipment, surplus materials and debris.
C. Promptly remove paint where spilled, splashed, smeared
and splattered.
D. Upon completion of work, leave premises neat and clean
to satisfaction of Owner.
END OF SECTION
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