HomeMy WebLinkAbout2008-213 (8)SECTION 02270
EROSION CONTROL
PART 1 - GENERAL
1.01 WORK INCLUDED
A. The work of this section consists of furnishing all necessary labor, equipment, material and
transportation necessary to provide temporary and permanent erosion and sediment control
as required by appropriate government agency permits, the plans and as noted in this
specification. The Contractor shall execute and provide all necessary BMP's, monitoring
and maintenance as outlined in the Stormwater Pollution Prevention Plan (SWPPP)
developed for this project.
PART 2 - PRODUCTS
N/A
PART 3 - EXECUTION
3.01 INSTALLATION
A. Install temporary erosion and sediment control items prior to clearing and commencing
earthwork or as soon as practical as site work progresses.
3.02 BEST MANAGEMENT PRACTICES (BMP's)
A. Stabilization of Denuded Areas: No disturbed area may be denuded for more than thm
calendar days (or 72 hours for sloped banks of 3:1 or greater), excluding travel ways,
unless otherwise authorized by the Owner's Engineer. During construction, denuded areas
shall be covered by mulches such as straw, hay, filter, seed and mulch, sod or some other
permanent vegetation. Within sixty (60) calendar days after final grade is established on
any portion of a project site, that portion of the site shall be provided with established
permanent soil stabilization measures per the construction drawings, whether by
impervious surface or landscaping.
B. Protection and Stabilization of Stockpiles: Fill material stockpiles shall be protected at all
times by on-site drainage controls which prevent erosion of the stockpiled material.
Control of dust from such stockpiles may be required, depending upon their location and
the expected length of time the stockpiles will be present. In no case shall an unstabilized
stockpile remain after thirty 00) calendar days.
C. Protection of Existing Storm Sewer Systems: During construction, all storm sewer inlets
shall be protected by approved sediment traps such as secured hay bales, sod, stone, etc.,
which shall be maintained and modified as required by construction progress, and which
must be approved by the Owner's Engineer,
D. Sediment Trapping Measures: Sediment basins and traps, perimeter berms, filter fences,
berms, sediment barriers (hay bales), vegetative buffers and other measures intended to
trap sediment and/or prevent the transportation of sediment onto adjacent properties, or
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strike off, consolidate, and finish the pavement to the required cross section.
E. Concrete Saw - Concrete saw(s) shall be capable of cutting hardened concrete neatly to the
dimensions specified on the Plans. The saw(s) shall be equipped with a suitable guard and
protective eye ware.
F. Joint Sealing Equipment - Sealing equipment shall be capable of installing the sealant in joints in
accordance with the manufacturer's recommendations.
G. Membrane Compound Sprayer - A pressure sprayer capable of applying a continuous uniform film
shall be required.
2.02 FORMS
A. Unless special provision is made for use of wood, all side forms for this work shall be of metal
of a depth at least equal to the edge thickness of the pavement, except that it is permissible
to increase the depth of forms by fastening boards under the forms. The sections shall have a
length of at least ten feet each, except on curves of less than 150 foot radius, where other materials
may be used as provided in Paragraph C, below. Forms with a height of eight or more inches shall
have a base width of at least eight inches. Other forms shall have a minimum base width of six
inches. When set to grade and staked in place, the maximum deviation of the top surface of any
section from a straight line shall not exceed 1/8 inch.
B. The method of connection between sections shall be such that the formed joint shall be free
from play or movement in any direction. The bracing and support must be ample to prevent
the deflection of the forms under the pressure of the concrete or the weight or thrust of the
machinery operating on the forms.
C. Flexible steel or wood forms may be used only when specifically provided for on the plans with
the exception that their use is herein approved for all curves having a radius of less than 150 feet.
Wood forms shall be equal in depth to the edge thickness of the pavement. Forms shall be held
by stakes andsecurely braced at any point where necessary so that no movement will result from
pressure of the concrete or the weight or thrust of machinery operating on the forms.
2.03 REINFORCING STEEL
A. If reinforcing is called for on the Plans, the reinforcing steel shall conform to the following:
Welded Wire Mats (No Rolled Fabrics) - ASTM A-185
Deformed Bars - ASTM A615 Grade 60
B. All reinforcing shall be adequately supported on mortar blocks or plastic chairs at the proper
elevation.
2.04 CONCRETE
A. Concrete Proportioning
The actual proportions of cement, fine aggregate, coarse aggregate, water and admixtures to be
used for various strength mixes shall be determined by an approved testing laboratory with the
mix having the signature and seal of a State of Florida registered professional engineer. The
concrete shall be in accordance with the American Concrete Institute (ACI) standard 318-77,
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section 4.2 through 4.8 (excluding section 4.6), or other pre -approved methods so as to produce
a workable concrete having the properties of strength, slump and air content set out elsewhere
in the Contract Documents. No materials or mixes not currently approved shall be submitted by
the Contractor for use in this project.
B. Portland Cement
The cement used to manufacture concrete shall comply with Florida D.O.T. Standard
Specifications for Road and Bridge Construction, 206 Edition, Section 921. The cement used to
manufacture concrete shall conform to AASHTO M 85 or M 240. If requested by the Engineer,
the cement supplier shall submit a certification that the cement used on the project conforms
to the applicable specifications with complete mill analysis for every 200 tons used.
Aggregate shall conform to ASTM -C-33, or to Florida D.O.T. Standard Specifications for Road
and Bridge Construction, 2006 Edition, Section 901 and 902.
D. Admixtures
Air entraining admixtures shall conform to ASTM -C-260. Type A water reducing admixtures
(normal setting) shall conform to ASTM -C-494. Type D water reducing admixtures (retarders)
shall conform to ASTM -C494. Type E water reducing admixtures (accelerating) shall conform
to ASTM -C-494. Fly ash shall conform to ASTM -C-618 Type F with the following restriction:
Sulfur trioxide shall not exceed 5.0 percent, and loss of ignition shall not exceed 5.0 percent.
E. Water
Water shall conform to Florida D.O.T. Standard Specifications for Road and Bridge
Construction, 206 Edition, Section 923. If the water is of questionable quality, it shall be tested
in accordance with AASHTO-T-26, "Standard Method of Test for Quality of Water to be
Used in Concrete".
F. Pozzolans and Slag
Pozzolans and Slag shall conform to the Florida D.O.T. Standard Specifications for
Road and Bridge Construction, 2006 Edition, Section 929,
G. Concrete Strength
Concrete shall meet the minimum compressive strength (f,, in psi) as indicated in the Contract
Documents at 28 days. Conformance to strength requirements shall be determined by ACI
Standard 318-77, sections 4.8.2.3 and 4.8.3.
H. Air Content
The amount of air entrainment shall be between 3 and 6 percent.
I. Slump
The mixture
shall contain
no more
water than is
necessary to
produce concrete which is
workable and
plastic. Water
added at
the batch plant
and at the job
site together shall not exceed
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2.05
2.06
the specified W/C ratio. The minimum slump necessary to place the concrete satisfactorily
shall be used. Slumps should be maintained so as not to exceed 2 thm 4 -1/2 inches for non -
vibratory placement and 1 thru 3 inches for vibrated placement.
CONSTRUCTION JOINT MATERIALS
Joint construction and sealing materials shall be as follows:
A. Sheet metal bottom strips for expansion joints shall be galvanized sheet metal of 0.0157 -
inch (30 gauge) minimum thickness, conforming to ASTM A525.
B. Preformed Joint Filler shall be of the cellulose fiber type, conforming to AASHTO - M 213.
Material shall be of the "Sealtight" line as manufactured by W.R. Meadows, or approved equal.
C. Preformed Elastomeric Seals shall be of the open cell compression type, conforming to the
Florida D.O.T. Standard Specifications for Road and Bridge Construction, 2006
Edition, Section 932,
D. Bond Breaker Rod shall be closed cell, expanded polyethylene foam rods conforming to the
Florida D.O.T. Standard Specifications for Road and Bridge Construction, 2006
Edition, Section 932.
E. Liquid Joint Sealant shall be: a hot — applied, polymeric sealing compound conforming to
AASHTO - M 173. Material shall be "Sealtight" #164 as manufactured by W.R. Meadows; a
low modulus, one part silicone sealant; or approved equal conforming to the Florida D.O.T.
Standard Specifications for Road and Bridge Construction, 2006 Edition, Section 932,
CONCRETE CURING MATERIALS
A. Membrane Curing Compounds for concrete shall be the pigmented type conforming to the
requirements of AASHTO — M 148 (Type 2), conforming to the Florida D.O.T. Standard
Specifications for Road and Bridge Construction, 2006 Edition, Section 925.
B. Polyethylene Film may be used for curing when, in conjunction with protection of the pavement
from inclement weather, the polyethylene film is applied over the entire pavement and
maintained intact for a minimum of three (3) days. Polyethylene film and it's use shall conform
to the Florida D.O.T. Standard Specifications for Road and Bridge Construction, 2006
Edition, Section 925,
PART 3 - EXECUTION OF WORK
3.01 SUBGRADE PREPARATION
A. The bottom of the excavation for the concrete pavement or top of the earth fill under the
pavement shall be known as the pavement subgrade and shall conform to the lines, grade and
cross sections shown on the plans.
B. The subgrade shall be placed or prepared upon ground which has been cleared, grubbed and, if
necessary, demucked. If the subgrade is upon a filled embankment, the fill material shall be free
from all unsuitable materials such as muck, rubbish, stumps, brush, clay pockets, etc. which
will not compact into stable and durable foundation for the subgrade. Fill or the excavated
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bedding of the subgrade shall be compacted to a minimum density of 95 percent of maximum
density as determined by AASHTO T-180.
C. Subgrade material shall be composed primarily of granular soils with no more than a moderate
amount of silt or clay and shall meet both the following bearing values:
- Minimum Lime Rock Bearing Ratio (LBR) = 40.
- Florida Bearing Value (FBV) = 50.
The subgrade shall be compacted and shaped to the plan cross section. Compaction shall
be to a minimum density of 98 percent of maximum density as determined by AASHTO T-
180. The finished surface shall be free of loose material.
D. Mortar blocks or plastic chairs specifically designed for such purpose shall be evenly placed on
the finished subgrade to adequately support and center the reinforcing steel in the concrete pour.
3.02 REINFORCING STEEL
A. Lap splices of deformed bars shall be 24 times the nominal bar diameter in the longitudinal
direction. Splices of W.W. Fabric shall be a minimum or six (6) inches.
B. Deformed bars shall be tied with soft iron wire at the intersection of the longitudinal and
lateral bars.
3.03 MIXING AND PLACING CONCRETE
A. Concrete pavement shall be constructed on the prepared subgrade in accordance with these
Specifications and in reasonably close conformity with the lines, grades, thickness, and typical
cross sections shown on the Plans. The subgrade shall be wet down just prior to placing the
concrete to minimize loss of water from the concrete, but there shall be no standing water when
the concrete is being placed.
B. MIXING CONCRETE
Concrete mixed in truck mixers shall be at the speed designated as mixing speed by the
manufacturer for a total of 75 - 100 revolutions of the drum unless additional water is added in
conformance with paragraph C, below. Time of mixing in a central mix plant shall be a
minimum of sixty (60) seconds.
C. TRANSPORTING CONCRETE
Concrete may be transported any distance providing it is discharged on the subgrade within the
required slump range and meets the time requirements of paragraph D, below. If additional
water is required to maintain the specified slump of concrete transported in truck mixers,
it may be added with the permission of the Engineer's Representative only. In this case, a
minimum of 20 additional revolutions of mixer drum at mixing speed shall be required before
discharging of the concrete.
D. CONCRETE TIME LIMIT
The length of time that the concrete can be held in the truck shall conform to the
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following:
1. Air temperature of 45 degrees F. to 80 degrees F. = 90 minutes maximum.
2. Air temperature over 80 degrees F. with a retarder added to the mix = 90 minutes
maximum.
3. Air temperature over 80 degrees F. without a retarder added to the mix = 60 minutes
maximum.
E. PLACING CONCRETE
The concrete shall be deposited on the grade in such a manner as to require as little re -handling
as possible. It shall be deposited in successive batches in a continuous operation. The
concrete shall be consolidated by suitable means so as to preclude the formation of voids
or honeycomb pockets.
F. PLACING IN COLD WEATHER
The Contractor shall be responsible for protecting concrete placed in cold weather and any
concrete damaged by frost action shall be removed and replaced at his expense.
3.04 FINISHING
A. The concrete shall be struck off, consolidated and finished with mechanical equipment in
such a manner that after final finishing, it shall conform to the pavement cross section shown
on the Plans. Hand finishing will be permitted in narrow widths, areas of irregular dimensions,
and in the event of breakdown of the mechanical equipment, to finish the concrete already
deposited on the grade.
B. FINAL SURFACE FINISH
The finished surface of the concrete pavement shall have a uniform skid resistant texture formed
by a burlap drag or a stiff broom as required by the Engineer's Representative,
C. PAVEMENT EXPOSED TO RAIN DURING CONSTRUCTION
1. The Contractor shall have, always available, materials to protect the surface of the
plastic concrete against rain. Areas of the pavement surface where the texture has
been damaged by the protective cover shall be re -textured and cured unless the
concrete has hardened. Areas of pavement surface that exhibit a smooth sandy appearance
after the rain ceases shall be textured and cured. An attempt shall be made to impart the
specified texture to these areas before applying the membrane curing material. No other
remedial work shall be required. Areas that have suffered some surface erosion and
have coarse aggregate exposed shall be reworked by hand methods or with the
finishing machine when the form paving method is used. Fresh concrete containing
the same materials and properties as the pavement concrete shall be added to maintain
an adequate supply in front of the screeds or machine to assure replacement of the
concrete eroded from the surface. The surface shall then be textured and cured as specified.
2. If pavement edges have been severely eroded and the concrete has not set, the edges shall
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be repaired by setting side forms and replacing eroded concrete. After the side forms are
set, fresh concrete shall be placed and finished prior to texturing and curing. After the
pavement has hardened, remedial work shall not be permitted. Areas that do not comply
with these Specifications shall be corrected after the curing period has terminated.
3.05 CURING
A. After finishing operations have been completed and immediately after the free water has
left the surface, the surface of the slab and, for slip formed pavements, the sides of the slab
shall be coated and sealed with a uniform layer of membrane curing compound applied at the
rate of not less than one gallon per 200 square feet of surface. When the forms are removed,
curing compound shall be applied to the sides of the slab.
B. Areas in which the curing membrane is damaged within a period of three (3) days shall be
resprayed with curing compound.
3.06 EXPANSION AND CONTRACTION JOINTS
A. Traverse and longitudinal joints shall be constructed to the dimensions and at the spacing shown.
on the Drawings or at maximum 10 foot intervals. Transverse joints shall extend the entire width
of the pavement and through the curbs. Joints may be formed in the plastic concrete or sawed after
the concrete has hardened.
B. Formed joints may be constructed by installing a parting strip to be left in place or by depressing
an approved tool into the plastic concrete.
C. Sawing of
joints shall begin as soon as the concrete has hardened sufficiently to permit
sawing
without excessive raveling and before
uncontrolled cracking occurs. If necessary, the
sawing
operations
shall be carred on both day
and night, regardless of weather conditions.
D. Where construction methods require joint seaing, all joints shall be sealed before the pavement
is exposed to traffic, including construction traffic. Prior to sealing, all foreign material
shall be removed from the joints and the joints shall be thoroughly dry.
3.07 CONSTRUCTION JOINTS
All longitudinal joints maybe construction joints at the contractor's option. Transverse construction
joints shall be installed whenever the placing of concrete is suspended a sufficient length of time that
the concrete may harden.
3.08 FINAL ACCEPTANCE
A. Before the pavement will be considered for acceptance, all items shall be completed in substantial
accordance with the Plans and Specifications. All equipment, surplus materials, and construction
debris shall be removed from the project.
B. The pavement shall be closed to traffic after the concrete is placed, until 28 day test cylinders
indicate the section has reached the specified compressive strength under ordinary field
conditions.
END OF SECTION
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SECTION 02821
CHAIN LINK FENCES AND GATES
PART 1 - GENERAL
1.01 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The
publications are refereed to in the text by the basic designation only. References signify current
revisions.
American Society for Testing and Materials (ASTM)
ASTM A 53 Operating Salt Spray (Fog) Apparatus
ASTM B221 Standard Specification for Aluminum and Aluminum -Alloy Extruded Bars,
Rods, Wire, Profiles and Tubes
ASTM B 241 Standard Specification for Aluminum and Aluminum -Alloy Seamless Pipe and
Seamless Extruded Tube
ASTM C 94 Ready -Mixed Concrete
ASTM F 883 Padlocks
ASTM F1083 Standard Specification for Pipe, Steel, Hot -Dipped Zinc -Coated (Galvanized)
Welded, for Fence Structures
ASTM F1043 Standard Specification for Strength and Protective Coatings on Metal
Industrial Chain Link Fence Framework
ASTM F1234 Protective Coatings on Steel Framework for Fences
American Association of State Highway and Transportation Officials (AASHTO)
AASHTO M111 Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products
AASHTO M181 Chain -Link Fence
Chain Link Fence Manufacturers Institute
Product Manual - Standard Guide for Metallic -Coated Steel Chain Link Fence & Fabric
1.02 SUBMITTALS
Submit five copies of the following:
A. Shop Drawings
02821 -1
02821 - Chain Link Fence and Gates
Gates
Gate Operators
Post spacing
Location of gate, corner, end, and pull posts
B. Product Data
Chain-link fencing components
Accessories
Manufacturer's catalog cuts, specifications, installation instructions and maintenance data
C. Samples
F x 1' minimum of each type of fence fabric.
D. Test Reports
Weight in ounces for zinc coating
Mill thickness of PVC coating
1.03 DELIVERY, STORAGE, AND HANDLING
Deliver materials to site in an undamaged condition. Store materials off the ground to provide
protection against oxidation caused by ground contact.
1.04 WARRANTY
The manufacturer shall provide a one-year warranty period on all components of the fence and gates.
1.05 QUALITY ASSURANCE
Provide each type of steel fence and gates as a complete unit produced by a single manufacturer,
including necessary erection accessories, fittings and fastenings.
Comply with standards of the Chain Link Fence Manufacturer's Institute Product Manual - Standard
Guide for Metallic -Coated Steel Chain Link Fence & Fabric and Industrial Steel Specifications for
fence posts, gates and accessories, and as herein specified.
A. Required Report Data
Submit reports of listing of chain-link fencing and accessories regarding weight in ounces for
zinc coating, and/or chemical composition and thickness of aluminum alloy coating.
PART2-PRODUCTS
2.01 CHAIN-LINK FENCING AND ACCESSORIES
Chain link fabric, posts, rails, truss rods, tension wires, tie wires, stretcher bars, gates and all
miscellaneous fittings and hardware shall meet the requirements of AASHTO M181. Stipulated
AASHTO and ASTM signify current reference. The Contractor may elect to use either one or the other
02821 - Chain Link Fence and Gates
02821 - 2
types of material from the component options listed above. Combinations of optional materials shall
not be used on the same project.
A. Fabric
Chain link fabric shall be 2 - inch mesh with twisted and barbed selvage top and bottom.
Chain link fabric shall meet the requirements of AASHTO M181 - Polyvinyl Chloride (PVC)
Coated Steel, 9 gage Min. (coated core wire diameter), core wire -zinc coated steel. PVC
coating: M181 Class A (either extruded or extruded and bonded) or Class B (bonded).
Height of fabric shall be 6 feet as indicated on the Drawings.
B. Gates
1. Swing Gates
a. All gates other than the entrance slide gates shall be double swing type. Framing
and bracing members shall be round, of steel or aluminum alloy. Steel member
finish shall be zinc -coated or aluminum -coated. Gate frames and braces of steel
construction shall be a minimum 1.90 inches OD, with 0.120 inches minimum wall
thickness. Aluminum pipe frames and intermediate braces shall be a minimum
1.869 inches OD, with 0.940 lb/ft of length. Gate fabric shall be as specified for
fencing fabric. Coating for steel latches, stops, hinges, keepers, and accessories
shall be galvanized. Gate leaves more than 8 feet wide shall have intermediate
members as necessary to provide rigid construction, free from sag or twist. Gate
leaves less than 8 feet wide shall have truss rods or intermediate braces. Attach
gate fabric to gate frame in accordance with manufacturer's standards, except that
welding will not be permitted.
b. Hinges: Provide 1-1/2 pair of hinges for each leaf 6 feet or over in height. Hinges
shall be non -lift-off type, offset to permit 180 -degree swing, and of suitable size
and weight to support gate.
C, Latch: Provide forked type for single gates 10 feet wide or less. Provide plunger
bar type complete with flush plate set in concrete for all double gates and single
gates over 10 feet. Padlock eye shall be an integral part of latch construction.
C. Posts, Top Rails, Bottom Rails and Braces
1. Line post options:
a. Galvanized steel pipe, galvanized at the rate of 1.8 oz/sf: ASTM A53 Table X2,
ASTM F1083, and AASHTO M111.
b. Aluminum coated steel pipe: ASTM A53 Table X2 coated at the rate of 0.40 oz/sf.
c. Aluminum alloy pipe- ASTM B241 or B221, Alloy 6063, T6.
2. Corner, end, and pull post options:
a. Galvanized steel pipe, galvanized at the rate of 1.8 oz/sf: ASTM A53 Table X2,
ASTM F1083, and AASHTO M111
b. Aluminum coated steel pipe ASTM A53 Table X2 coated at the rate of 0.40 oz/sf.
c. Aluminum alloy pipe- ASTM B241 or B221, Alloy 6063, T6.
3. Rail options:
a. Galvanized steel pipe, Schedule 40- 1 '/4 " nominal dia. galvanized at the rate of 1.8
oz/sf ASTM A53 Table X2, ASTM F1083, and AASHTO M111.
b. Aluminum coated steel pipe- 1 1/4 "nominal dia. coated at the rate of 0.40 oz/sf: Spec.
Subarticle 9664.5.
c. Aluminum alloy pipe- 1 1/4 "nominal dia.: ASTM B241 or B221, Alloy 6063, T6.
02821 - Chain Link Fence and Gates
02821 - 3
s
4. Minimum Dimensions(inches):
a. Line Posts: Pipe O.D. = C(see table), Pipe Wall Thickness = D (see table), Concrete
Setting Diameter = G(see table), Concrete Setting Depth = H(see table)
b. Corner, End, and Pull Posts: Pipe O.D. = A(see table), Pipe Wall Thickness = B(see
table), Concrete Setting Diameter = E(see table), Concrete Setting Depth = F(see
table -next page)
Table of
Fence Height
(FT) A B
Dimensions
C D E F G H
Up to 4
23/8
0.042
15/8
0.047
10
24
8
24
Over 4 to 5
23/8
0.042
17/8
0.055
10
24
8
24
Over 5 to 6
23/8
0.042
17/8
0.065
10
24
8
24
Over 6 to 8
23/8
0.110
23/8
0.095
10
36
10
36
Over 8 to 10
27/8
0.110
23/8
0.130
12
40
10
40
Over 10 to 12
27/8
0.160
27/8
0.120
12
42
12
42
D. Tension wire options:
1. No. 7 gage steel wire zinc galvanized at the rate of 1.8 oz/sf: AASHTO M181.
2. Aluminum alloy wire conforming to the requirements of ASTM B211, Alloy 6061,
Temper T89 or T94, with a wire diameter of 0.1875" or larger.
3. No. 7 gage aluminum coated steel wire coated at the rate of 0.40 oz/sf: AASHTO M181
E. Tie wire and hog ring options:
1. Same gage (Min.) as the fabric -steel wire galvanized at the rate of 1.8 oz/sf.
2. Aluminum alloy wire conforming to the requirements of ASTM B211, Alloy 6061,
Temper T89 or T94, with a minimum gage matching that of the fabric.
3. Same gage (Min.) as the fabric - aluminum coated steel wire coated at the rate of 0.40 oz/sf.
F. Fencing Accessories
Provide wire ties constructed of the same material as the fencing fabric.
G. Finish Coating for Post, Rail, Bracing, Wire and Hardware
1. PVC Coated Finish: In accordance with ASTM F 1043, apply supplemental color coating
of 10-15 mils (0.254 - 0.38 mm) of thermally fused PVC in a black color selected from
the manufacturer's choices, to match the fabric.
2. Polyester Coated Finish: In accordance with ASTM coating specification F 1234 - 90A,
electrostatically apply and thermally bond at 450 degrees F a thermosetting polyester
powder of 3 mils (.076 mm) minimum in color to match the fabric. Select a black color
from the manufacturer's choices, to match the fabric.
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H. Concrete
ASTM C 94, using 3/4 inch maximum -size aggregate, and having minimum compressive
strength of 2,500 psi at 28 days.
I. Grout
Provide grout of proportions one part Portland cement to three parts clean, well -graded sand
and a minimum amount of water to produce a workable mix.
J. Padlocks
CONTRACTOR shall provide temporary padlocks on all gates until the Owner occupies the
project.
PART 3 - EXECUTION
3.01 SITE PREPARATION
A. Clearing and Grading
Clear fence line of brush and other obstacles to install fencing. Establish a graded,
compacted fence line prior to fencing installation. Compact fill used to establish fence line.
B. Excavation
Excavate to dimensions indicated for concrete -embedded items, except in bedrock. If
bedrock is encountered, continue excavation to depth indicated or 18 inches into bedrock,
whichever is less, with a diameter in bedrock a minimum of 2 inches larger than outside
diameter of post. Clear post holes of loose material. Dispose of waste material.
3.02 FENCE INSTALLATION
Install fence on prepared surfaces to line and grade indicated. Secure fastening and hinge hardware in
place to fence framework by peening or welding. Allow for proper operation of components. Coat
peened or welded areas with a repair coating matching original coating. Install fence in accordance
with fence manufacturer's written installation instructions except as modified herein.
A. Post Spacing
Provide line posts spaced equidistantly apart, not exceeding 10 feet on center. Provide gate
posts spaced as necessary for size of gate openings. Provide corner or pull posts, with bracing
in both directions, for changes in direction of 15 degrees or more, or for abrupt changes in
grade. Provide drawings showing location of gate, corner, end, and pull posts.
B. Post Setting
Set posts plumb. Allow concrete and grout to cure a minimum of 7 days before performing
other work on posts.
C. Earth and Bedrock
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02821 — Chain Link Fence and Gates
J
J
Provide concrete bases of dimensions indicated, except in bedrock. Compact concrete to
eliminate voids, and finish to a dome shape. In bedrock, set posts with a minimum of one
inch of grout around each post. Work grout into hole to eliminate voids, and finish to a dome
shape.
D. Concrete Slabs and Walls
Set posts into zinc -coated sleeves, set in concrete slab or wall, to a minimum depth of 12
inches. Fill sleeve joint with lead, non -shrink grout, or other approved material. Set posts
for support of removable fence sections into sleeves that provide a tight sliding joint and hold
posts aligned and plumb without use of lead or setting material.
E. Bracing
Brace gate, corner, end, and pull posts to nearest post with a horizontal brace used as a
compression member, placed at least 12 inches below top of fence, and two diagonal truss
rods and truss tighteners used as tension members.
F. Top Rail
Install top rails before installing chain-link fabric. Pass top rail through intermediate post
caps. Provide expansion coupling spaced as indicated.
G. Bottom Tension Wire
Install bottom tension wires before installing chain-link fabric, and pull wires taut. Place top
and bottom tension wires within 8 inches of respective fabric line.
H. Fabric
Pull fabric taut and secure fabric to top rail and bottom rail and top wire and bottom wire,
close to both sides of each post and at maximum intervals of 24 inches on center. Secure
fabric to posts using stretcher bars, ties or clips spaced 15 inches on center, or by integrally
weaving to integral fastening loops of end, corner, pull, and gate posts for full length of each
post. Install fabric on opposite side of posts from area being secured. Install fabric so that
bottom of fabric is 2 inches above ground level. Install fence fabric to provide
approximately 2 inch deflection at center of fabric span between two posts, when a force of
approximately 30 pounds is applied perpendicular to fabric. Fabric should return to its
original position when force is removed.
3.03 ACCESSORY INSTALLATION
A. Post Caps
Design post caps to accommodate top rail. Install post caps as recommended by the
manufacturer.
B. Gates
Install swing gates to swing through 180 degrees from closed to open. Install sliding
cantilever gates to clear the opening dimension(s) shown on plans.
02821 — Chain Link Fence and Gates
02821 - 6
3.04
C. Padlocks
Provide padlocks for gate openings and provide chains that are securely attached to gate or
gate posts. Provide padlocks keyed alike, and provide two keys for each padlock.
CLEANUP
Remove waste fencing materials and other debris from the site. Restore disturbed ground
areas to original condition.
END OF SECTION
02821 - 7
02821 — Chain Link Fence and Gates
1
2.
SECTION 02900
OFF - SITE SURFACE RESTORATION
SCOPE
A. General
1) The work to be performed under this item shall include the selling and
delivering and the completing of "off-site" surface restoration as specified
herein. Final surface restoration shall follow completion of acceptable testing
results within 10 calendar days. However, in no case shall the area of
construction be allowed to remain unrestored more than 30 days after the
start of excavation.
B. References
1) Florida Department of Transportation Standard Specifications for Road and
Bridge Construction, 2000 Edition.
a. FDOT Section 320 - Hot Bituminous Mixtures - Plant, Methods and
Equipment.
b. FDOT Section 332 - Type II Asphaltic Concrete.
C, FDOT Section 912 - Sand -Clay Base Material
d. FDOT Section 913 - Shell Material
e. FDOT Section 915 - Cemented Coquina Shell Material
2) American Association of State Highway and Transportation Officials
(AASHTO)
a. AASHTO T-180 - Test for Moisture -Density Relations of Soils using
a 10 lb. Rammer and an 18 -inch Drop.
MATERIALS
A. Base Course for Paved Surfaces
1) The base course shall comply with Section 02722 of these Specifications
A. Final Asphaltic Surface Course
2) Asphalt surface course shall
Specifications.
02900 -1
comply with Section 02741 of these
02900 — Off -Site Surface Restoration
3.
C. Primer
1) Primer shall be hot bituminous RC -70 material. Alternate primers shall be
acceptable only with prior approval of the Engineer.
D. Temporary Surface Course
1) The temporary surface course shall be Type II asphaltic concrete in
accordance with all applicable requirements of Section 332 of MOT
"Standard Specifications for Road and Bridge Construction", 2000 Edition,
E. Base Course for Unpaved Roadways
1) Replacement base course for unpaved roadways/drives shall consist
of a sand -clay -shell material meeting the approval of Indian River County
Public Works Department. The material shall be a mixture of
sand -clay material meeting the requirements of F.D.O.T. Section 912 and
shell material meeting the requirements of F.D.O.T. Section 913. The
mixture shall be approximately 50 percent of each material.
F. Grass, Shrubbery, Trees, Etc,
1) All planted vegetation which is removed, damaged or destroyed by
project construction shall be replaced by like kind and in the same
manner. Sodding shall be conducted in accordance with Section 02934,
of these specifications.
EXECUTION OF WORK
A. Non State -Owned Public Pavement and Unpaved Base Courses
1) Base Course - The base course shall be constructed in accordance with
these specifications to the details shown on the Plans. Any variance from the
Plan details shall not be allowed without the prior written consent of the
Engineer. Base Course shall be constructed in accordance with Section
02722.
2) Priming - Before any bituminous material is applied, all loose material, dust,
dirt and other foreign material which might prevent proper bond shall be
removed from the base for the full width of application. The surface to be
primed shall have any glazed finish removed by "hard -planing" prior
to the application. The bituminous material to be used shall be RC -70 or
RC -250. Priming shall be conducted in accordance with Section 02722,
3) Temporary Asphaltic Surface Course - If Contractor is not prepared to
place a final asphaltic surface restoration course within 24 hours after
backfilling, a temporary asphaltic surface course shall be applied.
IIMIIIM%
02900 — Off -Site Surface Restoration
After the prime coat has had adequate time to cure, and prior to the
installation of a temporary surface course, the Contractor shall clean the
prepared base of all loose sand and other deleterious materials. If, in
the opinion of the Engineer, the prepared surface is unsuitable to receive
the temporary surface course without tacking, a tack coat. Once the
surface has been properly prepared, the Contractor shall install a 2 -inch
layer of Type II Asphaltic Concrete in accordance with the details shown
on the Plans as a temporary surface course. Said Type II Asphaltic
Concrete shall conform to all of the applicable requirements of Section 332
of the Florida Department of Transportation "Standard Specifications for
Road and Bridge Construction," 2000 except that "Job Mix Formula" will
not be required.
The temporary surface course may be spread with a spreader box in lieu of
a self-propelled mechanical spreader.
B. State -Owned Public Pavement
1) Restoration within all State-owned and maintained paved rights-of-way shall
be made in strict compliance with these specifications and the details shown
on the Plans. All construction materials and procedures shall conform to
the Florida Department of Transportation "Standard Specifications for Road
and Bridge Construction," 2006 Edition.
2) All work shall be subject to final inspection and approval of the Florida
Department of Transportation and shall be completed as expeditiously as
possible.
C. Driveways, Parking Lots and Miscellaneous Thorou hg fares
1) All driveways, parking lots, unpaved streets, and other miscellaneous
thoroughfares disturbed by trenching operations shall receive a
minimum 6 -inch thickness of base course as previously specified in
paragraph 3.A.1) above. Those areas with surface finishes (asphalt, rock,
concrete, etc.) disturbed by trenching operations shall have the final surface
courses replaced in kind with a minimum 14nch thickness surface course,
except for concrete which shall be a minimum thickness of 4 -inches.
The Contractor's attention is called to the fact that all surface
improvements constructed since the date of base mapping may not be
shown and that the Contractor is required to repair all surfaces
disturbed by construction, whether shown on the plans or not.
D. Rights -of -Way and/or Easements in Grass and Shrubbery Plots
1) Rights -of --way and/or easements in grass and shrubbery plots shall be
restored to the condition existing prior to making the excavation. All
shrubbery, ornamental trees and other plantings shall be fully
protected. If it is found necessary to remove any grass, shrubbery or
02900 — Off -Site Surface Restoration
02900 - 3
E.
plants to accomplish the work, they shall be satisfactorily replaced
before the work will be accepted or paid for. At a minimum, all
areas disturbed by construction shall be sodded.
2) Contractor shall pay particular attention to the possible installation of private
irrigation systems within sodded portions of the road right -of --way.
The Contractor shall take all required precautions to protect and restore
such irrigation systems to their original condition. If such systems are
damaged or destroyed due to the water main installation, the
Contractor shall immediately repair or replace the system. No additional
compensation for the repair or replacement of irrigation systems shall be
paid to the Contractor other than that included in the unit price bid for
"Water Main".
Cleanup
1) Cleanup is an essential part of the project and this portion of the work will
not be considered complete and no payment made until the cleanup is
complete to the satisfaction of the Engineer.
END OF SECTION
02900 — Off -Site Surface Restoration
SECTION 02900
SURFACE RESTORATION
1, SCOPE
A. General
1) The work to be performed under this item shall include the selling and
delivering and the completing of "off-site" surface restoration as specified
herein. Final surface restoration shall follow completion of acceptable testing
results within 10 calendar days. However, in no case shall the area of
construction be allowed to remain unrestored more than 30 days after the
start of excavation.
Be References
1) Florida Department of Transportation Standard Specifications for Road and
Bridge Construction, 2000 Edition.
a. FDOT Section 320 - Hot Bituminous Mixtures - Plant, Methods and
Equipment.
b. FDOT Section 332 - Type II Asphaltic Concrete.
c. FDOT Section 912 - Sand -Clay Base Material
d. FDOT Section 913 - Shell Material
e. FDOT Section 915 - Cemented Coquina Shell Material
2) American Association of State Hi hghway and Transportation Officials
AASHTO
a. AASHTO T-180 - Test for Moisture -Density Relations of Soils using
a 10 lb. Rammer and an 18 -inch Drop,
2, MATERIALS
A. Base Course for Paved Surfaces
1) The base course shall comply with Section 02722 of these Specifications
A. Final Asphaltic Surface Course
2) Asphalt surface course shall comply with Section 027421 of these
Specifications.
02670 — Off-site Surface Restoration
02670 -1
C.
D.
E.
F.
Primer
1) Primer shall be hot bituminous RC -70 material. Alternate primers shall be
acceptable only with prior approval of the Engineer.
Temporary Surface Course
1) The temporary surface course shall be Type II asphaltic concrete in
accordance with all applicable requirements of Section 332 of FDOT
"Standard Specifications for Road and Bridge Construction", 2000 Edition.
Base Course for Unpaved Roadway
1) Replacement base course for unpaved roadways/drives shall consist
of a sand -clay -shell material meeting the approval of Indian River County
Public Works Department. The material shall be a mixture of
sand -clay material meeting the requirements of F.D.O.T. Section 912 and
shell material meeting the requirements of F.D.O.T. Section 913. The
mixture shall be approximately 50 percent of each material.
Grass, Shrubbery, Trees, Etc,
1) All planted vegetation which is removed, damaged or destroyed by
project construction shall be replaced by like kind and in the same
manner. Sodding shall be conducted in accordance with Section 02934,
of these specifications.
3. EXECUTION OF WORK
A. Non State -Owned Public Pavement and Unpaved Base Courses
1) Base Course - The base course shall be constructed in accordance with
these specifications to the details shown on the Plans. Any variance from the
Plan details shall not be allowed without the prior written consent of the
Engineer. Base Course shall be constructed in accordance with Section
02722,
2) Priming - Before any bituminous material is applied, all loose material, dust,
dirt and other foreign material which might prevent proper bond shall be
removed from the base for the full width of application. The surface to be
primed shall have any glazed finish removed by "hard -planing' prior
to the application. The bituminous material to be used shall be RC -70 or
RC -250. Priming shall be conducted in accordance with Section 02722.
3) Temporary Asphaltic Surface Course - If Contractor is not prepared to
place a final asphaltic surface restoration course within 24 hours after
backfilling, a temporary asphaltic surface course shall be applied.
02670 - Off -Site Surface Restoration
02670 - 2
After the prime coat has had adequate time to cure, and prior to the
installation of a temporary surface course, the Contractor shall clean the
prepared base of all loose sand and other deleterious materials. If, in
the opinion of the Engineer, the prepared surface is unsuitable to receive
the temporary surface course without tacking, a tack coat. Once the
surface has been properly prepared, the Contractor shall install a 2 -inch
layer of Type II Asphaltic Concrete in accordance with the details shown
on the Plans as a temporary surface course. Said Type Il Asphaltic
Concrete shall conform to all of the applicable requirements of Section 332
of the Florida Department of Transportation "Standard Specifications for
Road and Bridge Construction," 2000 except that "Job Mix Formula" will
not be required.
The temporary surface course may be spread with a spreader box in lieu of
a self-propelled mechanical spreader.
B. State -Owned Public Pavement
1) Restoration within all State-owned and maintained paved rights-of-way shall
be made in strict compliance with these specifications and the details shown
on the Plans. All construction materials and procedures shall conform to
the Florida Department of Transportation "Standard Specifications for Road
and Bridge Construction," 2006 Edition,
2) All work shall be subject to final inspection and approval of the Florida
Department of Transportation and shall be completed as expeditiously as
possible.
C. Driveways, Parking Lots and Miscellaneous Thoroughfares
1) All driveways, parking lots, unpaved streets, and other miscellaneous
thoroughfares disturbed by trenching operations shall receive a
minimum 6 -inch thickness of base course as previously specified in
paragraph 3.A.1) above. Those areas with surface finishes (asphalt, rock,
concrete, etc.) disturbed by trenching operations shall have the final surface
courses replaced in kind with a minimum 1 -inch thickness surface course,
except for concrete which shall be a minimum thickness of 4 -inches.
The Contractor's attention is called to the fact that all surface
improvements constructed since the date of base mapping may not be
shown and that the Contractor is required to repair all surfaces
disturbed by construction, whether shown on the plans or not.
D. Rights -of -Way and/or Easements in Grass and Shrubbery Plots
1) Rights-of-way and/or easements in grass and shrubbery plots shall be
restored to the condition existing prior to making the excavation. All
shrubbery, ornamental trees and other plantings shall be fully
protected. If it is found necessary to remove any grass, shrubbery or
02670 - 3
02670 - Off4ite Surface Restoration
E.
plants to accomplish the work, they shall be satisfactorily replaced
before the work will be accepted or paid for. At a minimum, all
areas disturbed by construction shall be sodded.
2) Contractor shall pay particular attention to the possible installation of private
irrigation systems within sodded portions of the road right-of-way.
The Contractor shall take all required precautions to protect and restore
such irrigation systems to their original condition. If such systems are
damaged or destroyed due to the water main installation, the
Contractor shall immediately repair or replace the system. No additional
compensation for the repair or replacement of irrigation systems shall be
paid to the Contractor other than that included in the unit price bid for
"Water Main".
Cleanup
1) Cleanup is an essential part of the project and this portion of the work will
not be considered complete and no payment made until the cleanup is
complete to the satisfaction of the Engineer.
END OF SECTION
02670 - 4
02670 - Off -Site Surface Restoration
SECTION 02934
SODDING
1, SCOPE
A. The Contractor shall furnish all materials, labor, equipment and supervision required to
prepare the soil, fine grade the area and establish a healthy stand of grass by sodding of the
"off-site" vegetated areas disturbed during construction of this project.
2. GENERAL
A. PREPARATION
1. The area to be sodded shall be clear of old sod and weeds. The area shall be fine
graded and the surface loosened, by scarifying, if necessary. If the soil is dry it shall
be moistened to provide an optimum growing condition.
B. FERTILIZER
1. Fertilizer shall be uniformly spread over the area to be sodded at the rate of 400 to
500 pounds per acre. The fertilizer shall have a chemical designation of 12-8-8. Soil
which has a PH of 5.0 or lower shall, if directed by the Engineer, have an
application of dolomite lime stone, but the amount of dolomite applied shall not
raise the PH above 6.0.
C. SOD
1. The sod shall be either St. Augustine or Bahia as directed by the Engineer in the
field. The sod shall be of a tough texture with a good mat of roots. It shall be free
of weeds and other objectionable grasses. Approximately three days prior to
cutting the sod, it shall be closely mowed and raked to remove excess growth
and debris. The sod shall be cut with sufficient thickness to retain the root system
intact. There shall be a minimum of delay between the cutting of the sod and the
laying so that it is live, fresh and uninjured when laid.
D. LAYING
1. No sod shall be laid until the Engineer has approved the condition of the prepared
area. The sod shall be placed with the edges in close contact. Where the sod is laid
on a slope the pieces of sod shall be laid with staggered joints to minimize erosion
along the joints and where the sod is laid in drainage swales and ditches the joints
shall be staggered in the line of flow for the same reason. After the sod is laid it
shall be brought into close contact with the soil by tamping, light rolling or other
acceptable means. Where the sod may slide due to the steep slope it shall be pegged
to firm soil with wood pegs.
E. WATERING
1. The sod shall be kept watered on an as need basis for the duration of the contract
period and in no case for less than two weeks. When the grass is watered it should
02934 = Sodding
02934 -1
F
be at the rate of one inch or 620 gallons per 1000 square feet per application.
MAINTENANCE
1. The Contractor shall maintain the sodded area in a satisfactory condition until final
acceptance of the project or until the end of the two weeks watering period, which
ever is later (see Paragraph E above). Such maintenance shall include the filling,
leveling and repair of any washed or eroded areas and the resodding of any areas
which may have been damaged or are not growing to the satisfaction of the Owner.
END OF SECTION
02934 = 2
02934 - Sodding
SECTION 03000
BOARDWALK
PART 1 - GENERAL
1.1 SCOPE
A. The work specified in this Section consists of furnishing all material, transportation,
tools, labor, and equipment to construct the boardwalk and dune overwalks and all
items called for or that can be reasonably inferred from the Drawings,
PART 2 - PRODUCTS
2.1 PRODUCTS
A. All wood shall be nominal sizes as shown on the plans; dressed sizes shall be as
published by the National Design Specifications for Wood Construction, Nominal
and Minimum Dressed Sizes of Lumber.
Be All piles shall be treated with a water borne MCQ, (micronized copper quaternary)
wood preservative, 0.40 pcf; and shall be kiln dried after treatment. All other wood
shall be treated with 0.25 pcf MCQ. Preservatives shall be applied in accordance
with AWPA Standards.
C. All wood shall be free of decay and other forms of damage. Each piece of lumber
shall be identified by the grade and treatment mark of a recognized organization
approved by the Southern Pine Inspection Bureau (SPIB) Standard Grading Rules
for Southern Pine and American Wood Preservers' Association Standards.
D. All wood for the railing shall be pressure treated Southern Pine #1 grade. All wood
for stringers and pile caps shall be pressure treated Southern Pine # 1 dense grade.
E. Deck planks shall be 2" x 6" Evergrain Wood Decking as shown on the plans. All
other deck planks if otherwise specified shall be 2" x 6" pressure treated Southern
Pine #1 grade.
F. All nails, screws, bolts, nuts and washers (fasteners) shall be Hot Galvanized (HG).
PART 3 - EXECUTION
3.1 EXECUTION
A. Pile caps shall be connected to the piles with two (2) equally spaced 3/8" bolts with
high strength 3" washers on both sides. Nuts shall be torqued to a minimum of 60
Ib. -ft.
03000-1 03000 — Boardwalk
Be Stringers shall be fastened to each pile cap with LTS 12SS Simpson Strong Tie
Stainless Steel Twist Straps. Straps shall be connected using 1-1/2" 10d nails. All
Twist Strap holes shall be utilized.
C. Stringer butt -joints must occur over the pile cap and must use a scab to splice the
union where a stringer is not fully supported by a pile cap beneath the joint. Spliced
stringers shall be joined using 3/8" bolts with washers on both sides. Stringers
adjacent to piles shall be fastened to piles; said stringers shall be connected to piles
using 3/8" bolts with washers on both sides; Bolt heads shall be positioned on the
outside of the piles. Nuts shall be torqued to a minimum of 30 Ib. -ft,
D. All decking planks shall be screwed down to stringers with two (2) equally spaced
.#10 2 '/2 inch Stainless Steel screws per plank at each stringer. Screw shall be
counter driven and flush with wood. Finish by sealing all decking with a topical water
repellent after installation.
E. Railings shall be fastened to each 6x6 pile with 3/8" bolts with washers on both
sides. Bolt head and washer shall be counter sunk on rail side, and flush with wood.
F Rail cap shall be fastened to top of each 6x6 pile with three (3) #10 2 '/2 inch
Stainless Steel screws. Additionally, rail cap shall be fastened to side railing with
#10 2'/2 inch Stainless Steel screws equally spaced at 1 foot. All screws shall be,
counter driven, and flush with wood.
G Pickets shall be fastened to rails with two (2) equally spaced #10 2'/2 inch Stainless
Steel screws per picket at each rail. Pre -drill to prevent splitting.
H. Construction adhesive shall be used during assembly, at all lumber contact points in
instances where nails are to be the only fastener.
All exposed edges of the railings and deck planks shall be beveled and sanded
smooth to remove splinters and sharp edges.
+ + END OF SECTION + +
03000-2
03000 — Boardwalk
SECTION 02361 - TERMITE CONTROL
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.
A. This Section includes the following:
1. Soil treatment with termiticide.
B. Related Sections include the following:
1. Division 6 Section "Rough Carpentry" for wood preservative treatment by pressure process.
2. Division 7 Section "Sheet Metal Flashing and Trim" for custom -fabricated metal termite shields.
1.3 PERFORMANCE REQUIREMENTS
A. Service Life of Soil Treatment: Soil treatment by use of a termiticide that is effective for not less than
five years against infestation of subterranean termites.
1.4 SUBMITTALS
A. Product Data: For termiticide.
1. Include the EPA -Registered Label for termiticide products.
B. Product Certificates: For termite control products, signed by product manufacturer.
C. Qualification Data: For Installer of termite control products.
D. Soil Treatment Application Report: After application of termiticide is completed, submit report for
Owner's record information, including the following:
1. Date and time of application.
2. Moisture content of soil before application.
3. Brand name and manufacturer of termiticide.
4. Quantity of undiluted termiticide used.
5. Dilutions, methods, volumes, and rates of application used.
6. Areas of application.
7. Water source for application.
E. Warranty: Special warranty specified in this Section.
Wabasso Beach Park
Indian River County
DAA Project No. 6008
02361-1
L5 QUALITY ASSURANCE
A. Installer Qualifications: A specialist who is licensed according to regulations of authorities having
jurisdiction to apply termite control treatment and products in jurisdiction where Project is located.
B. Regulatory Requirements: Formulate and apply termiticides according to the EPA -Registered Label,
C. Source Limitations: Obtain termite control products from a single manufacturer for each product.
1.6 PROJECT CONDITIONS
A. Environmental Limitations: To ensure penetration, do not treat soil that is water saturated or frozen. Do
not treat soil while precipitation is occurring. Comply with requirements of the EPA -Registered Label
and requirements of authorities having jurisdiction.
1.7 COORDINATION
A. Coordinate soil treatment application with excavating, filling, grading, and concreting operations. Treat
soil under footings, grade beams, and ground -supported slabs before construction.
1.8 WARRANTY
A. Special Warranty: Manufacturer's standard form, signed by Applicator and Contractor certifying that
termite control work, consisting of applied soil termiticide treatment, will prevent infestation of
subterranean termites. If subterranean termite activity or damage is discovered during warranty period,
re -treat soil and repair or replace damage caused by termite infestation.
1. Warranty Period: Five years from date of Substantial Completion,
PART2-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:
1. Termiticides:
a. Bayer Corporation; Premise 75.
b. Dow AgroSciences LLC; Dursban TC.
C. FMC Corporation, Agricultural Products Group; Torpedo.
d. Syngenta; Demon TC,
Wabasso Beach Park
Indian River County
DAA Project No. 6008
02361 - 2
2.2 SOIL TREATMENT
A. Termiticide: Provide an EPA -registered termiticide complying with requirements of authorities having
jurisdiction, in an aqueous solution formulated to prevent termite infestation. Provide quantity required
for application at the label volume and rate for the maximum termiticide concentration allowed for each
specific use, according to product's EPA -Registered Label.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Applicator present, for compliance with requirements
for moisture content of soil, interfaces with earthwork, slab and foundation work, landscaping, and other
conditions affecting performance of termite control.
1. Proceed with application only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. General: Comply with the most stringent requirements of authorities having jurisdiction and with
manufacturer's written instructions for preparation before beginning application of termite control
treatment. Remove all extraneous sources of wood cellulose and other edible materials such as wood
debris, tree stumps and roots, stakes, formwork, and construction waste wood from soil within and around
foundations.
B. Soil Treatment Preparation: Remove foreign matter and impermeable soil materials that could decrease
treatment effectiveness on areas to be treated. Loosen, rake, and level soil to be treated except previously
compacted areas under slabs and footings. Termiticides may be applied before placing compacted fill
under slabs if recommended in writing by termiticide manufacturer.
1. Fit filling hose connected to water source at the site with a backflow preventer, complying with
requirements of authorities having jurisdiction.
3.3 APPLICATION, GENERAL
A. General: Comply with the most stringent requirements of authorities having jurisdiction and with
manufacturer's EPA -Registered Label for products.
3A APPLYING SOIL TREATMENT
A. Application: Mix soil treatment termiticide solution to a uniform consistency. Provide quantity required
for application at the label volume and rate for the maximum specified concentration of termiticide,
according to manufacturer's EPA -Registered Label, to the following so that a continuous horizontal and
vertical termiticidal barrier or treated zone is established around and under building construction.
Distribute treatment evenly.
Wabasso Beach Park
Indian River County
DAA Project No. 6008
02361-3
1. Slabs -on -Grade: Under ground -supported slab construction, including footings, building slabs,
and attached slabs as an overall treatment. Treat soil materials before concrete footings and slabs
are placed.
2. Foundations: Adjacent soil including soil along the entire inside perimeter of foundation walls,
along both sides of interior partition walls, around plumbing pipes and electric conduit penetrating
the slab, and around interior column footers, piers; also along the entire outside perimeter, from
grade to bottom of footing. Avoid soil washout around footings.
3. Masonry: Treat voids.
4. Penetrations: At expansion joints, control joints, and areas where slabs will be penetrated.
B. Avoid disturbance of treated soil after application. Keep off treated areas until completely dry.
C. Protect termiticide solution, dispersed in treated soils and fills, from being diluted until ground -supported
slabs are installed. Use waterproof barrier according to EPA -Registered Label instructions.
D. Post warning signs in areas of application.
E. Reapply soil treatment solution to areas disturbed by subsequent excavation, grading, landscaping, or
other construction activities following application.
END OF SECTION 02361
Wabasso Beach Park
Indian River County
DAA Project No. 6008
02361 - 4
SECTION 04815 - GLASS UNIT MASONRY ASSEMBLIES
PART 1 - GENERAL
LI 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 glass block set in mortar.
B. Related Sections include the following:
1. Division 5 Section "Metal Fabrications" for steel channel frames and loose steel lintels at glass
unit masonry assemblies.
1.3 SUBMITTALS
A. Product Data: For each type of product indicated. Include glass block, cementitious materials, and
accessories.
B. Product Approval: Provide Miami -Dade product approval for exterior application of glass block
assembly, complying with wind pressures shown on the structural drawings.
C. Shop Drawings: Show fabrication and installation details for glass unit masonry, including vertical and
horizontal coursing, anchors, reinforcement, and expansion strips.
D. Samples for Initial Selection: Manufacturer's actual glass -block units.
E. Samples for Verification: Panels consisting of four full-size glass -block units with mortar joints.
1. Provide Samples for each form, pattern, and color of glass block and color of joint material
indicated or selected by Architect.
1.4 QUALITY ASSURANCE
A. Source Limitations for Glass Block: Obtain each type and pattern of glass block through one source from
a single manufacturer.
B. Source Limitations for Accessory Materials: Obtain each cementitious material and accessory
component through one source from a single manufacturer and each aggregate from one source or
producer.
Wabasso Beach Park
Indian River County
DAA Project No. 6008
04815-1
L5
1.6
DELIVERY, STORAGE, AND HANDLING
A. Store glass block in unopened cartons on elevated platforms, under cover, and in a dry location. If units
are not stored in an enclosed location, cover tops and sides of stacks with waterproof sheeting, securely
tied.
1.7
B. Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use
cementitious materials that have become damp.
C. Store aggregates where grading and other required characteristics can be maintained and contamination
avoided.
D. Store accessories, including metal items, to prevent corrosion and accumulation of dirt and oil.
PROJECT CONDITIONS
A. Weather Limitations: Proceed with installation of glass unit masonry assemblies only when ambient and
material temperatures are 40 deg F (5 deg C) or higher.
1. Maintain temperature in installation areas at 40 deg F (5 deg C) or above for 48 hours after
installing.
SEQUENCING AND SCHEDULING
A. Sequence and coordinate completion of glass unit masonry assemblies so sealants can be installed
immediately after mortar has attained final set.
PART 2 - PRODUCTS
2.1 GLASS BLOCK
A. Hollow Glass Block: Hollow units made from transparent glass, with manufacturer's standard edge
coating.
1. 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:
a. Oberland Glas AG, Bauglas Div.; Solaris Glasstein.
b. Pittsburgh Corning Corporation.
C, J. Weck GmbH,
2. Glass Color: Colorless.
3, Pattern: Wavy, light -diffusive design on inner faces, and smooth outer faces.
4. Edge -Coating Color: White.
a. Provide one color throughout for each pattern indicated.
5. Unit Sizes: Manufacturer's standard sizes corresponding to nominal sizes indicated on Drawings.
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2.2 MORTAR MATERIALS
A. Portland Cement: ASTM C 150, Type I or Type II, natural color, white, or a blend to produce mortar
color indicated.
60
B. Hydrated Lime: ASTM C 207, Type S.
C. Aggregate: ASTM C 144, with 100 percent passing No. 8 (2.36 -mm) sieve.
1. For and, use aggregate graded with 100 percent passing No. 16 (1.18 -mm) sieve.
D. Water: Potable,
2.3 GLASS UNIT MASONRY ACCESSORIES
A. Panel Reinforcement: Ladder -type units, butt welded, not lapped and welded; complying with
ASTM A 951 in straight lengths of not less than 10 feet (3 m), and as follows:
1. Exterior Walls: Stainless-steel wire.
2. Wire Size: W1.7 or 0.148 -inch (3.8 -mm) diameter.
3. Width: 2 inches (50 mm).
4. Spacing of Cross Rods: Not more than 16 inches (407 mm) apart.
B. Panel Anchors: Glass -block manufacturer's standard perforated stainless steel strips, 0.0359 inch (0.9
mm) by 1-3/4 inches (44 mm) wide by 24 inches (600 mm) long.
C. Fasteners, General: Unless otherwise indicated, provide Type 304 or Type 316 stainless-steel fasteners at
exterior walls and zinc -plated fasteners with coating complying with ASTM B 633, Class Fe/Zn 5, at
interior walls. Select fasteners for type, grade, and class required.
D. Sealants: Manufacturer's standard chemically curing, elastomeric sealants of base polymer and
characteristics indicated below that comply with applicable requirements in Division 7 Section "Joint
Sealants."
1. Single -component, -curing silicone sealant.
2. Provide interior sealants that have a VOC content of 250 g/L or less when calculated according to
40 CFR 59, Subpart D (EPA Method 24).
E. Sealant Accessories: Provide sealant accessories, including primers, bond -breaker tape, and cylindrical
sealant backing, that comply with applicable requirements in Division 7 Section "Joint Sealants."
2.4 MORTAR MIXES
A. General: Do not use admixtures, including pigments, air -entraining agents, accelerators, retarders, or
antifreeze compounds, unless otherwise indicated.
1. Do not use calcium chloride in mortar.
2. Limit cementitious materials in mortar to portland cement and lime.
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B. Mortar for Glass Unit Masonry Assemblies: Comply with ASTM C 270, Proportion Specification for
Type S mortar.
1. Combine and thoroughly mix cementitious materials, water, and aggregates in a mechanical batch
mixer, unless otherwise indicated. Mix mortar to produce a stiff but workable consistency that is
drier than mortar for brick or concrete masonry. Discard mortar when it has reached initial set.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine sills, jambs, and heads surrounding glass unit masonry assemblies for compliance with
requirements for installation tolerances and other conditions affecting performance.
1. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 INSTALLING GLASS BLOCK WITH MORTAR
A. Set glass block with completely filled bed and head joints, with no furrowing, accurately spaced and
coordinated with other construction. Maintain 3/8 -inch (10 -mm) exposed joint widths, unless otherwise
indicated.
B. Install panel reinforcement in horizontal joints at spacing indicated and continuously from end to end of
panels; comply with the following requirements:
1. Vertical Spacing of Panel Reinforcement for Exterior Panels: Every other course but not more
than 16 inches (407 mm) o.c., starting with first course above sill.
2. Vertical Spacing of Panel Reinforcement for Interior Panels: Not more than 16 inches (407 mm)
o.c..
3. Do not bridge expansion joints with panel reinforcement.
4. Place panel reinforcement in joints immediately above and below all openings within glass unit
masonry assemblies.
5. Lap panel reinforcement not less than 6 inches (150 mm) if more than 1 length is necessary.
6. Embed panel reinforcement in mortar bed by placing lower half of mortar bed fust, pressing panel
reinforcement into place and covering with upper half of mortar bed.
C. Install panel anchors at locations indicated and in same horizontal joints where panel reinforcement
occurs. Extend panel anchors at least 12 inches (300 mm) into joints, and bend within expansion joints at
edges of panels and across the head. Attach panel anchors as follows:
1. For new unit masonry assemblies, embed other ends of panel anchors, after bending portions
crossing expansion joint, in horizontal mortar joints closest in elevation to joints in glass unit
masonry assemblies containing panel anchors.
D. Use rubber mallet to tap units into position. Do not use steel tools, and do not allow units to come into
contact with metal accessories and frames.
E. Use plastic spacers in mortar joints to produce uniform joint widths and to prevent mortar from being
squeezed out of joints.
1. If temporary wedges are used, remove them after mortar has set and fill voids with mortar.
Wabasso Beach Park
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DAA Project No. 6008
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F. Keep expansion joints free of mortar.
G. Point joints by filling with sealant to comply with requirements in Division 7 Section "Joint Sealants."
H. Clean glass unit masonry assemblies as work progresses. Remove mortar fns and smears immediately,
using a clean, wet sponge or a scrub brush with stiff fiber bristles. Do not use harsh cleaners, acids,
abrasives, steel wool, or wire brushes when removing mortar or cleaning glass unit masonry assemblies.
I. Install sealant at jambs, heads, mullions and other locations indicated. Prepare joints, including
installation of primer and bond -breaker tape or cylindrical sealant backing, and apply elastomeric sealants
to comply with requirements in Division 7 Section "Joint Sealants."
J. Construction Tolerances: Set glass block to comply with the following tolerances:
1. Variation from Plumb: For lines and surfaces of vertical elements and arris, do not exceed 1/4
inch in 10 feet (6 mm in 3 m), 3/8 inch in 20 feet (9 mm in 6 m), or 1/2 inch in 40 feet (12 mm in
12 m) or more.
2. Variation from Level: For bed joints, and other conspicuous lines, do not exceed 1/4 inch in 20
feet (6 mm in 6 m) or 1/2 inch in 40 feet (12 mm in 12 m) or more.
3. Variation of Linear Building Line: For positions shown in plan and related portions of walls and
partitions, do not exceed 1/2 inch in 20 feet (12 mm in 6 m) or 3/4 inch in 40 feet (19 mm in 12 m)
or more.
4. Variation in Mortar -Joint Thickness: Do not vary from joint thickness indicated by more than plus
or minus 1/16 inch (1.5 mm).
3.3 CLEANING
A. On surfaces adjacent to glass unit masonry assemblies, remove mortar, sealants, and other residue
resulting from glass -block installation, in a manner approved by manufacturers of materials involved.
B. Remove excess sealants with commercial solvents of type recommended by sealant manufacturer.
Exercise care not to damage sealant in joints.
C. Perform final cleaning of glass unit masonry assemblies when surface is not exposed to direct sunlight.
Start at top of panel using generous amounts of clean water. Remove water with clean, dry, soft cloths;
change cloths frequently to eliminate dried mortar particles and aggregate.
END OF SECTION 04815
Wabasso Beach Park
Indian River County
DAA Project No. 6008
04815-5
SECTION 05500 - METAL FABRICATIONS
PART 1 - GENERAL
Li 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. Section Includes:
1. Metal bollards.
2. Abrasive metal nosings.
B. Related Sections:
1. Division 3 Section "Cast -in -Place Concrete" for installing anchor bolts, steel pipe sleeves, slotted -
channel inserts, wedge -type inserts and other items cast into concrete.
2. Division 4 Section "Unit Masonry Assemblies" for installing loose lintels, anchor bolts, and other
items built into unit masonry.
3. Division 5 Section "Structural Steel."
4, Division 5 Section "Pipe and Tube Railings."
1.3 PERFORMANCE REQUIREMENTS
A. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes
acting on exterior metal fabrications by preventing buckling, opening of joints, overstressing of
components, failure of connections, and other detrimental effects.
1. Temperature Change: 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces.
1.4 SUBMITTALS
A. Product Data: For the following:
1. Metal nosings.
2. Paint products.
B. Shop Drawings: Show fabrication and installation details for metal fabrications.
1. Include plans, elevations, sections, and details of metal fabrications and their connections. Show
anchorage and accessory items.
C. Samples for Verification: For each type and finish of extruded nosing.
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D. Qualification Data: For qualified professional engineer.
E. Welding certificates.
F. Paint Compatibility Certificates: From manufacturers of topcoats applied over shop primers certifying
that shop primers are compatible with topcoats.
1.5
1.6
QUALITY ASSURANCE
A. Welding Qualifications: Qualify procedures and personnel according to AWS D1.1/D1.1M, "Structural
Welding Code - Steel."
1.7
B. Welding Qualifications: Qualify procedures and personnel according to the following:
1. AWS D1.1/D1.1M, "Structural Welding Code - Steel."
2. AWS D1.2/D1.2M, "Structural Welding Code - Aluminum."
3, AWS D1.6, "Structural Welding Code - Stainless Steel."
PROJECT CONDITIONS
A. Field Measurements: Verify actual locations of walls and other construction contiguous with metal
fabrications by field measurements before fabrication.
COORDINATION
A. Coordinate selection of shop primers with topcoats to be applied over them Comply with paint and
coating manufacturers' written recommendations to ensure that shop primers and topcoats are compatible
with one another.
B. Coordinate installation of anchorages and steel weld plates and angles for casting into concrete. Furnish
setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts,
anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver
such items to Project site in time for installation.
PART2-PRODUCTS
2.1 METALS, GENERAL
A. Metal Surfaces, General: Provide materials with smooth, flat surfaces unless otherwise indicated. For
metal fabrications exposed to view in the completed Work, provide materials without seam marks, roller
marks, rolled trade names, or blemishes.
2.2 NONFERROUS METALS
A. Aluminum Extrusions: ASTM B 221 (ASTM B 221M), Alloy 6063-T6.
B. Aluminum Castings: ASTM B 26B 26M, Alloy 443.0-F,
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2.3 FASTENERS
A. General: Unless otherwise indicated, provide Type 316 stainless-steel fasteners for exterior use and zinc -
plated fasteners with coating complying with ASTM B 633 or ASTM F 1941 (ASTM F 1941M),
Class Fe/Zn 5, at exterior walls. Select fasteners for type, grade, and class required.
1. Provide stainless-steel fasteners for fastening aluminum.
2.4 MISCELLANEOUS MATERIALS
A. Epoxy Zinc -Rich Primer: Complying with MPI#20 and compatible with topcoat.
2.5 FABRICATION, GENERAL
A. Shop Assembly: Preassemble items in the shop to greatest extent possible. Disassemble units only as
necessary for shipping and handling limitations. Use connections that maintain structural value of joined
pieces. Clearly mark units for reassembly and coordinated installation.
B. Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a radius of
approximately 1/32 inch (1 mm) unless otherwise indicated. Remove sharp or rough areas on exposed
surfaces.
C. Form bent -metal comers to smallest radius possible without causing grain separation or otherwise
impairing work.
D. Form exposed work with accurate angles and surfaces and straight edges.
E. Weld corners and seams continuously to comply with the following:
1. Use materials and methods that minimize distortion and develop strength and corrosion resistance
of base metals.
2. Obtain fusion without undercut or overlap.
3. Remove welding flux immediately.
4. At exposed connections, fmish exposed welds and surfaces smooth and blended so no roughness
shows after finishing and contour of welded surface matches that of adjacent surface.
F. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners or welds
where possible. Where exposed fasteners are required, use Phillips flat -head (countersunk) fasteners
unless otherwise indicated. Locate joints where least conspicuous.
G. Fabricate seams and other connections that will be exposed to weather in a manner to exclude water.
Provide weep holes where water may accumulate.
H. Cut, reinforce, drill, and tap metal fabrications as indicated to receive finish hardware, screws, and similar
items.
I. Provide for anchorage of type indicated; coordinate with supporting structure. Space anchoring devices
to secure metal fabrications rigidly in place and to support indicated loads.
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1. Where units are indicated to be cast into concrete or built into masonry, equip with integrally
welded steel strap anchors, 1/8 by 1-1/2 inches (3.2 by 38 mm), with a minimum 6 -inch (150 -mm)
embedment and 2 -inch (50 -mm) hook, not less than 8 inches (200 mm) from ends and comers of
units and 24 inches (600 mm) o.c., unless otherwise indicated.
2.6 METAL BOLLARDS
A. Fabricate metal bollards from Schedule 80 steel pipe.
1. Cap bollards with 1/4 -inch- (6.4 -mm-) thick steel plate.
2. Where bollards are indicated to receive controls for door operators, provide necessary cutouts for
controls and holes for wire.
3. Where bollards are indicated to receive light fixtures, provide necessary cutouts for fixtures and
holes for wire.
B. Fabricate sleeves for bollard anchorage from steel pipe with 1/4 -inch- (6.4 -mm-) thick steel plate welded
to bottom of sleeve. Make sleeves not less than 8 inches (200 mm) deep and 3/4 inch (19 mm) larger
than OD of bollard.
C. Prime bollards with zinc -rich primer.
2.7 ABRASIVE METAL NOSINGS
A. Extruded Units: Aluminum, with abrasive filler consisting of aluminum oxide, silicon carbide, or a
combination of both, in an epoxy -resin binder. Fabricate units in lengths necessary to accurately fit
openings or conditions.
1. Manufacturers: Subject to compliance with requirements, available manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following:
a. ACL Industries, Inc.
b. American Safety Tread Co., Inc.
C, Amstep Products.
d. Armstrong Products, Inc.
e. Balco Inc.
f. Granite State Casting Co.
g. Wooster Products Inc.
2. Provide ribbed units, with abrasive filler strips projecting 1/16 inch (1.5 mm) above aluminum
extrusion.
3. Provide solid -abrasive -type units without ribs.
B. Provide anchors for embedding units in concrete, either integral or applied to units, as standard with
manufacturer.
C. Drill for mechanical anchors and countersink. Locate holes not more than 4 inches (100 mm) from ends
and not more than 12 inches (300 mm) o.c., evenly spaced between ends, unless otherwise indicated.
Provide closer spacing if recommended by manufacturer.
1. Provide two rows of holes for units more than 5 inches (125 nun) wide, with two holes aligned at
ends and intermediate holes staggered.
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DAA Project No. 6008
D. Apply clear lacquer to concealed surfaces of extruded units.
2.8 FINISHES, GENERAL
A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for
recommendations for applying and designating finishes.
B. Finish metal fabrications after assembly.
C. Finish exposed surfaces to remove tool and die marks and stretch lines, and to blend into surrounding
surface.
2.9 ALUMINUM FINISHES
A. Finish designations prefixed by AA comply with the system established by the Aluminum Association for
designating aluminum finishes.
B. As -Fabricated Finish: AA -M10 (Mechanical Finish: as fabricated, unspecified).
C. Class I, Clear Anodic Finish: AA-M12C22A41 (Mechanical Finish: nonspecular as fabricated;
Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class I, clear coating 0.018 mm
or thicker) complying with AAMA 611.
PART 3 - EXECUTION
3.1 INSTALLATION, GENERAL
A. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing metal
fabrications. Set metal fabrications accurately in location, alignment, and elevation; with edges and
surfaces level, plumb, true, and free of rack; and measured from established lines and levels.
B. Fastening to In -Place Construction: Provide anchorage devices and fasteners where metal fabrications
are required to be fastened to in-place construction. Provide threaded fasteners for use with concrete and
masonry inserts, toggle bolts, through bolts, lag screws, wood screws, and other connectors.
C. Provide temporary bracing or anchors in formwork for items that are to be built into concrete, masonry,
or similar construction.
D. Corrosion Protection: Coat concealed surfaces of aluminum that will come into contact with grout,
concrete, masonry, wood, or dissimilar metals with the following:
1. Extruded Aluminum: Two coats of clear lacquer.
3.2 INSTALLING METAL BOLLARDS
A. Fill metal -capped bollards solidly with concrete and allow concrete to cure seven days before installing.
1. Do not fill removable bollards with concrete.
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B. Anchor bollards in concrete with pipe sleeves preset and anchored into concrete. Fill annular space
around bollard solidly with nonshrink, nonmetallic grout; mixed and placed to comply with grout
manufacturer's written instructions. Slope grout up approximately 1/8 inch (3 mm) toward bollard.
C. Fill bollards solidly with concrete, mounding top surface to shed water.
1. Do not fill removable bollards with concrete.
3.3 INSTALLING NOSINGS, TREADS, AND THRESHOLDS
A. For nosings embedded in concrete steps or curbs, align nosings flush with riser faces and level with tread
surfaces.
3.4 ADJUSTING AND CLEANING
A. Touchup Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas.
Paint uncoated and abraded areas with the same material as used for shop painting to comply with SSPC-
PA 1 for touching up shop -painted surfaces.
1. Apply by brush or spray to provide a minimum 2.0 -mil (0.05 -nun) dry film thickness.
B. Touchup Painting: Cleaning and touchup painting of field welds, bolted connections, and abraded areas
of shop paint are specified in Division 9 painting Sections.
END OF SECTION 05500
Wabasso Beach Park
Indian River County
DAA Project No. 6008
05500-6
SECTION 05521 - PIPE AND TUBE RAILINGS
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. Section Includes:
1. Stainless-steel pipe and tube railings.
1.3 PERFORMANCE REQUIREMENTS
A. Delegated Design: Design railings, including comprehensive engineering analysis by a qualified
professional engineer, using performance requirements and design criteria indicated.
B. General: In engineering railings to withstand structural loads indicated, determine allowable design
working stresses of railing materials based on the following:
1. Stainless Steel: 60 percent of minimum yield strength.
C. Structural Performance: Railings shall withstand the effects of gravity loads and the following loads and
stresses within limits and under conditions indicated:
1. Handrails and Top Rails of Guards:
a. Uniform load of 501bf/ ft. (0.73 kN/m) applied in any direction.
b. Concentrated load of 200 lbf (0.89 kN) applied in any direction.
C, Uniform and concentrated loads need not be assumed to act concurrently.
2. Infill of Guards:
a. Concentrated load of 50 lbf (0.22 kN) applied horizontally on an area of 1 sq. ft. (0.093
sq. m).
b. Infill load and other loads need not be assumed to act concurrently.
D. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes
acting on exterior metal fabrications by preventing buckling, opening of joints, overstressing of
components, failure of connections, and other detrimental effects.
1. Temperature Change: 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces.
E. Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating metals and
other materials from direct contact with incompatible materials.
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1A SUBMITTALS
A. Product Data: For the following:
1. Manufacturer's product lines of mechanically connected railings.
2. Grout, anchoring cement, and paint products.
B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work.
C. Samples for Initial Selection: For products involving selection of color, texture, or design, including
mechanical finishes on stainless steel.
D. Samples for Verification: For each type of exposed finish required.
1. Sections of each distinctly different linear railing member, including handrails, top rails, posts, and
balusters.
2. Fittings and brackets.
3. Assembled Sample of railing system, made from full-size components, including top rail, post,
handrail, and infill. Sample need not be full height.
a. Show method of finishing and connecting members at intersections.
E. Delegated -Design Submittal: For installed products indicated to comply with performance requirements
and design criteria, including analysis data signed and sealed by the qualified professional engineer
responsible for their preparation.
F. Mill Certificates: Signed by manufacturers of stainless-steel products certifying that products furnished
comply with requirements.
G. Welding certificates.
L5 QUALITY ASSURANCE
A. Source Limitations: Obtain each type of railing from single source from single manufacturer.
B. Welding Qualifications: Qualify procedures and personnel according to AWS D1.1/D1.1M, "Structural
Welding Code - Steel."
C. Welding Qualifications: Qualify procedures and personnel according to the following:
1. AWS D1.1/D1,1M, "Structural Welding Code - Steel."
2, AWS D1.2/D1.2M, "Structural Welding Code = Aluminum."
3, AWS D1.6, "Structural Welding Code - Stainless Steel."
1.6 PROJECT CONDITIONS
A. Field Measurements: Verify actual locations of walls and other construction contiguous with metal
fabrications by field measurements before fabrication.
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DAA Project No. 6008
1.7 COORDINATION AND SCHEDULING
A. Coordinate selection of shop primers with topcoats to be applied over them. Comply with paint and
coating manufacturers' written recommendations to ensure that shop primers and topcoats are compatible
with one another.
B. Coordinate installation of anchorages for railings. Furnish setting drawings, templates, and directions for
installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors,
that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation.
C. Schedule installation so wall attachments are made only to completed walls. Do not support railings
temporarily by any means that do not satisfy structural performance requirements.
PART 2 -PRODUCTS
2.1 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that
may be incorporated into the Work include, but are not limited to, the following:
1. Stainless -Steel Pipe and Tube Railings:
a. Blum, Julius & Co., Inc.
b. Stainless Fabricators, Inc.
C. Tuttle Railing Systems; Div. of Tuttle Aluminum & Bronze, Inc.
2.2 METALS, GENERAL
A. Metal Surfaces, General: Provide materials with smooth surfaces, without seam marks, roller marks,
rolled trade names, stains, discoloration, or blemishes.
B. Brackets, Flanges, and Anchors: Cast or formed metal of same type of material and finish as supported
rails unless otherwise indicated.
2.3 STAINLESS STEEL
A. Tubing: ASTM A 554, Grade MT 316L,
B. Pipe: ASTM A 312/A 312M, Grade TP 316L,
2.4 FASTENERS
A. General: Provide the following:
B. Fasteners for Anchoring Railings to Other Construction: Select fasteners of type, grade, and class
required to produce connections suitable for anchoring railings to other types of construction
indicated and capable of withstanding design loads.
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DAA Project No. 6008
C. Fasteners for Interconnecting Railing Components:
1. Provide concealed fasteners for interconnecting railing components and for attaching them to other
work, unless exposed fasteners are unavoidable.
2. Provide tamper-resistant flat -head machine screws for exposed fasteners unless otherwise
indicated.
D. Post -Installed Anchors: Torque -controlled expansion anchors or chemical anchors capable of sustaining,
without failure, a load equal to six times the load imposed when installed in unit masonry and four times
the load imposed when installed in concrete, as determined by testing according to ASTM E 488,
conducted by a qualified independent testing agency.
1. Material for Exterior Locations and Where Stainless Steel is Indicated: Alloy Group 2 (A4)
stainless-steel bolts, ASTM F 593 (ASTM F 738M), and nuts, ASTM F 594 (ASTM F 836M).
2.5 MISCELLANEOUS MATERIALS
A. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded.
1. For stainless-steel railings, provide type and alloy as recommended by producer of metal to be
welded and as required for color match, strength, and compatibility in fabricated items.
B. Bituminous Paint: Cold -applied asphalt emulsion complying with ASTM D 1187,
C. Nonshrink, Nonmetallic Grout: Factory -packaged, nonstaining, noncorrosive, nongaseous grout
complying with ASTM C 1107. Provide grout specifically recommended by manufacturer for interior
and exterior applications.
D. Anchoring Cement: Factory -packaged, nonshrink, nonstaining, hydraulic -controlled expansion cement
formulation for mixing with water at Project site to create pourable anchoring, patching, and grouting
compound.
1. Water -Resistant Product: At exterior locations provide formulation that is resistant to erosion
from water exposure without needing protection by a sealer or waterproof coating and that is
recommended by manufacturer for exterior use.
2.6 FABRICATION
A. General: Fabricate railings to comply with requirements indicated for design, dimensions, member sizes
and spacing, details, finish, and anchorage, but not less than that required to support structural loads.
B. Assemble railings in the shop to greatest extent possible to minimize field splicing and assembly.
Disassemble units only as necessary for shipping and handling limitations. Clearly mark units for
reassembly and coordinated installation. Use connections that maintain structural value of joined pieces.
C. Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a radius of
approximately 1/32 inch (1 mm) unless otherwise indicated. Remove sharp or rough areas on exposed
surfaces.
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D. Form work true to line and level with accurate angles and surfaces.
E. Fabricate connections that will be exposed to weather in a manner to exclude water. Provide weep holes
where water may accumulate.
F. Cut, reinforce, drill, and tap as indicated to receive finish hardware, screws, and similar items.
G. Connections: Fabricate railings with [welded] connections unless otherwise indicated.
H. Welded Connections: Cope components at connections to provide close fit, or use fittings designed for
this purpose. Weld all around at connections, including at fittings.
1. Use materials and methods that minimize distortion and develop strength and corrosion resistance
of base metals.
2. Obtain fusion without undercut or overlap.
3. Remove flux immediately.
4. At exposed connections, finish exposed surfaces smooth and blended so no roughness shows after
finishing and welded surface matches contours of adjoining surfaces.
I. Form changes in direction as follows:
1. By bending.
J. Bend members in jigs to produce uniform curvature for each configuration required; maintain cross
section of member throughout entire bend without buckling, twisting, cracking, or otherwise deforming
exposed surfaces of components.
K. Close exposed ends of railing members with prefabricated end fittings.
L. Provide wall returns at ends of wall -mounted handrails unless otherwise indicated. Close ends of returns
unless clearance between end of rail and wall is 1/4 inch (6 mm) or less.
M. Brackets, Flanges, Fittings, and Anchors: Provide wall brackets, flanges, miscellaneous fittings, and
anchors to interconnect railing members to other work unless otherwise indicated.
N. Provide inserts and other anchorage devices for connecting railings to concrete or masonry work.
Fabricate anchorage devices capable of withstanding loads imposed by railings. Coordinate anchorage
devices with supporting structure.
2.7 FINISHES, GENERAL
A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for
recommendations for applying and designating finishes.
B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary
protective covering before shipping.
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2.8 STAINLESS-STEEL FINISHES
A. Remove tool and die marks and stretch lines, or blend into finish.
B. Dull Satin Finish: No. 6.
C. When polishing is completed, passivate and rinse surfaces. Remove embedded foreign matter and leave
surfaces chemically clean.
PART 3 - EXECUTION
3.1 EXAMINATION
3.2 INSTALLATION, GENERAL
A. Fit exposed connections together to form tight, hairline joints.
B. Perform cutting, drilling, and fitting required for installing railings. Set railings accurately in location,
alignment, and elevation; measured from established lines and levels and free of rack.
1. Do not weld, cut, or abrade surfaces of railing components that have been coated or finished after
fabrication and that are intended for field connection by mechanical or other means without further
cutting or fitting.
2. Set posts plumb within a tolerance of 1/16 inch in 3 feet (2 mm in 1 m).
3. Align rails so variations from level for horizontal members and variations from parallel with rake
of steps and ramps for sloping members do not exceed 1/4 inch in 12 feet (5 mm in 3 m).
C. Corrosion Protection: Coat concealed surfaces of aluminum that will be in contact with grout, concrete,
masonry, wood, or dissimilar metals, with a heavy coat of bituminous paint.
D. Adjust railings before anchoring to ensure matching alignment at abutting joints.
E. Fastening to In -Place Construction: Use anchorage devices and fasteners where necessary for securing
railings and for properly transferring loads to in-place construction.
3.3 RAILING CONNECTIONS
A. Welded Connections: Use fully welded joints for permanently connecting railing components. Comply
with requirements for welded connections in "Fabrication" Article whether welding is performed in the
shop or in the field.
B. Expansion Joints: Install expansion joints at locations indicated but not farther apart than required to
accommodate thermal movement. Provide slip joint internal sleeve extending 2 inches (50 nun) beyond
joint on either side, fasten internal sleeve securely to one side, and locate joint within 6 inches (150 mm)
of post.
y
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DAA Project No. 6008
3.4 ANCHORING POSTS
A. Form or core -drill holes not less than 5 inches (125 mm) deep and 3/4 inch (20 nun) larger than OD of
post for installing posts in concrete. Clean holes of loose material, insert posts, and fill annular space
between post and concrete with nonshrink, nonmetallic grout, mixed and placed to comply with
anchoring material manufacturer's written instructions.
B. Cover anchorage joint with flange of same metal as post, welded to post after placing anchoring material.
3.5 ATTACHING RAILINGS
3.6 ADJUSTING AND CLEANING
A. Clean stainless steel by washing thoroughly with clean water and soap and rinsing with clean water.
3.7 PROTECTION
A. Protect finishes of railings from damage during construction period with temporary protective coverings
approved by railing manufacturer. Remove protective coverings at time of Substantial Completion.
END OF SECTION 05521
Wabasso Beach Park
Indian River County
DAA Project No. 6008
05521-7
J
i
SECTION 07460 - SIDING
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. Section Includes:
1. Fiber -cement siding.
2. Fiber -cement soffit.
1.3 SUBMITTALS
A. Product Data: For each type of product indicated. Include construction details, material descriptions,
dimensions of individual components and profiles, and finishes.
B. Samples for Initial Selection: For siding and soffit including related accessories.
C. Samples for Verification: For each type, color, texture, and pattern required.
1. 12 -inch- (300 -mm-) long -by -actual -width Sample of siding.
2. 12 -inch- (300 -mm-) long -by -actual -width Sample of soffit.
3. 12 -inch- (300 -mm-) long -by -actual -width Samples of trim and accessories.
D. Product Certificates: For each type of siding and soffit, from manufacturer.
E. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing
agency, for fiber -cement siding.
F. Maintenance Data: For each type of siding and soffit and related accessories to include in maintenance
manuals.
G. Warranty: Sample of special warranty.
1.4 QUALITY ASSURANCE
A. Labeling: Provide fiber -cement siding that is tested and labeled according to ASTM C 1186 by a
qualified testing agency acceptable to authorities having jurisdiction.
B. Source Limitations: Obtain each type, color, texture, and pattern of siding and soffit, including related
accessories, from single source from single manufacturer.
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DAA Project No. 6008
L5 DELIVERY, STORAGE, AND HANDLING
A. Store materials in a dry, well -ventilated, weather tight place.
1.6 COORDINATION
A. Coordinate installation with flashings and other adjoining construction to ensure proper sequencing.
1.7 WARRANTY
A. Special Warranty: Standard form in which manufacturer agrees to repair or replace siding and soffit that
fail(s) in materials or workmanship within specified warranty period.
1. Failures include, but are not limited to, the following:
a. Structural failures including cracking, deforming, and fading.
2. Warranty Period: 10 years from date of Substantial Completion.
1.8 EXTRA MATERIALS
A. Furnish extra materials that match products installed and that are packaged with protective covering for
storage and identified with labels describing contents.
1. Furnish full lengths of siding and soffit including related accessories, in a quantity equal to 2
percent of amount installed.
PART 2 -PRODUCTS
2.1 FIBER -CEMENT SIDING
A. General: ASTM C 1186, Type A, Grade II, fiber -cement board, noncombustible when tested according
to ASTME. 136; with a flame -spread index of 25 or less when tested according to ASTM E 84,
1. Manufacturers: Subject to compliance with requirements, available manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following:
a. Cemplank.
b. GAF Materials Corporation.
C, James Hardie.
d. Nichiha Fiber Cement.
2. Horizontal Pattern: Boards 8-1/4 to 8-1/2 inches (2 10 to 216 mm) wide in plain style.
a. Texture: Smooth.
3. Shingle Pattern: 48 -inch- (1200 -mm-) wide, staggered -edge notched sheets with wood -grain
texture.
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DAA Project No. 6008
2.2
4. Factory Priming: Manufacturer's standard acrylic primer.
FIBER -CEMENT SOFFIT
A. General: ASTM C 1186, Type A, Grade II, fiber -cement board, noncombustible when tested according
to ASTM E 136; with a flame -spread index of 25 or less when tested according to ASTM E 84.
1. Manufacturers: Subject to compliance with requirements, available manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following:
a. Cemplank.
b. GAF Materials Corporation.
C, James Hardie.
B. Pattern: Provide the following fiber -cement panels:
1. 4 foot wide x 8 foot long sheets for ceilings with smooth texture.
2. 12 inch wide x 12 foot long sheets for eaves with smooth texture
C. Factory Priming: Manufacturer's standard acrylic primer.
2.3 ACCESSORIES
A. Decorative Accessories: Provide the following fiber -cement decorative accessories as indicated:
1. Lattice.
2, Fasciae.
3. Moldings and trim.
B. Colors for Decorative Accessories: As selected by Architect from manufacturer's full range of industry
colors.
C. Flashing: Provide stainless-steel flashing complying with Division 7 Section "Sheet Metal Flashing and
Trim" at window and door heads and where indicated.
1. Finish for Aluminum Flashing: Siliconized polyester coating, same color as siding.
D. Fasteners:
1. For fastening to wood, use ribbed bugle -head screws of sufficient length to penetrate a minimum
of 1 inch (25 mm) into substrate.
2. For fastening fiber cement, use stainless-steel fasteners.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates for compliance with requirements for installation tolerances and other conditions
affecting performance of siding and soffit and related accessories.
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Indian River County 07460-3
DAA Project No. 6008
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Clean substrates of projections and substances detrimental to application.
3.3 INSTALLATION
A. General: Comply with siding and soffit manufacturer's written installation instructions applicable to
products and applications indicated unless more stringent requirements apply.
1. Do not install damaged components.
B. Install fiber -cement siding and soffit and related accessories.
1. Install fasteners no more than 24 inches (600 mm) o.c.
C. Install joint sealants as specified in Division 7 Section "Joint Sealants" and to produce a weathertight
installation.
3.4 ADJUSTING AND CLEANING
A. Remove damaged, improperly installed, or otherwise defective materials and replace with new materials
complying with specified requirements.
B. Clean finished surfaces according to manufacturer's written instructions and maintain in a clean condition
during construction.
END OF SECTION 07460
Wabasso Beach Park Revised 01/08/09
Indian River County 07460-4
DAA Project No. 6008
SECTION 07610 - SHEET METAL ROOFING
PART 1 - GENERAL
1.1
1.2
1.3
RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
Division 1 Specification Sections, apply to this Section.
SUMMARY
A. Section Includes:
1. Standing -seam metal roofing, on-site, roll formed.
B. Related Sections:
1, Division 7 Section "Sheet Metal Flashing and Trim" for fasciae, and flashings that are not part of
sheet metal roofing.
2. Division 7 Section "Joint Sealants" for field -applied sealants adjoining sheet metal roofing.
PERFORMANCE REQUIREMENTS
A. General Performance: Sheet metal roofing system including, but not limited to, metal roof panels, cleats,
clips, anchors and fasteners, sheet metal flashing integral with sheet metal roofing, fascia panels, trim,
underlayment, and accessories shall comply with requirements indicated without failure due to defective
manufacture, fabrication, installation, or other defects in construction. Sheet metal roofing shall remain
watertight.
B. Thermal Movements: Provide sheet metal roofing that allows for thermal movements from ambient and
surface temperature changes. Base calculations on surface temperatures of materials due to both solar
heat gain and nighttime -sky heat loss.
1. Temperature Change (Range): 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material
surfaces.
1.4 SUBMITTALS
A. Product Data: For each type of product indicated. Include construction details, material descriptions,
dimensions of individual components and profiles, and finishes for each manufactured product and
accessory.
B. Shop Drawings: Show fabrication and installation layouts of sheet metal roofing, including plans,
elevations, expansion joint locations, and keyed details. Distinguish between shop- and field -assembled
work. Include the following:
1. Details for forming sheet metal roofing, including seams and dimensions.
2. Details for joining and securing sheet metal roofing, including layout of fasteners, cleats, clips,
and other attachments. Include pattern of seams.
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3. Details of termination points and assemblies, including fixed points.
4. Details of expansion joints, including showing direction of expansion and contraction.
5. Details of roof penetrations.
6. Details of edge conditions, including eaves, ridges, valleys, rakes, crickets, and counterflashings.
7. Details of special conditions.
8. Details of connections to adjoining work.
9. Detail the following accessory items, at a scale of not less than 1-1/2 inches per 12 inches (1:10):
a. Flashing and trim.
C. Samples for Initial Selection: For each type of sheet metal roofing indicated, with factory -applied color
finishes.
1. Include similar Samples of trim and accessories involving color selection.
D. Coordination Drawings: Roof plans drawn to scale with coordinated details for penetrations and roof -
mounted items. Show the following:
1. Sheet metal roofing and attachments.
E. Portable Roll -Forming Equipment Certificate: Issued by UL for equipment manufacturer's portable roll -
forming equipment capable of producing panels that comply with UL requirements. Show expiration
date no earlier than two months after scheduled completion of sheet metal roofing.
1. Submit certificates indicating recertification of equipment whose certification has expired during
the construction period.
F. Qualification Data: For qualified fabricator.
G. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing
agency, for each product.
H. Maintenance Data: For roofing sheet metals and accessories to include in maintenance manuals.
I. Warranties: Sample of special warranties.
1.5 QUALITY ASSURANCE
A. Roll -Formed Sheet Metal Roofing Fabricator Qualifications: Fabricator authorized by portable roll -
forming equipment manufacturer to fabricate and install sheet metal roofing units required for this
Project, and who maintains current UL certification of its portable roll -forming equipment.
B. UL -Certified, Portable Roll -Forming Equipment: UL -certified, portable roll -forming equipment capable
of producing roofing panels for sheet metal roofing assemblies that comply with UL 580 for Class 90
wind -uplift resistance or greater, as stated on the structural drawings. Roofing panels and installation
shall meet the requirements of the Florida Building Code Product Approval or Miami -Dade notice of
acceptance. Provide written certification for roofing panels.
C. Maintain UL certification of portable roll -forming equipment for duration of sheet metal roofing work.
D. Sheet Metal Roofing Standard: Comply with SMACNA's "Architectural Sheet Metal Manual" unless
more stringent requirements are specified or shown on Drawings.
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Indian River County
DAA Project No. 6008
r 1.6 DELIVERY, STORAGE, AND HANDLING
A. Do not store sheet metal roofing materials in contact with other materials that might cause staining,
denting, or other surface damage. Store sheet metal roofing materials away from uncured concrete and
masonry.
B. Protect strippable protective covering on sheet metal roofing from exposure to sunlight and high
humidity, except to the extent necessary for the period of sheet metal roofing installation.
1.7 COORDINATION
A. Coordinate installation of roof curbs, equipment supports, and roof penetrations, which are specified in
other Sections.
B. Coordinate sheet metal roofing with rain drainage work, flashing, trim, and construction of sheathing,
parapets, walls, and other adjoining work to provide a leak proof, secure, and noncorrosive installation.
L8 WARRANTY
A. Special Warranty: Warranty form at the end of this Section in which Installer agrees to repair or replace
components of sheet metal roofing that fail in materials or workmanship within specified warranty period.
1. Failures include, but are not limited to, the following:
a. Structural failures, including but not limited to rupturing, cracking, or puncturing.
b. Wrinkling or buckling.
C. Loose parts.
d. Failure to remain weather tight, including uncontrolled water leakage.
e. Deterioration of metals, metal finishes, and other materials beyond normal weathering,
including non-uniformity of color or finish.
f. Galvanic action between sheet metal roofing and dissimilar materials.
2. Warranty Period: Two years from date of Substantial Completion.
B. Special Warranty on Finishes: Manufacturer's standard form in which manufacturer agrees to repair
finish or replace sheet metal roofing that shows evidence of deterioration of factory -applied finishes
within specified warranty period.
1. Exposed Panel Finish: Deterioration includes, but is not limited to, the following:
a. Color fading more than 5 Hunter units when tested according to ASTM D 2244.
b. Chalking in excess of a No. 8 rating when tested according to ASTM D 4214.
C, Cracking, checking, peeling, or failure of paint to adhere to bare metal.
2. Finish Warranty Period: 20 years from date of Substantial Completion.
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DAA Project No. 6008
07610-3
PART2-PRODUCTS
2.1 ROOFING SHEET METALS
A. General: Protect mechanical and other finishes on exposed surfaces from damage by applying a
strippable, temporary protective film before shipping.
B. Metallic -Coated Steel Sheet: Restricted flatness steel sheet, metallic coated by the hot -dip process and
prepainted by the coil -coating process to comply with ASTM A 755/A 755M,
1. Aluminum -Zinc Alloy -Coated Steel Sheet: ASTM A 792/A 792M, Class AZ50 coating
designation, Grade 40 (Class AZM150 coating designation, Grade 275); structural quality.
2. Thickness: Nominal 0.028 inch (0.71 mm) unless otherwise indicated.
3. Surface: Embossed.
4, Exposed Coil -Coated Finish:
a. Three -Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less than 70
percent PVDF resin by weight in both color coat and clear topcoat. Prepare, pretreat, and
apply coating to exposed metal surfaces to comply with coating and resin manufacturers'
written instructions.
5. Color: As selected by Architect from manufacturer's full range.
6. Concealed Finish: Pretreat with manufacturer's standard white or light-colored acrylic or
polyester -backer finish, consisting of prime coat and wash coat with a minimum total dry film
thickness of 0.5 mil (0.013 mm).
2.2 UNDERLAYMENT MATERIALS
A. Self -Adhering, High -Temperature Sheet: Minimum 30 to 40 mils (0.76 to 1.0 mm) thick, consisting of
slip -resisting polyethylene -film top surface laminated to layer of butyl or SBS -modified asphalt adhesive,
with release -paper backing; cold applied. Provide primer when recommended by underlayment
manufacturer.
1. Thermal Stability: ASTM D 1970; stable after testing at 240 deg F (116 deg C).
2, Low -Temperature Flexibility: ASTM D 1970; passes after testing at minus 20 deg F (29 deg C).
3. Products: Subject to compliance with requirements, [available products that may be incorporated
into the Work include, but are not limited to, the following]:
a. Carlisle Coatings & Waterproofing Inc.; CCW WIP 300HT.
b. Grace Construction Products, a unit of W. R. Grace & Co.; Ultra.
C, Owens Corning; WeatherLock Metal High -Temperature Underlayment,
B. Slip Sheet: Building paper, 3-lb/100 sq. ft. (0.16-kg/sq. m) minimum, rosin sized.
2.3 MISCELLANEOUS MATERIALS
A. General: Provide materials and types of fasteners, solder, welding rods, protective coatings, separators,
sealants, and other miscellaneous items as required for a complete roofing system and as recommended
by primary sheet metal or portable roll -forming equipment manufacturer unless otherwise indicated.
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DAA Project No. 6008
B. Snap-On Seams: Provide snap -on seams integrated with panel -edge profile as recommended by portable
Lroll -forming equipment manufacturer to produce sheet metal roofing assemblies that comply with UL 580
for wind -uplift resistance classification specified in "Quality Assurance" Article.
w
C. Fasteners: Wood screws, annular -threaded nails, self -tapping screws, self-locking rivets and bolts, and
other suitable fasteners designed to withstand design loads.
1. General:
a. Exposed Fasteners: Heads matching color of sheet metal roofing using plastic caps or
factory -applied coating.
b. Fasteners for Flashing and Trim: Blind fasteners or self -drilling screws, gasketed, with
hex -washer head.
C. Blind Fasteners: High-strength aluminum or stainless-steel rivets suitable for metal being
fastened.
2. Fasteners for Aluminum -Zinc Alloy -Coated Steel Sheet: Hot -dip galvanized steel according to
ASTM A 153/A 153M, ASTM F 2329, or Series 300 stainless steel.
D. Sealant Tape: Pressure -sensitive, 100 percent solids, gray polyisobutylene compound sealant tape with
release -paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape 1/2 inch (13 mm)
wide and 1/8 inch (3 mm) thick.
E. Elastomeric Sealant: ASTM C 920, elastomeric polyurethane polymer sealant as recommended by
portable roll -forming equipment manufacturer for installation indicated; low modulus; of type, grade,
class, and use classifications required to seal joints in sheet metal roofing and remain watertight.
F. Butyl Sealant: ASTM C 1311, single -component, solvent -release butyl rubber sealant; polyisobutylene
plasticized; heavy bodied for hooked -type expansion joints with limited movement.
G. Bituminous Coating: Cold -applied asphalt emulsion complying with ASTM D 1187,
2.4 ACCESSORIES
A. Sheet Metal Accessories: Provide components required for a complete sheet metal roofing assembly
including trim, copings, fasciae, comer units, clips, flashings, sealants, gaskets, fillers, metal closures,
closure strips, and similar items. Match material and finish of sheet metal roofing unless otherwise
indicated.
1. Provide accessories as recommended by portable roll -forming equipment manufacturer to produce
sheet metal roofing assemblies that comply with UL 580 for wind -uplift resistance classification
specified in "Quality Assurance" Article.
2, Clips: Minimum 0.062 -inch- (1.59 -mm-) thick, stainless-steel panel clips designed to withstand
negative -load requirements.
3. Backing Plates: Plates at roofing splices, fabricated from material recommended by SMACNA.
4, Closure Strips: Closed -cell, expanded, cellular, rubber or crosslinked, polyolefin foam or closed -
cell laminated polyethylene; minimum 1 -inch- (25 -mm-) thick, flexible -closure strips; cut or
premolded to match sheet metal roofing profile. Provide closure strips where indicated or
necessary to ensure weathertight construction.
5. Flashing and Trim: Formed from same material and with same finish as sheet metal roofing,
minimum thickness matching the sheet metal roofing.
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Indian River County
DAA Project No. 6008
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2.5 FABRICATION
A. General: Fabricate roll -formed sheet metal roofing panels with UL -certified, portable roll -forming
equipment capable of producing roofing panels for sheet metal roofing assemblies that comply with
UL 580 for wind -uplift resistance classification specified in "Quality Assurance" Article. Fabricate roll -
formed sheet metal according to equipment manufacturer's written instructions and to comply with details
shown.
B. Fabrication Tolerances: Fabricate sheet metal roofing that is capable of installation to a tolerance of 1/4
inch in 20 feet (6 mm in 6 m) on slope and location lines as indicated and within 1/8 -inch (3 -mm) offset
of adjoining faces and of alignment of matching profiles.
C. Form exposed sheet metal work to fit substrates without excessive oil canning, buckling, and tool marks;
true to line and levels indicated; and with exposed edges folded back to form hems.
1. Lay out sheet metal roofing so transverse seams, if required, are made in direction of flow with
higher panels overlapping lower panels.
2. Offset transverse seams from each other 12 inches (300 mm) minimum.
3. Fold and cleat eaves and transverse seams in the shop.
4. Form and fabricate sheets, seams, strips, cleats, valleys, ridges, edge treatments, integral flashings,
and other components of metal roofing to profiles, patterns, and drainage arrangements shown on
Drawings and as required for leakproof construction.
D. Expansion Provisions: Fabricate sheet metal roofing to allow for expansion in running work sufficient to
prevent leakage, damage, and deterioration of the Work. Where lapped expansion provisions cannot be
used, form expansion joints of intermeshing hooked flanges, not less than 1 inch (25 mm) deep, filled
with butyl sealant concealed within joints.
E. Sealant Joints: Where movable, nonexpansion-type joints are indicated or required to produce
weathertight seams, form metal to provide for proper installation of elastomeric sealant in compliance
with SMACNA standards.
F. Metal Protection: Where dissimilar metals will contact each other, protect against galvanic action by
painting contact surfaces with bituminous coating, by applying self -adhering sheet underlayment to each
contact surface, or by other permanent separation as recommended by fabricator of sheet metal roofing or
manufacturers of the metals in contact.
G. Sheet Metal Accessories: Custom fabricate flashings and trim to comply with recommendations in
SMACNA's "Architectural Sheet Metal Manual" that apply to design, dimensions, metal, and other
characteristics of item indicated. Obtain field measurements for accurate fit before shop fabrication.
1. Form exposed sheet metal accessories without excessive oil canning, buckling, and tool marks and
true to line and levels indicated, with exposed edges folded back to form hems.
2. Seams: Fabricate nonmoving seams with flat -lock seams. Form seams and seal with elastomeric
sealant unless otherwise recommended by sealant manufacturer for intended use. Rivet joints
where necessary for strength.
3. Sealed Joints: Form nonexpansion but movable joints in metal to accommodate elastomeric
sealant.
4. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on
faces of accessories exposed to view.
5. Fabricate cleats and attachment devices of sizes as recommended by SMACNA's "Architectural
Sheet Metal Manual" for application, but not less than thickness of metal being secured.
H. Do not use graphite pencils to mark metal surfaces.
Wabasso Beach Park 07610-6
Indian River County
DAA Project No. 6008
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for
installation tolerances, substrate, and other conditions affecting performance of the Work.
1. Examine solid roof sheathing to verify that sheathing joints are supported by framing or blocking,
that tops of fasteners are flush with surface, and that installation is within flatness tolerances
required for finished roofing installation.
2. Verify that substrate is sound, dry, smooth, clean, sloped for drainage, and completely anchored,
and that provision has been made for drainage, flashings, and penetrations through sheet metal
roofing.
B. For the record, prepare written report, endorsed by Installer, listing conditions detrimental to performance
of the Work.
C. Examine roughing -in for components and systems penetrating sheet metal roofing to verify actual
locations of penetrations relative to seam locations of sheet metal roofing before installation.
D. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 UNDERLAYMENT INSTALLATION
A. Self -Adhering Sheet Underlayment: Install self -adhering sheet underlayment, wrinkle free, on roof
sheathing under sheet metal roofing. Apply primer if required by underlayment manufacturer. Comply
with temperature restrictions of underlayment manufacturer for installation; use primer rather than nails
for installing underlayment at low temperatures. Apply over entire roof, in shingle fashion to shed water,
with end laps of not less than 6 inches (150 mm) staggered 24 inches (600 mm) between courses.
Overlap side edges not less than 3-1/2 inches (90 mm). Roll laps with roller. Cover underlayment within
14 days.
1. Roof perimeter for a distance up from eaves of 24 inches (600 mm) beyond interior wall line.
2. Valleys, from lowest to highest point, for a distance on each side of 18 inches (460 mm). Overlap
ends of sheets not less than 6 inches (150 mm).
3. Rake edges for a distance of 18 inches (460 mm).
4. Hips and ridges for a distance on each side of 12 inches (300 mm).
5. Roof to wall intersections for a distance from wall of 18 inches (460 nun).
6. Around dormers, chimneys, skylights, and other penetrating elements for a distance from element
of 18 inches (460 mm).
B. Install flashings to cover underlayment to comply with requirements in Division 7 Section "Sheet Metal
Flashing and Trim."
C. Apply slip sheet before installing sheet metal roofing.
Wabasso Beach Park
Indian River County
DAA Project No. 6008
07610-7
3.3 INSTALLATION, GENERAL
A. General: Anchor sheet metal roofing and other components of the Work securely in place, with
provisions for thermal and structural movement. Install fasteners, solder, welding rods, protective
coatings, separators, sealants, and other miscellaneous items as required for a complete roofing system
and as recommended by fabricator for sheet metal roofing.
1. Field cutting of sheet metal roofing by torch is not permitted.
2. Provide metal closures at peaks, rake edges, rake walls, eaves and each side of ridge and hip caps.
3. Flash and seal sheet metal roofing with closure strips at eaves, rakes, and perimeter of all
openings. Fasten with self -tapping screws.
4. Locate and space fastenings in uniform vertical and horizontal alignment. Predrill panels for
fasteners.
5. Install ridge and hip caps as sheet metal roofing work proceeds.
6. Locate roofing splices over, but not attached to, structural supports. Stagger roofing splices and
end laps to avoid a four -panel lap splice condition. Install backing plates at roofing splices.
7. Install sealant tape where indicated.
8. Lap metal flashing over sheet metal roofing to allow moisture to run over and off the material.
9. Do not use graphite pencils to mark metal surfaces.
B. Thermal Movement. Rigidly fasten metal roof panels to structure at only one location for each panel.
Allow remainder of panel to move freely for thermal expansion and contraction.
1. Point of Fixity: Fasten each panel along a single line of fixing located at eave, ridge and center of
panel length.
2. Avoid attaching accessories through roof panels in a manner that will inhibit thermal movement.
C. Fasteners: Use fasteners of sizes that will penetrate wood sheathing not less than 1-1/4 inches (32 mm)
for nails and not less than 3/4 inch (19 nun) for wood screws.
D. Metal Protection: Where dissimilar metals will contact each other or corrosive substrates, protect against
galvanic action by painting contact surfaces with bituminous coating, by applying self -adhering sheet
underlayment to each contact surface, or by other permanent separation as recommended by SMACNA.
E. Conceal fasteners and expansion provisions where possible in exposed work and locate to minimize
possibility of leakage. Cover and seal fasteners and anchors as required for a right installation.
F. Fasciae: Align bottom of sheet metal roofing and fasten with blind rivets, bolts, or self -tapping screws.
Flash and seal sheet metal roofing with closure strips where fasciae meet soffits, along lower panel edges,
and at perimeter of all openings.
3.4 ON-SITE, ROLL -FORMED SHEET METAL ROOFING INSTALLATION
A. General: Install on-site, roll -formed sheet metal roofing fabricated from UL -certified equipment to
comply with equipment manufacturer's written instructions for UL wind -uplift resistance class indicated.
Provide sheet metal roofing of full length from eave to ridge unless otherwise restricted by on-site or
shipping limitations.
B. Standing -Seam Sheet Metal Roofing: Fasten sheet metal roofing to supports with concealed clips at each
standing -seam joint at location, at spacing, and with fasteners recommended by manufacturer of portable
roll -forming equipment.
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3.5
1. Install clips to substrate with self -tapping fasteners.
2. Install pressure plates at locations indicated in equipment manufacturer's written installation
instructions.
3. Before panels are joined, apply continuous bead of sealant to top of flange of lower panel.
4. Snap-On Seam: Nest standing seams and fasten together by interlocking and completely engaging
field -applied sealant.
5. Seamed Joint: Crimp standing seams with manufacturer -approved motorized seamer tool so cleat,
sheet metal roofing, and field -applied sealant are completely engaged.
C. Seal joints as shown and as required for watertight construction. For roofing with 3:12 slopes or less, use
cleats at transverse seams.
1. Where sealant -filled joints are used, embed hooked flanges of joint members not less than 1 inch
(25 mm) into sealant. Form joints to completely conceal sealant. When ambient temperature at
time of installation is moderate, between 40 and 70 deg F (4 and 21 deg C), set joint members for
50 percent movement either way. Adjust setting proportionately for installation at higher ambient
temperatures. Do not install sealant -type joints at temperatures below 40 deg F (4 deg Q.
2. Prepare joints and apply sealants to comply with requirements in Division 7 Section "Joint
Sealants."
ACCESSORY INSTALLATION
A. General: Install accessories with positive anchorage to building and weathertight mounting and provide
for thermal expansion. Coordinate installation with flashings and other components.
1. Install components required for a complete sheet metal roofing assembly including trim, copings,
seam covers, flashings, sealants, gaskets, fillers, metal closures, closure strips, and similar items.
2. Install accessories integral to sheet metal roofing that are specified in Division 7 Section "Sheet
Metal Flashing and Trim" to comply with that Section's requirements.
B. Flashing and Trim: Comply with performance requirements, manufacturer's written installation
instructions, and SMACNA's "Architectural Sheet Metal Manual." Provide concealed fasteners where
possible, and set units true to line and level as indicated. Install work with laps, joints, and seams that
will be permanently watertight and weather resistant.
1. Install flashing and trim as required to seal against weather and to provide finished appearance.
Locations include, but are not limited to, eaves, rakes, corners, bases, framed openings, ridges,
fasciae, and fillers.
2. Install continuous strip of self -adhering underlayment at edge of continuous flashing overlapping
self -adhering underlayment, where "continuous seal strip" is indicated in SMACNA's
"Architectural Sheet Metal Manual," and where indicated on Drawings.
3. Install exposed flashing and trim without excessive oil canning, buckling, and tool marks and true
to line and levels indicated, with exposed edges folded back to form hems. Install sheet metal
flashing and trim to fit substrates and to result in waterproof and weather -resistant performance.
4. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim Space
movement joints at a maximum of 10 feet (3 m) with no joints allowed within 24 inches (600 mm)
of comer or intersection. Where lapped expansion provisions cannot be used or would not be
sufficiently weather resistant and waterproof, form expansion joints of intermeshing hooked
flanges, not less than 1 inch (25 mm) deep, and filled with butyl sealant concealed within joints.
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Indian River County
DAA Project No. 6008
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3.6 ERECTION TOLERANCES
A. Installation Tolerances: Shim and align sheet metal roofing within installed tolerance of 1/4 inch in 20
feet (6 mm in 6 m) on slope and location lines as indicated and within 1/8 -inch (3 -mm) offset of adjoining
faces and of alignment of matching profiles.
B. Installation Tolerances: Shim and align sheet metal roofing within installed tolerances specified in
MCA's "Guide Specification for Residential Metal Roofing."
3.7 CLEANING AND PROTECTION
A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering.
B. Clean off excess sealants.
C. Remove temporary protective coverings, and strippable films as sheet metal roofing is installed unless
otherwise indicated in manufacturer's written installation instructions. On completion of sheet metal
roofing installation, clean finished surfaces as recommended by sheet metal roofing manufacturer.
Maintain sheet metal roofing in a clean condition during construction.
D. Replace sheet metal roofing components that have been damaged or have deteriorated beyond successful
repair by finish touchup or similar minor repair procedures.
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3.8 ROOFING INSTALLER'S WARRANTY
A. WHEREAS <Insert name> of <Insert address>, herein called the "Roofing Installer," has performed
roofing and associated work ("work") on the following project:
1. Owner: <Insert name of Owner>.
2. Address: <Insert address>.
3. Building Name/Type: <Insert information>.
4. Address: <Insert address>.
5. Area of Work: <Insert information>.
6. Acceptance Date: <Insert date>.
7. Warranty Period: <Insert time>.
8. Expiration Date: <Insert date>.
B. AND WHEREAS Roofing Installer has contracted (either directly with Owner or indirectly as a
subcontractor) to warrant said work against leaks and faulty or defective materials and workmanship for
designated Warranty Period,
C. NOW THEREFORE Roofing Installer hereby warrants, subject to terms and conditions herein set forth,
that during Warranty Period he will, at his own cost and expense, make or cause to be made such repairs
to or replacements of said work as are necessary to correct faulty and defective work and as are necessary
to maintain said work in a watertight condition.
D. This Warranty is made subject to the following terms and conditions:
1. Specifically excluded from this Warranty are damages to work and other parts of the building, and
to building contents, caused by:
a. Lightning;
b. Peak gust wind speed exceeding <Insert wind speed> mph (m/sec);
C, Fire;
d. Failure of roofing system substrate, including cracking, settlement, excessive deflection,
deterioration, and decomposition;
e. Faulty construction of parapet walls, copings, chimneys, skylights, vents, equipment
supports, and other edge conditions and penetrations of the work;
f. Vapor condensation on bottom of roofing; and
g. Activity on roofing by others, including construction contractors, maintenance personnel,
other persons, and animals, whether authorized or unauthorized by Owner.
2. When work has been damaged by any of foregoing causes, Warranty shall be null and void until
such damage has been repaired by Roofing Installer and until cost and expense thereof have been
paid by Owner or by another responsible party so designated.
3. Roofing Installer is responsible for damage to work covered by this Warranty but is not liable for
consequential damages to building or building contents resulting from leaks or faults or defects of
work.
4. During Warranty Period, if Owner allows alteration of work by anyone other than Roofing
Installer, including cutting, patching, and maintenance in connection with penetrations, attachment
of other work, and positioning of anything on roof, this Warranty shall become null and void on
date of said alterations, but only to the extent said alterations affect work covered by this
Warranty. If Owner engages Roofing Installer to perform said alterations, Warranty shall not
become null and void unless Roofing Installer, before starting said work, shall have notified
Owner in writing, showing reasonable cause for claim, that said alterations would likely damage
or deteriorate work, thereby reasonably justifying a limitation or termination of this Warranty.
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5. During Warranty Period, if original use of roof is changed and it becomes used for, but was not
originally specified for, a promenade, work deck, spray -cooled surface, flooded basin, or other use
or service more severe than originally specified, this Warranty shall become null and void on date
of said change, but only to the extent said change affects work covered by this Warranty.
6. Owner shall promptly notify Roofing Installer of observed, known, or suspected leaks, defects, or
deterioration and shall afford reasonable opportunity for Roofing Installer to inspect work and to
examine evidence of such leaks, defects, or deterioration.
7. This Warranty is recognized to be the only warranty of Roofing Installer on said work and shall
not operate to restrict or cut off Owner from other remedies and resources lawfully available to
Owner in cases of roofing failure. Specifically, this Warranty shall not operate to relieve Roofing
Installer of responsibility for performance of original work according to requirements of the
Contract Documents, regardless of whether Contract was a contract directly with Owner or a
subcontract with Owner's General Contractor.
E. IN WITNESS THEREOF, this instrument has been duly executed this <Insert day> day of <Insert
month>, <Insert year>.
1. Authorized Signature: <Insert signature>.
2. Name: <Insert name>.
3. Title: <Insert title>.
END OF SECTION 07610
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Wabasso Beach Park 07610-12
Indian River County
DAA Project No. 6008
SECTION 07620 - SHEET METAL FLASHING AND TRIM
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. Section Includes:
1. Formed Products:
a. Formed steep -slope roof sheet metal fabrications.
B. Related Sections:
1. Division 7 Section "Sheet Metal Roofing" for custom -formed sheet metal flashing and trim
integral with sheet metal roofing.
1.3 PERFORMANCE REQUIREMENTS
A. General: Sheet metal flashing and trim assemblies as indicated shall withstand wind loads, structural
movement, thermally induced movement, and exposure to weather without failure due to defective
manufacture, fabrication, installation, or other defects in construction. Completed sheet metal flashing
and trim shall not rattle, leak, or loosen, and shall remain watertight.
B. Fabricate and .install roof edge flashing capable of resisting the following forces according to
recommendations in FMG Loss Prevention Data Sheet 149:
1. Wind Zone 1: For velocity pressures of 21 to 30 lbf/sq. ft. (1.00 to 1.44 kPa): 60-lbf/sq. ft. (2.87 -
kPa) perimeter uplift force, 90-lbf/sq. ft. (4.31 -kPa) comer uplift force, and 30-lbf/sq. ft. (1.44 -
kPa) outward force.
2. Wind Zone 2: For velocity pressures of 31 to 45 lbf/sq. ft. (1.48 to 2.15 kPa): 90-lbf/sq. ft. (4.31 -
kPa) perimeter uplift force, 120-lbf/sq. ft. (5.74 -kPa) corner uplift force, and 45-lbf/sq. ft. (2.15 -
kPa) outward force.
3. Wind Zone 3: For velocity pressures of 46 to 104 lbf/sq. ft. (2.20 to 4.98 kPa): 208-lbf/sq. ft.
(9.96 -kPa) perimeter uplift force, 312-lbf/sq. ft. (14.94 -kPa) comer uplift force, and 104-lbf/sq. ft.
(4.98 -kPa) outward force.
C. Thermal Movements: Provide sheet metal flashing and trim that allows for thermal movements from
ambient and surface temperature changes.
1. Temperature Change (Range): 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material
r surfaces.
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Indian River County
DAA Project No. 6008
1.4 SUBMITTALS
A. Product Data: For each type of product indicated. Include construction details, material descriptions,
dimensions of individual components and profiles, and finishes for each manufactured product and
accessory.
B. Shop Drawings: Show fabrication and installation layouts of sheet metal flashing and trim, including
plans, elevations, expansion joint locations, and keyed details. Distinguish between shop- and field -
assembled work. Include the following:
1. Identification of material, thickness, weight, and finish for each item and location in Project.
2. Details for forming sheet metal flashing and trim, including profiles, shapes, seams, and
dimensions.
3. Details for joining, supporting, and securing sheet metal flashing and trim, including layout of
fasteners, cleats, clips, and other attachments. Include pattern of seams.
4. Details of termination points and assemblies, including fixed points.
5. Details of expansion joints and expansion joint covers, including showing direction of expansion
and contraction.
6. Details of edge conditions, including eaves, ridges, valleys, rakes, crickets, and counterflashings as
applicable.
7. Details of special conditions.
8. Details of connections to adjoining work.
9. Detail formed flashing and trim at a scale of not less than 3 inches per 12 inches (1:5).
Co Samples for Initial Selection: For each type of sheet metal flashing, trim, and accessory indicated with
factory -applied color finishes involving color selection.
D. Samples for Verification: For each type of exposed finish required, prepared on Samples of size
indicated below:
1. Sheet Metal Flashing: 12 inches (300 mm) long by actual width of unit, including finished seam
and in required profile. Include fasteners, cleats, clips, closures, and other attachments.
E. Qualification Data: For qualified fabricator.
F. Maintenance Data: For sheet metal flashing, trim, and accessories to include in maintenance manuals.
1.5 QUALITY ASSURANCE
A. Fabricator Qualifications: Shop that employs skilled workers who custom fabricate sheet metal flashing
and trim similar to that required for this Project and whose products have a record of successful in-service
performance.
B. Sheet Metal Flashing and Trim Standard: Comply with SMACNA's "Architectural Sheet Metal Manual"
unless more stringent requirements are specified or shown on Drawings.
C. Preinstallation Conference: Conduct conference at Project site.
1. Meet with Owner, Architect, Owner's insurer if applicable, Installer, and installers whose work
interfaces with or affects sheet metal flashing and trim including installers of roofing materials,
roof accessories, unit skylights, and roof -mounted equipment.
2. Review methods and procedures related to sheet metal flashing and trim.
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Indian River County
DAA Project No. 6008
3. Examine substrate conditions for compliance with requirements, including flatness and attachment
to structural members.
4. Review special roof details, roof drainage, roof penetrations, equipment curbs, and condition of
other construction that will affect sheet metal flashing.
5. Document proceedings, including corrective measures and actions required, and furnish copy of
record to each participant.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Do not store'sheet metal flashing and trim materials in contact with other materials that might cause
staining, denting, or other surface damage. Store sheet metal flashing and trim materials away from
uncured concrete and masonry.
B. Protect strippable protective covering on sheet metal flashing and trim from exposure to sunlight and high
humidity, except to the extent necessary for the period of sheet metal flashing and trim installation.
PART2-PRODUCTS
2.1 SHEET METALS
A. General: Protect mechanical and other finishes on exposed surfaces from damage by applying a
strippable, temporary protective film before shipping.
B. Zinc -Tin Alloy -Coated Stainless -Steel Sheet: ASTM A 240/A 240M, Type 304, dead -soft, fully
annealed stainless-steel sheet of minimum uncoated thickness indicated; coated on both sides with a zinc -
tin alloy (50 percent zinc, 50 percent tin), with factory -applied gray preweathering.
2.2 UNDERLAYMENT MATERIALS
A. Self -Adhering, High -Temperature Sheet: Minimum 30 to 40 mils (0.76 to 1.0 mm) thick, consisting of
slip -resisting polyethylene -film top surface laminated to layer of butyl or SBS -modified asphalt adhesive,
with release -paper backing; cold applied. Provide primer when recommended by underlayment
manufacturer.
1. Thermal Stability: ASTM D 1970; stable after testing at 240 deg F (116 deg Q.
2, Low -Temperature Flexibility: ASTM D 1970; passes after testing at minus 20 deg F (29 deg Q.
3. Products: Subject to compliance with requirements, available products that may be incorporated
into the Work include, but are not limited to, the following:
a. Carlisle Coatings & Waterproofing Inc.; CCW WIP 300HT.
b. Grace Construction Products, a unit of W. R. Grace & Co.; Ultra.
C, Owens Corning; WeatherLock Metal High Temperature Underlayment,
B. Slip Sheet: Building paper, 3-1/100 sq. ft. (0.16-kg/sq. m) minimum, rosin sized.
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Indian River County
DAA Project No. 6008
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2.3 MISCELLANEOUS MATERIALS
A. General: Provide materials and types of fasteners, solder, welding rods, protective coatings, separators,
sealants, and other miscellaneous items as required for complete sheet metal flashing and trim installation
and recommended by manufacturer of primary sheet metal[ or manufactured item] unless otherwise
indicated.
B. Fasteners: Wood screws, annular threaded nails, self -tapping screws, self-locking rivets and bolts, and
other suitable fasteners designed to withstand design loads and recommended by manufacturer of primary
sheet metal or manufactured item.
1. General: Blind fasteners or self -drilling screws, gasketed, with hex -washer head.
a. Exposed Fasteners: Heads matching color of sheet metal using plastic caps or factory -
applied coating.
b. Blind Fasteners: High-strength aluminum or stainless-steel rivets suitable for metal being
fastened.
C. Spikes and Ferrules: Same material as gutter; with spike with ferrule matching internal
gutter width.
2. Fasteners for Zinc -Tin Alloy -Coated Stainless -Steel Sheet: Series 300 stainless steel.
C. Solder:
1. For Zinc -Tin Alloy -Coated Stainless Steel: ASTM B 32, 100 percent tin.
D. Sealant Tape: Pressure -sensitive, 100 percent solids, gray polyisobutylene compound sealant tape with
release -paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape 1/2 inch (13 mm)
wide and 1/8 inch (3 mm) thick.
E. Elastomeric Sealant: ASTM C 920, elastomeric polyurethane polymer sealant; low modulus; of type,
grade, class, and use classifications required to seal joints in sheet metal flashing and trim and remain
watertight.
F. Butyl Sealant: ASTM C 1311, single -component, solvent -release butyl rubber sealant; polyisobutylene
plasticized; heavy bodied for hooked -type expansion joints with limited movement.
G. Epoxy Seam Sealer: Two-part, noncorrosive, aluminum seam -cementing compound, recommended by
aluminum manufacturer for exterior nonmoving joints, including riveted joints.
H. Bituminous Coating: Cold -applied asphalt emulsion complying with ASTM D 1187,
I. Asphalt Roofing Cement: ASTM D 4586, asbestos free, of consistency required for application.
2.4 FABRICATION, GENERAL
A. General: Custom fabricate sheet metal flashing and trim to comply with recommendations in SMACNA's
"Architectural Sheet Metal Manual" that apply to design, dimensions, geometry, metal thickness, and
other characteristics of item indicated. Fabricate items at the shop to greatest extent possible.
1. Fabricate sheet metal flashing and trim in thickness or weight needed to comply with performance
requirements, but not less than that specified for each application and metal.
2. Obtain field measurements for accurate fit before shop fabrication.
Wabasso Beach Park 07620-4
Indian River County
DAA Project No. 6008
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3. Form sheet metal flashing and trim without excessive oil canning, buckling, and tool marks and
true to line and levels indicated, with exposed edges folded back to form hems.
4. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on
faces exposed to view.
B. Fabrication Tolerances: Fabricate sheet metal flashing and trim that is capable of installation to
i tolerances specified in MCA's "Guide Specification for Residential Metal Roofmg."
C. Sealed Joints: Form nonexpansion but movable joints in metal to accommodate elastomeric sealant.
D. Expansion Provisions: Where lapped expansion provisions cannot be used, form expansion joints of
intermeshing hooked flanges, not less than 1 inch (25 nun) deep, filled with butyl sealant concealed
within joints.
E. Fabricate cleats and attachment devices from same material as accessory being anchored or from
compatible, noncorrosive metal.
F. Fabricate cleats and attachment devices of sizes as recommended by SMACNA's "Architectural Sheet
Metal Manual" and by FMG Loss Prevention Data Sheet 1-49 for application, but not less than thickness
of metal being secured.
G. Seams: Fabricate nonmoving seams with flat -lock seams. Tin edges to be seamed, form seams, and
solder.
H. Seams: Fabricate nonmoving seams with flat -lock seams. Form seams and seal with elastomeric sealant
unless otherwise recommended by sealant manufacturer for intended use. Rivet joints where necessary
for strength.
I. Do not use graphite pencils to mark metal surfaces.
2.5 STEEP -SLOPE ROOF SHEET METAL FABRICATIONS
A. Drip Edges: Fabricate from the following materials:
1. Zinc -Tin Alloy -Coated Stainless Steel: 0.015 inch (0.38 mm) thick.
B. Counterflashing: Fabricate from the following materials:
1. Zinc -Tin Alloy -Coated Stainless Steel: 0.018 inch (0.46 mm) thick.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, to verify actual locations, dimensions
and other conditions affecting performance of the Work.
1. Verify compliance with requirements for installation tolerances of substrates.
2. Verify that substrate is sound, dry, smooth, clean, sloped for drainage, and securely anchored.
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B. For the record, prepare written report, endorsed by Installer, listing conditions detrimental to performance
of the Work.
C. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 UNDERLAYMENT INSTALLATION
A. General: Install underlayment as indicated on Drawings.
B. Self -Adhering Sheet Underlayment: Install self -adhering sheet underlayment, wrinkle free. Apply
primer if required by underlayment manufacturer. Comply with temperature restrictions of underlayment
manufacturer for installation; use primer rather than nails for installing underlayment at low temperatures.
Apply in shingle fashion to shed water, with end laps of not less than 6 inches (150 mm) staggered 24
inches (600 mm) between courses. Overlap side edges not less than 3-1/2 inches (90 mm). Roll laps with
roller. Cover underlayment within 14 days.
3.3 INSTALLATION, GENERAL
A. General: Anchor sheet metal flashing and trim and other components of the Work securely in place, with
provisions for thermal and structural movement. Use fasteners, solder, welding rods, protective coatings,
separators, sealants, and other miscellaneous items as required to complete sheet metal flashing and trim
system.
1. Install sheet metal flashing and trim true to line and levels indicated. Provide uniform, neat seams
with minimum exposure of solder, welds, and sealant.
2. Install sheet metal flashing and trim to fit substrates and to result in watertight performance.
Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal.
3. Space cleats not more than 12 inches (300 mm) apart. Anchor each cleat with two fasteners.
Bend tabs over fasteners.
4. Install exposed sheet metal flashing and trim without excessive oil canning, buckling, and tool
marks.
5. Install sealant tape where indicated.
6. Torch cutting of sheet metal flashing and trim is not permitted.
7. Do not use graphite pencils to mark metal surfaces.
B. Metal Protection: Where dissimilar metals will contact each other or corrosive substrates, protect against
galvanic action by painting contact surfaces with bituminous coating or by other permanent separation as
recommended by SMACNA.
1. Underlayment: Where installing metal flashing directly on cementitious or wood substrates,
install a course of felt underlayment and cover with a slip sheet or install a course of polyethylene
sheet.
C. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space movement
joints at a maximum of 10 feet (3 m) with no joints allowed within 24 inches (600 mm) of corner or
intersection. Where lapped expansion provisions cannot be used or would not be sufficiently watertight,
form expansion joints of intermeshing hooked flanges, not less than 1 inch (25 mm) deep, filled with
sealant concealed within joints.
D. Fastener Sizes: Use fasteners of sizes that will penetrate wood sheathing not less than 1-1/4 inches (32
nun) for nails and not less than 3/4 inch (19 mm) for wood screws.
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Indian River County
DAA Project No. 6008
E. Seal joints as shown and as required for watertight construction.
1. Where sealant -filled joints are used, embed hooked flanges of joint members not less than 1 inch
(25 nun) into sealant. Form joints to completely conceal sealant. When ambient temperature at
time of installation is moderate, between 40 and 70 deg F (4 and 21 deg C), set joint members for
50 percent movement each way. Adjust setting proportionately for installation at higher ambient
temperatures. Do not install sealant -type joints at temperatures below 40 deg F (4 deg Q.
2. Prepare joints and apply sealants to comply with requirements in Division 7 Section "Joint
Sealants."
F. Soldered Joints: Clean surfaces to be soldered, removing oils and foreign matter. Pre -tin edges of sheets
to be soldered to a width of 1-1/2 inches (38 mm), except reduce pre -tinning where pre -tinned surface
would show in completed Work.
1. Pre -tinning is not required for [zinc -tin alloy -coated stainless steel).
2. Do not use torches for soldering. Heat surfaces to receive solder and flow solder into joint. Fill
joint completely. Completely remove flux and spatter from exposed surfaces.
3.4 ROOF FLASHING INSTALLATION
A. General: Install sheet metal flashing and trim to comply with performance requirements, sheet metal
manufacturer's written installation instructions, and SMACNA's "Architectural Sheet Metal Manual."
Provide concealed fasteners where possible, set units true to line, and level as indicated. Install work
with laps, joints, and seams that will be permanently watertight and weather resistant.
B. Roof Edge Flashing: Anchor to resist uplift and outward forces according to recommendations in
SMACNA's "Architectural Sheet Metal Manual" and as indicated. Interlock bottom edge of roof edge
flashing with continuous cleat anchored to substrate at staggered 3 -inch (75 -mm) centers.
C. Roof Edge Flashing: Anchor to resist uplift and outward forces according to recommendations in FMG
Loss Prevention Data Sheet 1-49 for specified wind zone and as indicated. Interlock bottom edge of roof
edge flashing with continuous cleat anchored to substrate at 16 -inch (400 -mm) centers.
D. Copings: Anchor to resist uplift and outward forces according to recommendations in FMG Loss
Prevention Data Sheet 149 for specified wind zone and as indicated.
1. Interlock exterior bottom edge of coping with continuous cleat anchored to substrate at 16 -inch
(400 -mm) centers.
2. Anchor interior leg of coping with screw fasteners and washers at 20 -inch (500 -mm) centers.
E. Counterflashing: Coordinate installation of counterflashing with installation of base flashing. Insert
counterflashing in reglets or receivers and fit tightly to base flashing. Extend counterflashing 4 inches
(100 mm) over base flashing. Lap counterflashing joints a minimum of 4 inches (100 mm) and bed with
sealant. Secure in a waterproof manner by means of snap -in installation and sealant or lead wedges and
sealant.
3.5 ERECTION TOLERANCES
A. Installation Tolerances: Shim and align sheet metal flashing and trim within installed tolerances specified
in MCA's "Guide Specification for Residential Metal Roofing."
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Indian River County
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3.6 CLEANING AND PROTECTION
A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering.
B. Clean and neutralize flux materials. Clean off excess solder.
C. Clean off excess sealants.
D. Remove temporary protective coverings and strippable films as sheet metal flashing and trim are installed
unless otherwise indicated in manufacturer's written installation instructions. On completion of
installation, remove unused materials and clean fmished surfaces. Maintain in a clean condition during
construction.
E. Replace sheet metal flashing and trim that have been damaged or that have deteriorated beyond
successful repair by finish touchup or similar minor repair procedures.
END OF SECTION 07620
Wabasso Beach Park 07620-8
Indian River County
DAA Project No. 6008
SECTION 07920 - JOINT SEALANTS
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
IN
B. This Section includes joint sealants for the following applications, including those specified by reference
to this Section: following applications:
1. Interior joints in the following vertical surfaces and horizontal nontraffic surfaces:
a. Control and expansion joints on exposed interior surfaces of exterior walls.
b. Perimeter joints of exterior openings where indicated.
C, Vertical joints on exposed surfaces of interior unit masonry concrete walls and partitions.
d. Perimeter joints between interior wall surfaces and frames of interior doors windows.
e. Joints between plumbing fixtures and adjoining walls, floors, and counters.
f. Other joints as indicated.
2. Interior joints in the following horizontal traffic surfaces:
a. Other joints as indicated.
1.3 PERFORMANCE REQUIREMENTS
A. Provide elastomeric joint sealants that establish and maintain watertight and airtight continuous joint seals
without staining or deteriorating joint substrates.
B. Provide joint sealants for interior applications that establish and maintain airtight and water-resistant
continuous joint seals without staining or deteriorating joint substrates.
1A SUBMITTALS
A. Product Data: For each joint -sealant product indicated.
B. Samples for Initial Selection: Manufacturer's color charts consisting of strips of cured sealants showing
the full range of colors available for each product exposed to view.
C. Samples for Verification: For each type and color of joint sealant required, provide Samples with joint
sealants in 1/2 -inch- (13 -mm-) wide joints formed between two 6 -inch- (150 -mm-) long strips of material
matching the appearance of exposed surfaces adjacent to joint sealants.
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D. Product Certificates: For each type of joint sealant and accessory, signed by product manufacturer.
E. SWRI Validation Certificate: For each elastomeric sealant specified to be validated by SWRI's Sealant
Validation Program,
F. Qualification Data: For Installer,
G. Preconstruction Field Test Reports: Indicate which sealants and joint preparation methods resulted in
optimum adhesion to joint substrates based on preconstruction testing specified in "Quality Assurance"
Article,
H. Field Test Report Log: For each elastomeric sealant application.
I. Product Test Reports: Based on comprehensive testing of product formulations performed by a qualified
testing agency, indicating that sealants comply with requirements.
J. Warranties: Special warranties specified in this Section.
1.5 QUALITY ASSURANCE
A. Installer Qualifications: Manufacturer's authorized Installer who is approved or licensed for installation
of elastomeric sealants required for this Project.
B. Source Limitations: Obtain each type of joint sealant through one source from a single manufacturer.
C. Preconstruction Field -Adhesion Testing: Before installing elastomeric sealants, field test their adhesion
to Project joint substrates as follows:
1. Locate test joints where indicated on Project or, if not indicated, as directed by Architect.
2. Conduct field tests for each application indicated below:
a. Each type of elastomeric sealant and joint substrate indicated.
b. Each type of nonelastomeric sealant and joint substrate indicated.
3. Notify Architect seven days in advance of dates and times when test joints will be erected.
4. Report whether sealant in joint connected to pulled -out portion failed to adhere to joint substrates
or tore cohesively. Include data on pull distance used to test each type of product and joint
substrate. For sealants that fail adhesively, retest until satisfactory adhesion is obtained.
5. Evaluation of Preconstruction Field -Adhesion -Test Results: Sealants not evidencing adhesive
failure from testing, in absence of other indications of noncompliance with requirements, will be
considered satisfactory. Do not use sealants that fail to adhere to joint substrates during testing.
1.6 PROJECT CONDITIONS
A. Do not proceed with installation of joint sealants under the following conditions:
1. When ambient and substrate temperature conditions are outside limits permitted by joint -sealant
manufacturer or are below 40 deg F (5 deg C).
2. When joint substrates are wet.
3. Where joint widths are less than those allowed by joint -sealant manufacturer for applications
indicated.
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4. Contaminants capable of interfering with adhesion have not yet been removed from joint
substrates.
1.7 WARRANTY
A. Special Installer's Warranty: Installer's standard form in which Installer agrees to repair or replace
elastomeric joint sealants that do not comply with performance and other requirements specified in this
Section within specified warranty period.
1. Warranty Period: two years from date of Substantial Completion.
B. Special warranties specified in this Article exclude deterioration or failure of elastomeric joint sealants
from the following:
1. Movement of the structure resulting in stresses on the sealant exceeding sealant manufacturer's
written specifications for sealant elongation and compression caused by structural settlement or
errors attributable to design or construction.
2. Disintegration of joint substrates from natural causes exceeding design specifications.
3. Mechanical damage caused by individuals, tools, or other outside agents.
4. Changes in sealant appearance caused by accumulation of dirt or other atmospheric contaminants.
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.
2.2 MATERIALS, GENERAL
A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one
another and with joint substrates under conditions of service and application, as demonstrated by sealant
manufacturer, based on testing and field experience.
B. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range.
2.3 ELASTOMERIC JOINT SEALANTS
A. Elastomeric Sealants: Comply with ASTM C 920 and other requirements indicated for each liquid -
applied chemically curing sealant specified, including those referencing ASTM C 920 classifications for
type, grade, class, and uses related to exposure and joint substrates.
B. Stain -Test -Response Characteristics: Where elastomeric sealants are specified to be nonstaining to
porous substrates, provide products that have undergone testing according to ASTM C 1248 and have not
stained porous joint substrates indicated for Project.
C. Suitability for Contact with Food: Where elastomeric sealants are indicated for joints that will come in
repeated contact with food, provide products that comply with 21 CFR 177.2600.
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D. Single -Component Nonsag Polysulfide Sealant:
1. Available Products:
a. Pacific Polymers, Inc.; Elastoseal 230 Type I (Gun Grade).
b. Polymeric Systems Inc.; PSI -7000.
2. Type and Grade: S (single component) and NS (nonsag).
3. Class: 25.
4, Use Related to Exposure: NT (nontraffic).
5. Uses Related to Joint Substrates: M, G, A, and, as applicable to joint substrates indicated, O.
2.4 LATEX JOINT SEALANTS
A. Latex Sealant: Comply with ASTM C 834, Type P, Grade NF,
B. Available Products:
1. Pecora Corporation; AC -20+.
2. Sonnebom, Division of ChemRex Inc.; Sonolac.
3. Tremco; Tremflex 834.
2.5 JOINT -SEALANT BACKING
A. General: Provide sealant backings of material and type that are nonstaining; are compatible with joint
substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant
manufacturer based on field experience and laboratory testing.
B. Elastomeric Tubing Sealant Backings: Neoprene, butyl, EPDM, or silicone tubing complying with
ASTM D 1056, nonabsorbent to water and gas, and capable of remaining resilient at temperatures down
to minus 26 deg F (minus 32 deg C). Provide products with low compression set and of size and shape to
provide a secondary seal, to control sealant depth, and to otherwise contribute to optimum sealant
performance.
Co Bond -Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for
preventing sealant from adhering to rigid, inflexible joint -filler materials or joint surfaces at back of joint
where such adhesion would result in sealant failure. Provide self-adhesive tape where applicable.
2.6 MISCELLANEOUS MATERIALS
A. Primer: Material recommended by joint -sealant manufacturer where required for adhesion of sealant to
joint substrates indicated, as determined from preconstruction joint -sealant -substrate tests and field tests.
B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant
backing materials, free of oily residues or other substances capable of staining or harming joint substrates
and adjacent nonporous surfaces in any way, and formulated to promote optimum adhesion of sealants to
joint substrates.
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C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent
to joints.
PART 3 - EXECUTION
z
3.1 EXAMINATION
A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with
requirements for joint configuration, installation tolerances, and other conditions affecting joint -sealant
performance.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with
joint -sealant manufacturer's written instructions and the following requirements:
1. Remove all foreign material from joint substrates that could interfere with adhesion of joint
sealant, including dust, paints (except for permanent, protective coatings tested and approved for
sealant adhesion and compatibility by sealant manufacturer), old joint sealants, oil, grease,
waterproofing, water repellents, water, surface dirt, and frost.
2. Clean porous joint substrate surfaces by brushing, grinding, blast cleaning, mechanical abrading,
or a combination of these methods to produce a clean, sound substrate capable of developing
optimum bond with joint sealants. Remove loose particles remaining after cleaning operations
above by vacuuming or blowing out joints with oil -free compressed air. Porous joint substrates
include the following:
a. Concrete.
b. Masonry.
3. Remove laitance and form -release agents from concrete.
4. Clean nonporous surfaces with chemical cleaners -or other means that do not stain, harm substrates,
or leave residues capable of interfering with adhesion of joint sealants. Nonporous joint substrates
include the following:
a. Metal.
b. Porcelain enamel.
C. Glazed surfaces of ceramic tile.
B. Joint Priming: Prime joint substrates, where recommended in writing by joint -sealant manufacturer,
based on preconstruction joint -sealant -substrate tests or prior experience. Apply primer to comply with
joint -sealant manufacturer's written instructions. Confine primers to areas of joint -sealant bond; do not
allow spillage or migration onto adjoining surfaces.
C. Masking Tape: Use masking tape where required to prevent contact of sealant with adjoining surfaces
that otherwise would be permanently stained or damaged by such contact or by cleaning methods
required to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal.
3.3 INSTALLATION OF JOINT SEALANTS
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A. General: Comply with joint -sealant manufacturer's written installation instructions for products and
applications indicated, unless more stringent requirements apply.
B. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants
as applicable to materials, applications, and conditions indicated.
C. Acoustical Sealant Application Standard: Comply with recommendations in ASTM C 919 for use of
joint sealants in acoustical applications as applicable to materials, applications, and conditions indicated.
D. Install sealant backings of type indicated to support sealants during application and at position required to
produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum
sealant movement capability.
1. Do not leave gaps between ends of sealant backings.
2. Do not stretch, twist, puncture, or tear sealant backings.
3. Remove absorbent sealant backings that have become wet before sealant application and replace
them with dry materials.
E. Install bond -breaker tape behind sealants where sealant backings are not used between sealants and backs
of joints.
F. Install sealants using proven techniques that comply with the following and at the same time backings are
installed:
1. Place sealants so they directly contact and fully wet joint substrates.
2. Completely fill recesses in each joint configuration.
3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum
sealant movement capability.
G. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins,
tool sealants according to requirements specified below to form smooth, uniform beads of configuration
indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint.
1. Remove excess sealant from surfaces adjacent to joints.
2. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor
sealants or adjacent surfaces.
3. Provide concave joint configuration per Figure 5A in ASTM C 1193, unless otherwise indicated.
4. Provide flush joint configuration where indicated per Figure 5B in ASTM C 1193.
5. Provide recessed joint configuration of recess depth and at locations indicated per Figure 5C in
ASTM C 1193.
a. Use masking tape to protect surfaces adjacent to recessed tooled joints.
3.4 FIELD QUALITY CONTROL
A. Field -Adhesion Testing: Field test joint -sealant adhesion to joint substrates as follows:
1. Extent of Testing: Test completed elastomeric sealant joints as follows:
a. Perform 10 tests for the first 1000 feet (3 00 m) of joint length for each type of elastomeric
sealant and joint substrate.
b. Perform 1 test for each 1000 feet (300 m) of joint length thereafter or 1 test per each floor
per elevation.
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2. Test Method: Test joint sealants according to Method A, Field -Applied Sealant Joint Hand Pull
Tab in Appendix XI in ASTM C 1193, as appropriate for type of joint -sealant application
indicated.
a. For joints with dissimilar substrates, verify adhesion to each substrate separately; do this by
extending cut along one side, verifying adhesion to opposite side. Repeat procedure for
opposite side.
3. Inspect joints for complete fill, for absence of voids, and for joint configuration complying with
specified requirements. Record results in a field -adhesion -test log.
4. Inspect tested joints and report on the following:
a. Whether sealants in joints connected to pulled -out portion failed to adhere to joint
substrates or tore cohesively. Include data on pull distance used to test each type of
product and joint substrate. Compare these results to determine if adhesion passes sealant
manufacturer's field -adhesion hand -pull test criteria.
b. Whether sealants filled joint cavities and are free of voids.
C, Whether sealant dimensions and configurations comply with specified requirements.
5. Record test results in a field -adhesion -test log. Include dates when sealants were installed, names
of persons who installed sealants, test dates, test locations, whether joints were primed, adhesion
results and percent elongations, sealant fill, sealant configuration, and sealant dimensions.
6. Repair sealants pulled from test area by applying new sealants following same procedures used
originally to seal joints. Ensure that original sealant surfaces are clean and that new sealant
contacts original sealant.
B. Evaluation of Field Test Results: Sealants not evidencing adhesive failure from testing or noncompliance
with other indicated requirements will be considered satisfactory. Remove sealants that fail to adhere to
joint substrates during testing or to comply with other requirements. Retest failed applications until test
results prove sealants comply with indicated requirements.
3.5 CLEANING
A. Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by methods and with
cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints
occur.
3.6 PROTECTION
A. Protect joint sealants during and after curing period from contact with contaminating substances and from
damage resulting from construction operations or other causes so sealants are without deterioration or
damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs,
cut out and remove damaged or deteriorated joint sealants immediately so installations with repaired
areas are indistinguishable from original work.
END OF SECTION 07920
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a Indian River County
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SECTION 08130 - STAINLESS-STEEL DOORS AND FRAMES
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. Section Includes:
1.
Stainless-steel,
hollow -metal
doors.
2.
Stainless-steel,
hollow -metal
frames.
B. Related Sections:
1, Division 4 Section "Unit Masonry Assemblies" for building anchors into and grouting stainless-
steel frames in masonry construction.
2. Division 9 painting Sections for field painting of factory -primed, stainless-steel doors and frames.
1.3 SUBMITTALS
A. Product Data: For each type of product indicated. Include construction details, material descriptions,
core descriptions, and finishes.
B. Shop Drawings: Include the following:
1. Elevations of each door design.
2. Details of doors, including vertical and horizontal edge details and metal thicknesses.
3. Frame details for each frame type, including dimensioned profiles and metal thicknesses.
4. Locations of reinforcement and preparations for hardware.
5. Details of each different wall opening condition.
6. Details of anchorages, joints, field splices, and connections.
T Details of accessories.
8. Details of moldings, removable stops, and glazing.
9. Details of conduit and preparations for power, signal, and control systems.
C. Samples for Verification:
1. Finishes: For each type of exposed finish required, prepared on Samples of not less than 3 by 5
inches (75 by 125 mm).
2. Doors: Include section of vertical -edge, top, and bottom construction; core construction; and
hinge and other applied hardware reinforcement.
3. Frames: Show profile, comer joint, floor and wall anchors, and silencers. Include separate section
showing fixed hollow -metal panels and glazing if applicable.
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1
D. Schedule: Provide a schedule of stainless-steel, hollow -metal work prepared by or under the supervision
of supplier, using same reference numbers for details and openings as those on Drawings. Coordinate
with a door hardware schedule.
1.4 QUALITY ASSURANCE
A. Source Limitations: Obtain stainless-steel, hollow -metal work from single source from single
manufacturer.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Deliver doors and frames palletized, wrapped, or crated to provide protection during transit and Project -
site storage. Do not use nonvented plastic.
B. Store doors and frames under cover at Project site. Place units in a vertical position with heads up,
spaced by blocking, on minimum 4 -inch- (100 -mm-) high wood blocking. Avoid using nonvented plastic
or canvas shelters that could create a humidity chamber.
1. If wrappers on doors become wet, remove cartons immediately. Provide m;nimum 1/4 -inch (6 -
mm) space between each stacked door to permit air circulation.
1.6 PROJECT CONDITIONS
A. Field Measurements: Verify actual dimensions of openings by field measurements before fabrication.
1.7 COORDINATION
A. Coordinate installation of anchorages for stainless-steel frames. Furnish setting drawings, templates, and
directions for installing anchorages, including sleeves, inserts, anchor bolts, and items with integral
anchors. Deliver such items to Project site in time for installation.
PART2-PRODUCTS
2.1 STAINLESS-STEEL DOORS AND FRAMES
A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that
may be incorporated into the Work include, but are not limited to, the following:
1. Ceco Door Products; an ASSA ABLOY Group company.
2. CURRIES Company; an ASSA ABLOY Group company.
3. Steelcraft; an Ingersoll-Rand company.
2.2 STAINLESS-STEEL DOORS
A. Description: Stainless-steel doors, not less than 1-3/4 inches (44 mm) thick, of seamless, hollow -metal
construction. Construct doors with smooth, flush surfaces without visible joints or seams on faces.
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1. Face Sheets: Fabricate from 0.062 -inch- (1.59 -mm-) thick, stainless-steel sheet.
2. Core Construction: Fabricate doors with core indicated.
a. Laminated Core: fastened to face sheets with waterproof adhesive.
3. Hardware Reinforcement: Fabricate according to ANSI/NAAMM-HMMA 866 with reinforcing
plates from stainless steel.
B. Performance: Level A, ANSI A250.4.
C. Materials:
1. Stainless -Steel Sheet: ASTM A 240/A 240M, austenitic stainless steel, Type 316,
D. Stainless -Steel Finishes:
1. Surface Preparation: Remove tool and die marks and stretch lines, or blend into finish.
2. Polished Finishes: Grind and polish surfaces to produce uniform finish, free of cross scratches.
a. Dull Satin Finish: No. 6.
3. Factory primed for field finish.
2.3 STAINLESS-STEEL FRAMES
A. Description: Fabricate stainless-steel frames of construction indicated, with faces of corners mitered and
contact edges closed tight.
1. Door Frames: Machine mitered and full welded.
a. Weld frames according to HMMA 820,
2, Door Frames for Openings 48 Inches (1219 mm) Wide or Less: Fabricate from 0.062 -inch- (1.59-
mm-) thick, stainless-steel sheet.
3. Door Frames for Openings More Than 48 Inches (1219 mm) Wide: Fabricate from 0.078 -inch -
(1.98 -mm-) thick, stainless-steel sheet.
4. Hardware Reinforcement: Fabricate according to ANSI/NAAMM-HMMA 866 with reinforcing
plates from stainless steel.
5. Jamb Anchors:
a. Masonry Type: Adjustable strap -and -stirrup or T-shaped anchors to suit frame size, not
less than 0.062 -inch- (1.59 -mm-) thick stainless steel with corrugated or perforated straps
not less than 2 inches (50 mm) wide by 10 inches (250 mm) long; or wire anchors not less
than 0.156 inch (4.0 mm) thick.
6. Floor Anchors: Not less than 0.078 -inch- (1.98 -mm-) thick stainless steel, and as follows:
a. Monolithic Concrete Slabs: Clip -type anchors, with two holes to receive fasteners.
B. Performance: Level A, ANSI A250.4.
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C. Materials:
1. Stainless -Steel Sheet: ASTM A 240/A 240M, austenitic stainless steel, Type 316.
2. Frame Anchors: Stainless-steel sheet. Same type as door face.
3. Inserts, Bolts, and Anchor Fasteners: Stainless-steel components complying with ASTM F 593
and ASTM F 594, Alloy Group 1 or 2 (ASTM F 738M and ASTM F 836M, Alloy Group 1 or 4)
for bolts and nuts.
D. Finishes:
1. Surface Preparation: Remove tool and die marks and stretch lines, or blend into finish.
2. Polished Finishes: Grind and polish surfaces to produce uniform fmish, free of cross scratches.
a. Dull Satin Finish: No. 6.
2.4 ACCESSORIES
A. Corrosion -Resistant Coating: Cold -applied asphalt mastic, compounded for 15 -mil (0.4 -mm) dry film
thickness per coat. Provide inert -type noncorrosive compound free of asbestos fibers, sulfur components,
and other deleterious impurities.
2.5 FABRICATION
A. Stainless -Steel Door Fabrication: Stainless-steel doors to be rigid and free of defects, warp, or buckle.
Accurately form metal to required sizes and profiles, with minimum radius for thickness of metal.
1. Seamless Edge Construction: Door face sheets joined at vertical edges by continuous weld
extending full height of door; with edges ground and polished, providing smooth, flush surfaces
with no visible seams.
2. Exterior Doors: Close top edges flush and seal joints against water penetration. Provide weep -
hole openings in bottom of exterior doors to permit moisture to escape.
3. Hardware Preparation: Factory prepare stainless-steel doors to receive templated mortised
hardware; include cutouts, reinforcement, mortising, drilling, and tapping, according to the Door
Hardware Schedule and templates furnished as specified in Division 8 Section "Door Hardware".
a. Reinforce doors to receive nontemplated mortised and surface -mounted door hardware.
4. Locate hardware as indicated, or if not indicated, according to HMMA 831, "Recommended
Hardware Locations for Custom Hollow Metal Doors and Frames."
5, Tolerances: Fabricate doors to tolerances indicated in ANSI/NAAMM-HMMA 866.
B. Stainless -Steel Frame Fabrication: Fabricate stainless-steel frames to be rigid and free of defects, warp,
or buckle. Accurately form metal to required sizes and profiles, with minimum radius for thickness of
metal. Where practical, fit and assemble units in manufacturer's plant. To ensure proper assembly at
Project site, clearly identify work that cannot be permanently factory assembled before shipment.
1. Weld flush face joints continuously; grind, fill, dress, and make smooth, flush, and invisible.
Where frames are fabricated in sections due to shipping or handling limitations, provide alignment
plates or angles at each joint, fabricated from same thickness metal as frames.
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2. Provide closed tubular members with no visible face seams or joints. Fasten members at
crossings and to jambs by butt welding according to joint designs in HMMA 820.
a. Provide false head member to receive lower ceiling where frames extend to finish ceilings
of different heights.
3. Provide countersunk, flat-, or oval -head exposed screws and bolts for exposed fasteners unless
otherwise indicated.
4. Floor Anchors: Weld anchors to bottom of jambs and mullions with at least four spot welds per
anchor.
5. Jamb Anchors: Provide number and spacing of anchors as follows:
a. Masonry Type: Locate anchors not more than 18 inches (457 mm) from top and bottom of
frame. Space anchors not more than 32 inches (813 mm) o.c. and as follows:
1) Two anchors per jamb up to 60 inches (1524 mm) in height.
2) Three anchors per jamb from 60 to 90 inches (1524 to 2286 mm) in height.
3) Four anchors per jamb from 90 to 96 inches (2286 to 2438 mm) in height.
4) Four anchors per jamb plus one additional anchor per jamb for each 24 inches (610
mm) or fraction thereof more than 96 inches (2438 mm) in height.
6. Door Silencers: Except on weather-stripped frames, drill stops to receive door silencers as
follows. Provide plastic plugs to keep holes clear during construction.
a. Single -Door Frames: Drill stop in strike jamb to receive three door silencers.
b. Double -Door Frames: Drill stop in head jamb to receive two door silencers.
7. Hardware Preparation: Factory prepare stainless-steel frames to receive templated mortised
hardware; include cutouts, reinforcement, mortising, drilling, and tapping, according to the Door
Hardware Schedule and templates furnished as specified in Division 8 Section 'Door Hardware."
a. Reinforce frames to receive nontemplated mortised and surface -mounted door hardware.
b. Locate hardware as indicated, or if not indicated, according to BMMA 831,
"Recommended Hardware Locations for Custom Hollow Metal Doors and Frames."
8, Tolerances: Fabricate frames to tolerances indicated in ANSI/NAAMM-HMMA 866,
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for
installation tolerances and other conditions affecting performance of stainless-steel doors and frames.
B. Examine roughing -in for embedded and built-in anchors to verify actual locations of stainless-steel, door-
frame connections before frame installation.
C. Proceed with installation only after unsatisfactory conditions have been corrected.
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3.2 PREPARATION
A. Prior to installation and with installation spreaders in place, adjust and securely brace stainless-steel door
frames for squareness, alignment, twist, and plumb to the following tolerances:
1. Squareness: Plus or minus 1/16 inch (1.6 mm), measured at door rabbet on a line 90 degrees from
jamb perpendicular to frame head.
2. Alignment: Plus or minus 1/16 inch (1.6 mm), measured at jambs on a horizontal line parallel to
plane of wall.
3. Twist: Plus or minus 1/16 inch (1.6 mm), measured at opposite face comers of jambs on parallel
lines, and perpendicular to plane of wall.
4. Plumbness: Plus or minus 1/16 inch (1.6 mm), measured at jambs on a perpendicular line from
head to floor.
B. Drill and tap doors and frames to receive nontemplated mortised and surface -mounted door hardware.
3.3 INSTALLATION
A. General: Install stainless-steel doors and frames plumb, rigid, properly aligned, and securely fastened in
place; comply with ANSI/NAAMM-HMMA 866 and manufacturer's written instructions.
B. Stainless -Steel Frames: Install stainless-steel frames of size and profile indicated.
1. Set frames accurately in position; plumbed, aligned, and braced securely until permanent anchors
are set. After wall construction is complete, remove temporary braces, leaving surfaces smooth
and undamaged.
a. Where frames are fabricated in sections due to shipping or handling limitations, field splice
at approved locations by welding face joint continuously; grind, fill, dress, and make splice
smooth, flush, and invisible on exposed faces.
b. Install frames with removable glazing stops located on secure side of opening.
C, Install door silencers in frames before grouting.
d. Remove temporary braces necessary for installation only after frames have been properly
set and secured.
e. Check plumb, squareness, and twist of frames as walls are constructed. Shim as necessary
to comply with installation tolerances.
f. Apply corrosion -resistant coating to backs of grout -filled frames.
2. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor and secure
with postinstalled expansion anchors.
a. Floor anchors may be set with powder -actuated fasteners instead of postinstalled expansion
anchors, if so indicated and approved on Shop Drawings,
3, In -Place Concrete or Masonry Construction: Secure frames in place with postinstalled expansion
anchors. Countersink anchors, and fill and make smooth, flush, and invisible on exposed faces.
4. Installation Tolerances: Adjust stainless-steel frames for squareness, alignment, twist, and plumb
to the following tolerances:
a. Squareness: Plus or minus 1/16 inch (1.6 mm), measured at door rabbet on a line 90
degrees from jamb perpendicular to frame head.
b. Alignment: Plus or minus 1/16 inch (1.6 mm), measured at jambs on a horizontal line
parallel to plane of wall.
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L
C, Twist: Plus or minus 1/16 inch (1.6 mm), measured at opposite face corners of jambs on
parallel lines, and perpendicular to plane of wall.
d. Plumbness: Plus or minus 1/16 inch (1.6 mm), measured at jambs at floor.
C. Stainless -Steel Doors: Fit non -fire -rated doors accurately in frames with the following clearances:
1. Non -Fire -Rated Doors:
a.. Jambs and Head: 1/8 inch (3 mm) plus or minus 1/16 inch (1.6 mm).
b. Between Edges of Pairs of Doors: 1/8 inch (3 mm) plus or minus 1/16 inch (1.6 mm).
C, Between Bottom of Door and Top of Threshold: Maximum 3/8 inch (9.5 mm).
d. Between Bottom of Door and Top of Finish Floor (No Threshold): Maximum 3/4 inch (19
mm).
3.4 ADJUSTING AND CLEANING
A. Final Adjustments: Check and readjust operating hardware items immediately before final inspection.
Leave work in complete and proper operating condition. Remove and replace defective work including
stainless-steel doors or frames that are warped, bowed, or otherwise unacceptable.
B. Clean grout and other bonding material off stainless-steel doors and frames immediately after installation.
C. Stainless -Steel Touchup: Immediately after erection, smooth any abraded areas of stainless steel and
polish to match undamaged finish.
END OF SECTION 08130
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DAA Project No. 6008
SECTION 09220 - PORTLAND CEMENT PLASTER
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. Exterior portland cement plasterwork (stucco).
2. Exterior portland cement plasterwork (skim coat stucco).
B. Related Sections include the following:
1. Division 7 Section "Joint Sealants" for sealants installed with exterior portland cement plaster
(stucco).
1.3 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Samples for Verification: For each type of textured finish coat indicated; 12 by 12 inches (305 by 305
mm), and prepared on rigid backing.
1A QUALITY ASSURANCE
A. Mockups: Before plastering, install mockups of at least 100 sq. ft. (9 sq. m) in surface area to
demonstrate aesthetic effects and set quality standards for materials and execution.
1. Install mockups for each type of finish indicated.
2. Approved mockups may become part of the completed Work if undisturbed at time of Substantial
Completion.
1.5 DELIVERY, STORAGE, AND HANDLING
A. 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.
1.6 PROJECT CONDITIONS
A. Comply with ASTM C 926 requirements.
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B. Exterior Plasterwork:
1. Apply and cure plaster to prevent plaster drying out during curing period. Use procedures
required by climatic conditions, including moist curing, providing coverings, and providing
barriers to deflect sunlight and wind.
2. Apply plaster when ambient temperature is greater than 40 deg F (4.4 deg Q.
3. Protect plaster coats from freezing for not less than 48 hours after set of plaster coat has occurred.
PART2-PRODUCTS
2.1
2.2
A.
A.
Eel
C.
MANUFACTURERS
In other Part 2 articles where titles below introduce lists, the following requirements apply to product
selection:
1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering
products that may be incorporated into the Work include, but are not limited to, manufacturers
specified.
ACCESSORIES
General: Comply with ASTM C 1063 and coordinate depth of trim and accessories with thicknesses and
number of plaster coats required.
Zinc and Zinc -Coated (Galvanized) Accessories:
1. Available Manufacturers:
a. Alabama Metal Industries Corporation (AMICO).
b. California Expanded Metal Products Company (CEMCO).
C. Dale/Incor.
d. Dietrich Industries, Inc.
e. Phillips Manufacturing Co.
£ Unimast, Inc.
g. Western Metal Lath & Steel Framing Systems.
h. Insert manufacturer's name.
Plastic Trim: Fabricated from high -impact PVC.
1. Available Manufacturers:
a. Alabama Metal Industries Corporation (AMICO).
b. Plastic Components, Inc.
C, Vinyl Corp.
2. Casing Beads: With perforated flanges in depth required to suit plaster bases indicated and flange
length required to suit applications indicated.
a. Square -edge style; use unless otherwise indicated.
b. Bull -nose style, radius 3/4 inch (19.1 nun) minimum; use at locations indicated on
Drawings.
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3. Control Joints: One -piece -type, folded pair of unperforated screeds in M -shaped configuration;
with perforated flanges and removable protective tape on plaster face of control joint.
2.3 MISCELLANEOUS MATERIALS
A. Water for Mixing: Potable and free of substances capable of affecting plaster set or of damaging plaster,
lath, or accessories.
B. Bonding Compound: ASTM C 932,
C. Steel Drill Screws: For metal -to -metal fastening, ASTM C 1002 or ASTM C 954, as required by
thickness of metal being fastened; with pan head that is suitable for application; in lengths required to
achieve penetration through joined materials of not fewer than three exposed threads.
2.4 PLASTER MATERIALS
A. Portland Cement: ASTM C 150, Type I.
1. Color for Finish Coats: Gray.
B. Lime: ASTM C 206, Type S; or ASTM C 207, Type S.
C. Sand Aggregate: ASTM C 897,
2.5 PLASTER MIXES
A. General: Comply with ASTM C 926 for applications indicated.
1. Fiber Content: Add fiber to base -coat mixes after ingredients have mixed at least two minutes.
Comply with fiber manufacturer's written instructions for fiber quantities in mixes, but do not
exceed 1 lb of fiber/cu. ft. (16 kg of fiber/cu. m) of cementitious materials. Reduce aggregate
quantities accordingly to maintain workability.
B. Base -Coat Mixes for Use over Concrete Unit Masonry: Single base coats for two -coat plasterwork as
follows:
1. Portland Cement Mix: For cementitious material, mix 1 part portland cement and 3/4 to 1-1/2
parts lime. Use 2-1/2 to 4 parts aggregate per part of cementitious material (sum of separate
volumes of each component material).
C. Job -Mixed Finish -Coat Mixes and Skim Coat Stucco Work:
1. Portland Cement Mix: For cementitious materials, mix 1 part portland cement and 1-1/2 to 2 parts
lime. Use 1-1/2 to 3 parts aggregate per part of cementitious material (sum of separate volumes of
each component material).
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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.
1. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Protect adjacent work from soiling, spattering, moisture deterioration, and other harmful effects caused
by plastering.
B. Prepare solid -plaster bases that are smooth or that do not have the suction capability required to bond
with plaster according to ASTM C 926,
3.3 INSTALLING ACCESSORIES
A. Install according to ASTM C 1063 and at locations indicated on Drawings.
B. Control Joints: Install control joints at locations indicated on Drawings.
1. As required to delineate plasterwork into areas (panels) of the following maximum sizes:
a. Vertical Surfaces: 144 sq. ft. (13.4 sq. m).
b. Horizontal and other Nonvertical Surfaces: 100 sq. ft. (9.3 sq. m).
2. At distances between control joints of not greater than 18 feet (5.5 m) o.c.
3. As required to delineate plasterwork into areas (panels) with length -to -width ratios of not greater
than 2-1/2:1.
4. Where control joints occur in surface of construction directly behind plaster.
5. Where plasterwork areas change dimensions, to delineate rectangular -shaped areas (panels) and to
relieve the stress that occurs at the comer formed by the dimension change.
3.4 PLASTER APPLICATION
A. General: Comply with ASTM C 926.
1. Do not deviate more than plus or minus 1/4 inch in 10 feet (6.4 mm in 3 m) from a true plane in
finished plaster surfaces, as measured by a 10 -foot (3-m) straightedge placed on surface.
2. Grout hollow -metal frames, bases, and similar work occurring in plastered areas, with base -coat
plaster material, before lathing where necessary. Except where full grouting is indicated or
required for fire -resistance rating, grout at least 6 inches (152 mm) at each jamb anchor.
3. Finish plaster flush with metal frames and other built-in metal items or accessories that act as a
plaster ground, unless otherwise indicated. Where casing bead does not terminate plaster at metal
frame, cut base coat free from metal frame before plaster sets and groove finish coat at junctures
with metal.
4. Provide plaster surfaces that are ready to receive field -applied finishes indicated.
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B. Bonding Compound: Apply on unit masonry plaster bases.
C. Plaster Finish Coats: Apply to provide skip trowel -textured finish to match Architect's sample.
3.5 CUTTING AND PATCHING
A. Cut, patch, replace, and repair plaster as necessary to accommodate other work and to restore cracks,
dents, and imperfections. Repair or replace work to eliminate blisters, buckles, crazing and check
cracking, dry outs, efflorescence, sweat outs, and similar defects and where bond to substrate has failed.
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3.6 CLEANING AND PROTECTION
A. Remove temporary protection and enclosure of other work. Promptly remove plaster from doorframes,
windows, and other surfaces not indicated to be plastered. Repair floors, walls, and other surfaces
stained, marred, or otherwise damaged during plastering.
END OF SECTION 09220
Wabasso Beach Park
Indian River County
DAA Project No. 6008
09220-5
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SECTION 09310 - CERAMIC TILE
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. Section Includes:
1. Ceramic tile.
B. Related Sections:
1. Division 7 Section "Joint Sealants" for sealing of expansion, contraction, control, and isolation
joints in file surfaces.
2. Division 9 Section "Portland Cement Plaster" for portland cement scratch coat over metal lath on
wall surfaces.
1.3 DEFINITIONS
A. General: Definitions in the ANSI A108 series of tile installation standards and in ANSI A137.1 apply to
Work of this Section unless otherwise specified.
B. ANSI A108 Series: ANSI A108.01, ANSI A108.02, ANSI A108.1A, ANSI A108.1B, ANSI A108.1C,
ANSI A108.4, ANSI A108.5, ANSI A108.6, ANSI A108.8, ANSI A108.9, ANSI A108.10,
ANSI A108.11, ANSI A108.12, ANSI A108.13, ANSI A108.14, ANSI A108.15, ANSI A108.16, and
ANSI A108.17, which are contained in "American National Standard Specifications for Installation of
Ceramic Tile."
C. Module Size: Actual tile size plus joint width indicated.
D. Face Size: Actual tile size, excluding spacer lugs.
1.4 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Shop Drawings: Show locations of each type of tile and file pattern. Show widths, details, and locations
of expansion, contraction, control, and isolation joints in rile substrates and finished file surfaces.
C. Samples for Initial Selection: For each type of file and grout indicated. Include Samples of accessories
involving color selection.
D. Qualification Data: For qualified Installer.
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E. Master Grade Certificates: For each shipment, type, and composition of tile, signed by tile manufacturer
and Installer.
F. Product Certificates: For each type of product, signed by product manufacturer.
G. Material Test Reports: For each tile -setting and -grouting product.
1.5 QUALITY ASSURANCE
A. Source Limitations for Tile: Obtain file of each type and color or finish [tile] from one source or
producer.
1. Obtain tile of each type and color or finish from same production run and of consistent quality in
appearance and physical properties for each contiguous area.
B. Source Limitations for Setting and Grouting Materials: Obtain ingredients of a uniform quality for each
mortar, adhesive, and grout component from one manufacturer and each aggregate from one source or
producer.
C. Preinstallation Conference: Conduct conference at Project site.
1. Review requirements in ANSI A108.01 for substrates and for preparation by other trades.
1.6 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 requirements in ANSI A137.1 for labeling file packages.
B. Store file and cementitious materials on elevated platforms, under cover, and in a dry location.
C. Store aggregates where grading and other required characteristics can be maintained and contamination
can be avoided.
D. Store liquid materials in unopened containers and protected from freezing.
E. Handle file that has 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.
1.7 PROJECT CONDITIONS
A. Environmental Limitations: Do not install file until construction in spaces is complete and ambient
temperature and humidity conditions are maintained at the levels indicated in referenced standards and
manufacturer's written instructions.
1.8 EXTRA MATERIALS
A. Furnish extra materials that match and are from same production runs as products installed and that are
packaged with protective covering for storage and 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.
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Revised 01/08/08
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2, Grout: Furnish quantity of grout equal to 3 percent of amount installed for each type,
composition, and color indicated.
PART2-PRODUCTS
2.1 PRODUCTS, GENERAL
A. ANSI Ceramic Tile Standard: Provide tile that complies with ANSI A137.1 for types, compositions, and
other characteristics indicated.
1. Provide file complying with Standard grade requirements unless otherwise indicated.
B. ANSI Standards for Tile Installation Materials: Provide materials complying with ANSI A108.02, ANSI
standards referenced in other Part 2 articles, ANSI standards referenced by TCA installation methods
specified in file installation schedules, and other requirements specified.
C. Factory Blending: For file exhibiting color variations within ranges, blend tile in factory and package so
file units taken from one package show same range in colors as those taken from other packages and
match approved Samples.
D. Mounting: For factory -mounted rile, provide back- or edge -mounted file assemblies as standard with
manufacturer unless otherwise indicated.
1. Where rile is indicated for installation [in swimming pools] [on exteriors] [or] [in wet areas], do
not use back- or edge -mounted file assemblies unless file manufacturer specifies in writing that
this type of mounting is suitable for installation indicated and has a record of successful in-service
performance.
E. Factory -Applied Temporary Protective Coating: Where indicated under file type, protect exposed
surfaces of tile against adherence of mortar and grout by precoating with continuous film of petroleum
paraffin wax, applied hot. Do not coat unexposed tile surfaces.
2.2 TILE PRODUCTS
A. Tile Type: Glazed wall tile].
1. Manufacturers: Subject to compliance with requirements, available manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following:
a. American Olean; Division of Dal -Tile International Inc.
b. Daltile; Division of Dal -Tile International Inc.
C, Florida Tile Industries, Inc.
2. Module Size: 4-1/4 by 4-1/4 inches (108 by 108 mm).
3. Thickness: 5/16 inch (8 mm).
4. Face: Plain with modified square edges or cushion edges.
5. Finish: Gloss glaze.
6. Tile Color and Pattern: As selected by Architect from manufacturer's full range.
7. Grout Color: As selected by Architect from manufacturer's full range.
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8. Trim Units: Coordinated with sizes and coursing of adjoining flat tile where applicable and
matching characteristics of adjoining flat tile. Provide shapes as follows, selected from
manufacturer's standard shapes:
a. Base for Thin -Set Mortar Installations: Straight, module size 4-1/4 by 4-1/4 inches (108 by
108 mm).
b. External Corners for Thin -Set Mortar Installations: Surface bullnose, same size as
adjoining flat tile.
C, Internal Corners: Field -butted square comers. For coved base and cap use angle pieces
designed to fit with stretcher shapes.
d. Top & Bottom edges of banding. Surface bullnose.
B. Accessories: Provide vitreous china accessories of type and size indicated, suitable for installing by same
method as adjoining wall tile.
2.3 SETTING MATERIALS
A. Latex -Portland Cement Mortar (Thin Set): ANSI A118.4.
1. Manufacturers: Subject to compliance with requirements, available manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following:
a. Bonsal American; an Oldcastle company.
b. Laticrete International, Inc.
C, MAPEI Corporation,
2. Provide prepackaged, dry -mortar mix combined with acrylic resin liquid -latex additive at Project
site.
3. For wall applications, provide mortar that complies with requirements for nonsagging mortar in
addition to the other requirements in ANSI A118.4.
2.4 GROUT MATERIALS
A. Polymer -Modified Tile Grout: ANSI A 118.7.
1. Manufacturers: Subject to compliance with requirements, available manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following:
2. Polymer Type: Acrylic resin in liquid -latex form for addition to prepackaged dry -grout mix.
2.5 ELASTOMERIC SEALANTS
A. General: Provide sealants, primers, backer rods, and other sealant accessories that comply with the
following requirements and with the applicable requirements in Division 7 Section "Joint Sealants."
1. Use sealants that have a VOC content of g/L or less when calculated according to 40 CFR 59,
Subpart D (EPA Method 24).
2. Use primers, backer rods, and sealant accessories recommended by sealant manufacturer.
B. Colors: Provide colors of exposed sealants to match colors of grout in file 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
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sealing interior ceramic tile joints and other nonporous substrates that are subject to in-service exposures
of high humidity and extreme temperatures.
1. Products: Subject to compliance with requirements, available products that may be incorporated
into the Work include, but are not limited to, the following:
a. Dow Corning Corporation; Dow Corning 786.
b. GE Silicones; a division of GE Specialty Materials; Sanitary 1700.
C. Laticrete International, Inc.; Latasil Tile & Stone Sealant.
d. Pecora Corporation; Pecora 898 Sanitary Silicone Sealant.
e. Tremco Incorporated; Tremsil 600 White.
2.6 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. Temporary Protective Coating: Either product indicated below that is formulated to protect exposed
surfaces of tile against adherence of mortar and grout; compatible with tile, mortar, and grout products;
and easily removable after grouting is completed without damaging grout or rile.
1. Petroleum paraffin wax, fully refined and odorless, containing at least 0.5 percent oil with a
melting point of 120 to 140 deg F (49 to 60 deg C) per ASTM D 87.
2. Grout release in form of manufacturer's standard proprietary liquid coating that is specially
formulated and recommended for use as temporary protective coating for tile.
C. Tile Cleaner: A neutral cleaner capable of removing soil and residue without harming file and grout
surfaces, specifically approved for materials and installations indicated by file and grout manufacturers.
D. Grout Sealer: Manufacturer's standard[ silicone] product for sealing grout joints and that does not change
color or appearance of grout.
2.7 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 rile.
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1. Verify that substrates for setting tile are firm, dry, clean, free of coatings that are incompatible `
with tile -setting materials including curing compounds and other substances that contain soap,
wax, oil, or silicone; and comply with flatness tolerances required by ANSI A108.01 for
installations indicated.
2. Verify that joints and cracks in tile substrates are coordinated with tile joint locations; if not
coordinated, adjust joint locations in consultation with Architect.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Blending: For tile exhibiting color variations, verify that tile has been factory blended and packaged so
tile units taken from one package show same range of 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.
B. Field -Applied Temporary Protective Coating: If indicated under tile type or needed to prevent grout from
staining or adhering to exposed tile surfaces, precoat them with continuous film of temporary protective
coating, taking care not to coat unexposed tile surfaces.
3.3 TILE INSTALLATION
A. Comply with TCA's "Handbook for Ceramic Tile Installation" for TCA installation methods specified in
tile installation schedules. Comply with parts of the ANSI A108 Series "Specifications for Installation of
Ceramic Tile" that are referenced in TCA installation methods, specified in tile installation schedules, and
apply to types of setting and grouting materials used.
1. For the following installations, follow procedures in the ANSI A108 Series of tile installation
standards for providing 95 percent mortar coverage:
B. Extend tile work into recesses and under or behind equipment and fixtures to form complete covering
without interruptions unless otherwise indicated. Terminate work neatly at obstructions, edges, and
comers without disrupting pattern or joint alignments.
C. 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.
D. Jointing Pattern: Lay tile in grid pattern unless otherwise indicated. Lay out tile work and center tile
fields in both directions in each space or on each wall area. Lay out tile work to minimize the use of
pieces that are less than half of a tile. Provide uniform joint widths unless otherwise indicated.
E. Joint Widths: Unless otherwise indicated, install tile with the following joint widths:
1. Glazed Wall Tile: 1/16 inch (1.6 mm).
F. Lay out tile wainscots to dimensions indicated or to next full tile beyond dimensions indicated.
G. Expansion Joints: Provide expansion joints and other sealant -filled joints, including control, contraction,
and isolation joints, where indicated. Form joints during installation of setting materials, mortar beds,
and tile. Do not saw -cut joints after installing tiles.
1. Where joints occur in concrete substrates, locate joints in tile surfaces directly above them.
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2. Prepare joints and apply sealants to comply with requirements in Division 7 Section "Joint
Sealants."
H. Grout Sealer: Apply grout sealer to grout joints according to grout -sealer manufacturer's written
instructions. As soon as grout sealer has penetrated grout joints, remove excess sealer and sealer from tile
faces by wiping with soft cloth.
3A
UP
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 epoxy and latex-portland cement grout residue from file as soon as possible.
2. Clean grout smears and haze from rile according to tile and grout manufacturer's written
instructions but no sooner than 10 days after installation. Use only cleaners recommended by file
and grout manufacturers and only after determinig that cleaners are safe to use by testing on
samples of rile and other surfaces to be cleaned. Protect metal surfaces and plumbing fixtures
from effects of cleaning. Flush surfaces with clean water before and after cleaning.
3. Remove temporary protective coating by method recommended by coating manufacturer and that
is acceptable to tile and grout manufacturer. Trap and remove coating to prevent drain clogging.
B. Prohibit foot and wheel traffic from tiled floors for at least seven days after grouting is completed.
C. Before final inspection, remove protective coverings and rinse neutral protective cleaner from rile
surfaces.
EXTERIOR TILE INSTALLATION SCHEDULE
A. Exterior Wall Installations, Masonry or Concrete:
1. Tile Installation W202: Thin -set mortar; TCA W202.
a. Tile Type: Glazed ceramic Wall Tile
b. Thin -Set Mortar: Latex- portland cement mortar.
c. Grout: Polymer -modified sanded grout.
END OF SECTION 09310
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Indian River County 09310-7
DAA Project No. 6008
SECTION 09911 — EXTERIOR/INTERIOR PAINTING
PART 1 - GENERAL
Li 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 the application of paint systems on the following
exterior/interior substrates:
1. Interior Concrete Floor.
2, Exterior Portland Cement Plaster (stucco).
3. Fiber -Cement Siding.
4. Fiber -Cement Soffit and Battens.
S. Interior and Exterior Fiber -Cement Ceiling and Battens.
6, Fiber -Cement Fascia and Trim.
7, Pressure Treated Wood Piles.
8. Wood Trusses and Plywood Sheathing.
9. Wood Brackets.
10. Stainless Steel,
1.3 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Samples for Initial Selection: For each type of topcoat product indicated.
C. Samples for Verification: For each type of paint system and each color and gloss of topcoat indicated.
1. Submit Samples on rigid backing, 8 inches (200 mm) square.
2. Step coats on Samples to show each coat required for system.
3. Label each coat of each Sample.
4. Label each Sample for location and application area.
D. Product List: For each product indicated, include the following:
1. Cross-reference to paint system and locations of application areas. Use same designations
indicated on Drawings and in schedules.
2. Printout of current "MPI Approved Products List" for each product category specified in Part 2,
with the proposed product highlighted.
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1.4 QUALITY ASSURANCE
A. MPI Standards:
1, Products: Complying with MPI standards indicated and listed in "MPI Approved Products List."
2. Preparation and Workmanship: Comply with requirements in "MPI Architectural Painting
Specification Manual" for products and paint systems indicated.
B. Mockups: Apply benchmark samples of each paint system indicated and each color and finish selected to
verify preliminary selections made under sample submittals and to demonstrate aesthetic effects and set
quality standards for materials and execution.
1.5
A.
1.6
1.7
1. Architect will select one surface to represent surfaces and conditions for application of each paint
system specified in Part 3.
a. Vertical and Horizontal Surfaces: Provide samples of at least 100 sq. ft. (9 sq. m).
b. Other Items: Architect will designate items or areas required.
2. Final approval of color selections will be based on benchmark samples.
a. If preliminary color selections are not approved, apply additional benchmark samples of
additional colors selected by Architect at no added cost to Owner.
DELIVERY, STORAGE, AND HANDLING
Store materials not in use in tightly covered containers in well -ventilated areas with ambient temperatures
continuously maintained at not less than 45 deg F (7 deg C).
1. Maintain containers in clean condition, free of foreign materials and residue.
2. Remove rags and waste from storage areas daily.
PROJECT CONDITIONS
A. Apply paints only when temperature of surfaces to be painted and ambient air temperatures are between
50 and 95 deg F (10 and 35 deg C).
B. Do not apply paints in snow, rain, fog, or mist; when relative humidity exceeds 85 percent; at
temperatures less than 5 deg F (3 deg C) above the dew point; or to damp or wet surfaces.
EXTRA MATERIALS
A. Furnish extra materials described below that are from same production run (batch mix) as materials
applied and that are packaged for storage and identified with labels describing contents.
1. Quantity: Furnish an additional 5 percent, but not less than 1 gal. (3.8 L) of each material and
color applied.
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PART2-PRODUCTS
2.1
2.2
2.3
2.4
2.5
u_._HN J : rJ.
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:
1. Benjamin Moore & Co.
2. ICI Paints,
3. M.A.B. Paints.
4, Porter Paints.
PAINT, GENERAL
A. Material Compatibility:
1. Provide materials for use within each paint system that are compatible with one another and
substrates indicated, under conditions of service and application as demonstrated by manufacturer,
based on testing and field experience.
B. Colors: As selected by Architect from manufacturer's full range.
EXTERIOR LATEX PAINTS
A. Exterior Latex (Flat): MPI #10 (Gloss Level 1).
1, VOC Content: E Range of E2.
B. Exterior Latex (Semigloss): MPI #11 (Gloss Level 5),
1. VOC Content: E Range of E2.
C. Exterior Latex (Gloss): MPI #119 (Gloss Level 6, except minimum gloss of 65 units at 60 deg).
1. VOC Content: E Range of E2.
TEXTURED AND HIGH -BUILD COATINGS
A. High -Build Latex (Exterior): MPI #40.
1. VOC Content: E Range of E3.
FLOOR COATINGS
A. Interior/Exterior Clear Concrete Floor Sealer (Water Based): MPI #99.
1. VOC Content: E Range of E2.
Wabasso Beach Park
Indian River County
DAA Project No. 6008
Revised 01/08/08
09911-3
PART 3 - EXECUTION
3.1
3.2
EXAMINATION
A. Examine substrates and conditions, with Applicator present, for compliance with requirements for
maximum moisture content and other conditions affecting performance of work.
B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows:
1. Concrete: 12 percent.
2. Cement Plaster: 12 percent.
C. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and
primers.
D. Begin coating application only after unsatisfactory conditions have been corrected and surfaces are dry.
3.3
1. Beginning coating application constitutes Contractor's acceptance of substrates and conditions.
PREPARATION
A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting
Specification Manual" applicable to substrates and paint systems indicated.
B. Remove plates, machined surfaces, and similar items already in place that are not to be painted. If
removal is impractical or impossible because of size or weight of item, provide surface -applied protection
before surface preparation and painting.
1. After completing painting operations, use workers skilled in the trades involved to reinstall items
that were removed. Remove surface -applied protection if any.
2. Do not paint over labels of independent testing agencies or equipment name, identification,
performance rating, or nomenclature plates.
C. Clean substrates of substances that could impair bond of paints, including dirt, oil, grease, and
incompatible paints and encapsulants.
1. Remove incompatible primers and reprime substrate with compatible primers as required to
produce paint systems indicated.
D. Concrete Substrates: Remove release agents, curing compounds, efflorescence, and chalk. Do not paint
surfaces if moisture content or alkalinity of surfaces to be painted exceeds that permitted in
manufacturer's written instructions.
E. Plaster Substrates: Do not begin paint application until plaster is fully cured and dry.
APPLICATION
A. Apply paints according to manufacturer's written instructions.
1. Use applicators and techniques suited for paint and substrate indicated.
2. Paint surfaces behind movable items same as similar exposed surfaces. Before final installation,
paint surfaces behind permanently fixed items with prime coat only.
Wabasso Beach Park Revised 01/08/08
Indian River County 09911-4
DAA Project No. 6008
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B. Tint each undercoat a lighter shade to facilitate identification of each coat if multiple coats of same
material are to be applied. Tint undercoats to match color of topcoat, but provide sufficient difference in
shade of undercoats to distinguish each separate coat.
C. If undercoats or other conditions show through topcoat, apply additional coats until cured film has a
uniform paint finish, color, and appearance.
D. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller
tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks.
3A CLEANING AND PROTECTION
A. At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from Project
site.
B. After completing paint application, clean spattered surfaces. Remove spattered paints by washing,
scraping, or other methods. Do not scratch or damage adjacent finished surfaces.
C. Protect work of other trades against damage from paint application. Correct damage to work of other
trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an
undamaged condition.
D. At completion of construction activities of other trades, touch up and restore damaged or defaced painted
surfaces.
3.5 EXTERIOR PAINTING SCHEDULE
A. Interior Concrete Substrates, Traffic Surfaces:
1. Water -Based Clear Sealer System: MPI EXT 3.2H.
a. Prime Coat: Interior/exterior clear concrete floor sealer (water based).
b. Intermediate Coat: Interior/exterior clear concrete floor sealer (water based).
C, Topcoat: Interior/exterior clear concrete floor sealer (water based).
B. Cement Plaster Stucco Substrates:
1. High -Build Latex System: MPI EXT 9.1H, applied to form dry film thickness of not less than 10
mils (0.25 mm).
a. Prime Coat: As recommended in writing by topcoat manufacturer.
b. Intermediate Coat: As recommended in writing by topcoat manufacturer.
C, Topcoat: High -build latex (exterior).
C. Fiber -Cement Siding, Fascia and Trim, Soffit and Interior and Exterior Ceilings:
1. Latex System: MPI EXT 3.3J.
a. Prime Coat: Alkali -Resistant Primer as recommended in writing by topcoat manufacturer.
b. Intermediate Coat: As recommended in writing by topcoat manufacturer.
c. Topcoat: Latex (exterior).
Wabasso Beach Park
Indian River County
DAA Project No. 6008
Revised 01/08/08
09911-5
D. Dimension Lumber: Pressure Treated Wood Piles, Pressure Treated Wood Beams, Wood Trusses and
Plywood Sheathing:
1. Latex System: MPI EXT 6.2M.
a. Prime Coat: Latex Primer as recommended in writing by topcoat manufacturer.
b. Intermediate Coat: As recommended in writing by topcoat manufacturer.
C. Topcoat: Latex (exterior).
E. Dressed Lumber: Pressure Treated Wood Brackets and Interior/Exterior Battens:
1. Latex System: MPI EXT 6.3L.
a. Prime Coat: Latex Primer as recommended in writing by topcoat manufacturer.
b. Intermediate Coat: As recommended in writing by topcoat manufacturer.
C, Topcoat: Latex (exterior).
F. Stainless Steel Doors and Frames:
1. Alkyd System: MPI EXT 5.6A.
a. Prime Coat: As recommended in writing by topcoat manufacturer.
b. Intermediate Coat: As recommended in writing by topcoat manufacturer.
C, Topcoat: Alkyd (exterior).
END OF SECTION 09911
Wabasso Beach Park Revised 01/08108
Indian River County 09911-6
DAA Project No. 6008
1
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SECTION 09960 - HIGH-PERFORMANCE COATINGS
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.
A. This Section includes surface preparation and application of high-performance coating systems on the
following substrates:
1. Interior Substrates:
a. Concrete masonry units finished with a'/4 inch skim coat of cement plaster substrate.
B. Related Sections include the following:
1. Division 9 painting Sections for special -use coatings and general field painting.
1.3 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Samples for Initial Selection: For each type of finish -coat product indicated.
C. Samples for Verification: For each type of coating system and in each color and gloss of finish coat
indicated.
1. Submit Samples on rigid backing, 8 inches (200 mm) square.
2. Step coats on Samples to show each coat required for system.
3. Label each coat of each Sample.
4. Label each Sample for location and application area.
D. Product List: For each product indicated. Cross-reference products to coating system and locations of
application areas. Use same designations indicated on Drawings and in schedules.
1.4 QUALITY ASSURANCE
A. Master Painters Institute (MPI) Standards:
1, Products: Complying with MPI standards indicated and listed in "MPI Approved Products List."
2. Preparation and Workmanship: Comply with requirements in "MPI Architectural Painting
Specification Manual' for products and coating systems indicated.
Wabasso Beach Park Revised 01/08/08
Indian River County 09960-1
DAA Project No. 6008
B. Mockups: Apply benchmark samples of each coating system indicated to verify preliminary selections
made under sample submittals and to demonstrate aesthetic effects and set quality standards for materials
and execution.
1.5
1.6
1. Architect will select one surface to represent surfaces and conditions for application of each type
of coating and substrate.
a. Wall and Ceiling Surfaces: Provide samples of at least 100 sq. ft. (9 sq. m).
b. Other Items: Architect will designate items or areas required.
2. Apply benchmark samples after permanent lighting and other environmental services have been
activated.
3. Final approval of color selections will be based on benchmark samples.
a. If preliminary color selections are not approved, apply additional benchmark samples of
additional colors selected by Architect at no added cost to Owner.
DELIVERY, STORAGE, AND HANDLING
A. Store materials not in use in tightly covered containers in well -ventilated areas with ambient temperatures
continuously maintained at not less than 45 deg F (7 deg C).
1.7
1. Maintain containers in clean condition, free of foreign materials and residue.
2. Remove rags and waste from storage areas daily.
PROJECT CONDITIONS
A. Apply coatings only when temperature of surfaces to be coated and surrounding air temperatures are
between 50 and 95 deg F (10 and 35 deg C).
B. Do not apply coatings in snow, rain, fog, or mist; when relative humidity exceeds 85 percent; at
temperatures less than 5 deg F (3 deg C) above the dew point; or to damp or wet surfaces.
EXTRA MATERIALS
A. Furnish extra materials described below that are from same production run (batch mix) as materials
applied and that are packaged for storage and identified with labels describing contents.
1. Quantity: Furnish an additional 5 percent, but not less than 1 gal. (3.8 L) of each material and
color applied.
PART2-PRODUCTS
2.1 HIGH-PERFORMANCE COATINGS, GENERAL
A. Material Compatibility:
1. Provide materials for use within each coating system that are compatible with one another and
substrates indicated, under conditions of service and application as demonstrated by manufacturer,
based on testing and field experience.
Wabasso Beach Park Revised 01/08/08
Indian River County 09960-2
DAA Project No. 6008
2. Provide products of same manufacturer for each coat in a coating system.
B. Chemical Components of Field -Applied Interior Paints and Coatings: Provide topcoat paints and anti-
corrosive and anti -rust paints applied to ferrous metals that comply with the following chemical
restrictions; these requirements do not apply to paints and coatings that are applied in a fabrication or
finishing shop:
1. Aromatic Compounds: Paints and coatings shall not contain more than 1.0 percent by weight of
total aromatic compounds (hydrocarbon compounds containing 1 or more benzene rings).
2. Restricted Components: Paints and coatings shall not contain any of the following:
a. Acrolein.
b. Acrylonitrile.
C, Antimony.
d. Benzene.
e. Butyl benzyl phthalate.
f. Cadmium.
g. Di (2-ethylhexyl) phthalate.
h. Di -n -butyl phthalate.
i. Di-n-octyl phthalate..
j. 1,2 -dichlorobenzene.
k. Diethyl phthalate.
1. Dimethyl phthalate.
M. Ethylbenzene.
n. Formaldehyde.
o. Hexavalent chromium.
P, Isophorone.
q. Lead.
r. Mercury.
S, Methyl ethyl ketone.
t. Methyl isobutyl ketone.
u. Methylene chloride.
V, Naphthalene.
W. Toluene (methylbenzene).
X, 1,1,1 -trichloroethane.
Y, Vinyl chloride.
C.. Colors: Match Architect's samples.
2.2 EPDXY COATINGS
A. Water -Based Epoxy (Interior and Exterior): MPI #115.
1. Available Products: Subject to compliance with requirements, products that may be incorporated
into the Work include, but are not limited to, the following:
a.
b,
cl
d,
e.
Wabasso Beach Park
Indian River County
DAA Project No. 6008
Benjamin Moore & Co.; Acrylic Epoxy Gloss "A" , Hardener "B" , M43/M44.
Columbia Paint & Coatings; Insl-x, Aqua -Tile, AT -A100 Line.
ICI Paints; Devoe Coatings, Tru Glaze WB Epoxy Gloss Coating, 4408.
Porter Paints; Dura -Glaze WB, Gloss Epoxy, 9371.
Sherwin-Williams Company (The); Industrial & Marine, Water Based Catalyzed Epoxy,
B70W Series.
Revised 01/08/08
09960-3
PART 3 - EXECUTION
3.1
3.2
EXAMINATION
A. Examine substrates and conditions, with Applicator present, for compliance with requirements for
maximum moisture content and other conditions affecting performance of work.
3.3
1. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as
follows:
a. Masonry (Clay, Cement Plaster Substrate and CMU): 12 percent.
2. Verify compatibility with and suitability of substrates, including compatibility with existing
finishes or primers.
3. Begin coating application only after unsatisfactory conditions have been corrected and surfaces are
dry-
4,
ry4. Coating application indicates acceptance of surfaces and conditions.
A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting
Specification Manual" applicable to substrates indicated.
B. Remove plates, machined surfaces, and similar items already in place that are not to be coated. If
removal is impractical or impossible because of size or weight of item, provide surface -applied protection
before surface preparation and coating.
1. After completing coating operations, reinstall items that were removed; use workers skilled in the
trades involved.
C. Clean substrates of substances that could impair bond of coatings, including dirt, oil, grease, and
incompatible paints and encapsulants.
1. Remove incompatible primers and reprime substrate with compatible primers as required to
produce coating systems indicated.
D. Cement Plaster Substrates: Remove efflorescence and chalk. Do not coat surfaces if moisture content
or alkalinity of surfaces to be coated exceeds that permitted in manufacturer's written instructions.
APPLICATION
A. Apply high-performance coatings according to manufacturer's written instructions
1. Use applicators and techniques suited for coating and substrate indicated.
2. Coat surfaces behind movable equipment and furniture same as similar exposed surfaces. Before
final installation, coat surfaces behind permanently fixed equipment or furniture with prime coat
only.
3. Coat back sides of access panels, removable or hinged covers, and similar hinged items to match
exposed surfaces.
Wabasso Beach Park Revised 01/08/08
Indian River County 09960-4
DAA Project No. 6008
L
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L
B. Tint each undercoat a lighter shade to facilitate identification of each coat if multiple coats of the same
material are to be applied. Tint undercoats to match color of finish coat, but provide sufficient difference
in shade of undercoats to distinguish each separate coat.
C. If undercoats or other conditions show through final coat, apply additional coats until cured film has a
uniform coating finish, color, and appearance.
D. Apply coatings to produce surface films without cloudiness, spotting, holidays, laps, brush marks, runs,
sags, ropiness, or other surface imperfections. Produce sharp glass lines and color breaks.
3A CLEANING AND PROTECTION
A. At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from Project
site.
B. After completing coating application, clean spattered surfaces. Remove spattered coatings by washing,
scraping, or other methods. Do not scratch or damage adjacent finished surfaces.
C. Protect work of other trades against damage from coating operation. Correct damage by cleaning,
repairing, replacing, and recoating, as approved by Architect, and leave in an undamaged condition.
D. At completion of construction activities of other trades, touch up and restore damaged or defaced coated
surfaces.
3.5 INTERIOR HIGH-PERFORMANCE COATING SCHEDULE
A. Cement Plaster Substrates:
1. Water -Based Epoxy Coating System:
a. Prime Coat: Water-based epoxy (interior and exterior), MPI #11 S.
b. Intermediate Coat: Water-based epoxy (interior and exterior), MPI #115.
C, Topcoat: Water-based epoxy (interior and exterior), MPI #115.
END OF SECTION 09960
Wabasso Beach Park
Indian River County
DAA Project No. 6008
Revised 01/08/08
09960-5
SECTION 10155 - TOILET COMPARTMENTS
PART 1 - GENERAL
Li RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
Division 1 Specification Sections, apply to this Section.
A. Section Includes:
1. Solid -polymer toilet compartments configured as toilet enclosures and urinal screens.
B. Related Sections:
1. Division 5 Section "Metal Fabrications" for supports that attach floor -and -ceiling -anchored
compartments and post -to -ceiling screens to overhead structural system.
2. Division 10 Section "Toilet and Bath Accessories" for toilet tissue dispensers, grab bars, purse
shelves, and similar accessories.
1.3 SUBMITTALS
A. Product Data: For each type of product indicated. Include construction details, material descriptions,
dimensions of individual components and profiles, and finishes.
B. LEED Submittals:
1. Product Data for Credit MR 4.1 and Credit MR 4.2: For products having recycled content,
documentation indicating percentages by weight of postconsumer and preconsumer recycled
content. Include statement indicating costs for each product having recycled content.
C. Shop Drawings: For toilet compartments. Include plans, elevations, sections, details, and attachments to
other work.
1. Show locations of cutouts for compartment -mounted toilet accessories.
2. Show locations of reinforcements for compartment -mounted grab bars.
3. Show locations of centerlines of toilet fixtures.
4. Show ceiling grid and overhead support or bracing locations.
D. Samples for Initial Selection: For each type of unit indicated. Include Samples of hardware and
accessories involving material and color selection.
E. Product Certificates: For each type of toilet compartment, from manufacturer.
F. Maintenance Data: For toilet compartments to include in maintenance manuals.
Wabasso Beach Park 10155-1
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DAA Project No. 6008
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1.4 QUALITY ASSURANCE
A. Comply with requirements in GSA's CID -A -A-60003, "Partitions, Toilets, Complete."
B. Surface -Burning Characteristics: As determined by testing identical products according to ASTM E 84,
or another standard acceptable to authorities having jurisdiction, by a qualified testing agency. Identify
products with appropriate markings of applicable testing agency.
1. Flame -Spread Index: 25 or less.
2. Smoke -Developed Index: 450 or less.
C. Regulatory Requirements: Comply with applicable provisions in the U.S. Architectural & Transportation
Barriers Compliance Board's "Americans with Disabilities Act (ADA) and Architectural Barriers Act
(ABA) Accessibility Guidelines for Buildings and Facilities" and ICC/ANSI Al 17.1 for toilet
compartments designated as accessible.
1.5 PROJECT CONDITIONS
A. Field Measurements: Verify actual locations of toilet fixtures, walls, columns, ceilings, and other
construction contiguous with toilet compartments by field measurements before fabrication.
PART 2 -PRODUCTS
2.1 MATERIALS
A. Aluminum Castings: ASTM B 26B 26M,
B. Aluminum Extrusions: ASTM B 221 (ASTM B 221M),
C. Brass Castings: ASTM B 584.
D. Brass Extrusions: ASTM B 455,
E. Steel Sheet: Commercial steel sheet for exposed applications; mill phosphatized and selected for
smoothness.
1. Electrolytically Zinc Coated: ASTM A 879/A 879M, 01Z (03G).
2. Hot -Dip Galvanized: ASTM A 653/A 653M, either hot -dip galvanized or galvannealed.
F. Stainless -Steel Sheet: ASTM A 666, Type 304, stretcher -leveled standard of flatness.
G. Stainless -Steel Castings: ASTM A 743/A 743M,
H. Zamac: ASTM B 86, commercial zinc -alloy die castings.
I. Plastic Laminate: NEMA LD 3, general-purpose HGS grade, 0.048 -inch (1.2 -mm) nominal thickness.
Wabasso Beach Park
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DAA Project No. 6008
10155-2
2.2 SOLID -POLYMER UNITS
A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that
may be incorporated into the Work include, but are not limited to, the following:
1. Ampco, Inc.
2, Bradley Corporation; Mills Partitions.
3, Comtec Industries/Capitol Partitions.
4, Santana Products, Inc.
B. Toilet -Enclosure Style: Floor and ceiling anchored.
C. Urinal -Screen Style: Wall hung.
D. Door, Panel, Screen, and Pilaster Construction: Solid, high-density polyethylene (HDPE) or
polypropylene (PP) panel material, not less than 1 inch (25 mm) thick, seamless, with eased edges, no-
sightline system, and with homogenous color and pattern throughout thickness of material.
1. Heat -Sink Strip: Manufacturer's standard continuous, stainless-steel strip fastened to exposed
bottom edges of solid -polymer components to prevent burning.
2. Color and Pattern: in each room as selected by Architect from manufacturer's full range.
E. Pilaster Shoes and Sleeves (Caps): Manufacturer's standard design; stainless steel.
F. Brackets (Fittings):
1. Full -Height (Continuous) Type: Manufacturer's standard design; stainless steel.
G. Overhead Cross Bracing for Ceiling -Hung Units: As recommended by manufacturer and fabricated from
solid polymer.
2.3 ACCESSORIES
A. Hardware and Accessories: Manufacturer's standard design, heavy-duty operating hardware and
accessories.
1. Material: Stainless steel.
2. Hinges: Manufacturer's standard continuous, cam type that swings to a closed or partially open
position.
3. Latch and Keeper: Manufacturer's standard surface -mounted latch unit designed for emergency
access and with combination rubber -faced door strike and keeper. Provide units that comply with
regulatory requirements for accessibility at compartments designated as accessible.
4. Coat Hook: Manufacturer's standard combination hook and rubber -tipped bumper, sized to
prevent in -swinging door from hitting compartment -mounted accessories.
5. Door Bumper: Manufacturer's standard rubber -tipped bumper at out -swinging doors and entrance -
screen doors.
6. Door Pull: Manufacturer's standard unit at out -swinging doors that complies with regulatory
requirements for accessibility. Provide units on both sides of doors at compartments designated as
accessible.
B. Anchorages and Fasteners: Manufacturer's standard exposed fasteners of stainless steel or chrome -plated
steel or brass, finished to match the items they are securing, with theft -resistant -type heads. Provide sex -
type bolts for through -bolt applications. For concealed anchors, use stainless steel, hot -dip galvanized
steel, or other rust -resistant, protective -coated steel.
Wabasso Beach Park 10155 - 3
Indian River County
DAA Project No. 6008
2.4 FABRICATION
A. Floor -and -Ceiling -Anchored Units: Provide manufacturer's standard corrosion -resistant anchoring
assemblies with leveling adjustment at tops and bottoms of pilasters. Provide shoes and sleeves (caps) at
pilasters to conceal anchorage.
B. Door Size and Swings: Unless otherwise indicated, provide 24 -inch- (610 -mm-) wide, in -swinging doors
for standard toilet compartments and 36 -inch- (914 -mm-) wide, out -swinging doors with a minimum 32-
inch- (813 -mm-) wide, clear opening for compartments designated as accessible.
PART 3 -EXECUTION
3.1 INSTALLATION
A. General: Comply with manufacturer's written installation instructions. Install units rigid, straight, level,
and plumb. Secure units in position with manufacturer's recommended anchoring devices.
1. Maximum Clearances:
a.
Pilasters and Panels:
1/2
inch (13 mm).
b.
Panels and Walls: 1
inch
(25 mm).
B. Floor -and -Ceiling -Anchored Units: Secure pilasters to supporting construction and level, plumb, and
tighten. Hang doors and adjust so doors are level and aligned with panels when doors are in closed
position.
3.2 ADJUSTING
A. Hardware Adjustment: Adjust and lubricate hardware according to hardware manufacturer's written
instructions for proper operation. Set hinges on in -swinging doors to hold doors open approximately 30
degrees from closed position when unlatched. Set hinges on out -swinging doors and doors in entrance
screens to return doors to fully closed position.
END OF SECTION 10155
Wabasso Beach Park
Indian River County
DAA Project No. 6008
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10155-4
SECTION 10350 - FLAGPOLES
PART 1 - GENERAL
Li 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 ground -set flagpoles made from aluminum.
B. Related Sections include the following:
1. Division 7 Section "Joint Sealants" for elastomeric sealant filling the top of the foundation tube.
1.3 PERFORMANCE REQUIREMENTS
A. Structural Performance: Provide flagpole assemblies, including anchorages and supports, capable of
withstanding the effects of wind loads, determined according to NAAMM FP 1001, "Guide
Specifications for Design of Metal Flagpoles."
1. Base flagpole design on polyester flags of maximum standard size suitable for use with flagpole or
flag size indicated, whichever is more stringent.
2. Basic Wind Speed: 140 mph (63 m/s); 3 -second gust speed at 33 feet (10 m) aboveground.
1.4 SUBMITTALS
A. Product Data: For each type of flagpole required.
B. Shop Drawings: Include elevations and details showing general arrangement, jointing, fittings and
accessories, grounding, and anchoring and supporting systems.
1. Include details of foundation system for ground -set flagpoles.
C. Structural Calculations: For flagpoles indicated to comply with design loads, include structural analysis
data signed and sealed by the qualified professional engineer responsible for their preparation.
D. Finish Samples for Verification: For each finished material used for flagpoles and accessories.
E. Qualification Data: For professional engineer.
Wabasso Beach Park
Indian River County
DAA Project No. 6008
L5 QUALITY ASSURANCE
A. Source Limitations: Obtain flagpole as a complete unit, including fittings, accessories, bases, and
anchorage devices, from a single manufacturer.
1. Obtain flagpoles through one source from a single manufacturer.
1.6 DELIVERY, STORAGE, AND HANDLING
A. General: Spiral wrap flagpoles with heavy paper and enclose in a hard fiber tube or other protective
container.
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:
1. American Flagpole; a Kearney -National Inc. Company.
2. Concord Industries, Inc.
3, Eder Flag Manufacturing Company, Inc.
4, Morgan -Francis Div.; Original Tractor Cab Co., Inc.
2.2 FLAGPOLES
A. Flagpole Construction, General: Construct flagpoles in one piece if possible. If more than one piece is
necessary, comply with the following:
1. Fabricate shop and field joints without using fasteners, screw collars, or lead calking.
2. For tapered flagpoles, provide flush hairline joints using self -aligning, snug -fitting, internal
sleeves.
B. Exposed Height: 30 feet (7.6 m).
C. Aluminum Flagpoles: Provide cone -tapered flagpoles fabricated from seamless extruded tubing
complying with ASTM B 241/ (B 241M), Alloy 6063, with a minimum wall thickness of 3/16 inch (4.8
mm). Heat treat after fabrication to comply with ASTM B 597, Temper T6.
D. Foundation Tube: Galvanized corrugated -steel foundation tube, 0.064 -inch- (1.6 -mm-) minimum
nominal wall thickness. Provide with 3/16 -inch (4.8 -mm) steel bottom plate and support plate; 3/4 -inch -
(19 -mm-) diameter, steel ground spike; and steel centering wedges all welded together. Galvanize steel
parts, including foundation tube, after assembly. Provide loose hardwood wedges at top of foundation
tube for plumbing pole.
1. Provide flashing collar of same material and finish as flagpole.
Wabasso Beach Park
Indian River County
DAA Project No. 6008
2.3 FITTINGS
A. Finial Ball: Manufacturer's standard flush -seam ball, sized as indicated or, if not indicated, to match
flagpole -butt diameter.
1. 0.063 -inch (1.6 -mm) spun aluminum, fmished to match flagpole.
B. Internal Halyard, Winch System: Manually operated winch with control stop device and removable
handle, stainless-steel cable halyard, and concealed revolving truck assembly with plastic -coated
counterweight and sling. Provide flush access door secured with cylinder lock. Finish truck assembly to
match flagpole.
C. Halyard Flag Snaps: Provide two stainless-steel swivel snap hooks per halyard.
1. Provide with neoprene or vinyl covers.
D. Plastic Halyard Flag Clips: Made from injection -molded, UV -stabilized, acetal resin (Delrin). Clips
attach to flag and have two eyes for inserting both runs of halyards. Provide two flag clips per halyard.
1. Product: Subject to compliance with requirements, provide "Quiet Halyard Flagclasp" by Lingo
Inc.; Acme Flagpole Division.
2.4 MISCELLANEOUS MATERIALS
A. Concrete: Comply with requirements in Division 3 Section "Cast -in -Place Concrete" for normal -weight,
air -entrained, ready -mix concrete with a minimum 28 -day compressive strength of 3000 psi (20 MPa,
unless otherwise indicated.)
B. Concrete: Provide concrete composed of portland cement, coarse and fine aggregate, and water mixed in
proportions to attain a 28 -day compressive strength of not less than 3000 psi (20 MPa), complying with
ASTM C 94/C 94M:
C. Sand: ASTM C 33, fine aggregate.
D. Elastomeric Joint Sealant: Multicomponent urethane joint sealant complying with requirements in
Division 7 Section "Joint Sealants" for Use NT (nontraffic) and for Use M, G, A, and, as applicable to
joint substrates indicated, O joint substrates.
2.5 FINISHES
A. Metal Finishes, General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal
Products" for recommendations for applying and designating fmishes.
B. Aluminum: Finish designations prefixed by AA comply with the system established by the Aluminum
Association for designating aluminum finishes.
1. Class I, Clear Anodic Finish: AA-M12C22A41 (Mechanical Finish: nonspecular as fabricated;
Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class I, clear coating
0.018 mm or thicker) complying with AAMA 611.
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PART 3 - EXECUTION
3.1 PREPARATION
A. Prepare uncoated metal flagpoles that are set in foundation tubes by painting below -grade portions with a
heavy coat of bituminous paint.
B. Foundation Excavation: Excavate to neat clean lines in undisturbed soil. Remove loose soil and foreign
matter from excavation and moisten earth before placing concrete.
C. Provide forms where required due to unstable soil conditions and for perimeter of flagpole base at grade.
Secure and brace forms and foundation tube, sleeve, or anchor bolts in position, to prevent displacement
during concreting.
D. Place concrete immediately after mixing. Compact concrete in place by using vibrators. Moist -cure
exposed concrete for not less than seven days or use nonstaining curing compound.
E. Trowel exposed concrete surfaces to a smooth, dense finish, free of trowel marks, and uniform in texture
and appearance. Provide positive slope for water runoff to perimeter of concrete base.
3.2 FLAGPOLE INSTALLATION
A. General: Install flagpoles where shown and according to Shop Drawings and manufacturer's written
instructions.
B. Foundation -Tube Installation: Install flagpole in foundation tube, seated on bottom plate between steel
centering wedges. Plumb flagpole and install hardwood wedges to secure flagpole in place. Place and
compact sand in foundation tube and remove hardwood wedges. Seal top of foundation tube with a 2 -
inch (50 -mm) layer of elastomeric joint sealant and cover with flashing collar.
END OF SECTION 10350
Wabasso Beach Park
Indian River County
DAA Project No. 6008
SECTION 10801 - TOILET AND BATH ACCESSORIES
PART 1 - GENERAL
Li 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. Public -use washroom accessories.
2. Warm -air dryers.
3. Childcare accessories.
B. Related Sections include the following:
1. Division 9 Section "Ceramic Tile" for ceramic toilet and bath accessories.
2. Division 10 Section "Detention Toilet Accessories" for accessories designed for installation in
detention facilities.
1.3 SUBMITTALS
A. Product Data: For each type of product indicated. Include the following:
1. Construction details and dimensions.
2. Anchoring and mounting requirements, including requirements for cutouts in other work and
substrate preparation.
3. Material and finish descriptions.
4. Features that will be included for Project.
5. Manufacturer's warranty.
B. Samples: Full size, for each accessory item to verify design, operation, and finish requirements.
1. Approved full-size Samples will be returned and may be used in the Work.
C. Product Schedule: Indicating types, quantities, sizes, and installation locations by room of each accessory
required.
1. Identify locations using room designations indicated on Drawings.
2. Identify products using designations indicated on Drawings.
D. Maintenance Data: For toilet and bath accessories to include in maintenance manuals.
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l .4
1.5
QUALITY ASSURANCE
A. Source Limitations: For products listed together in the same articles in Part 2, provide products of same
manufacturer unless otherwise approved by Architect.
B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70,
Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended
use.
1.6
COORDINATION
A. Coordinate accessory locations with other work to prevent interference with clearances required for
access by people with disabilities, and for proper installation, adjustment, operation, cleaning, and
servicing of accessories.
B. Deliver inserts and anchoring devices set into concrete or masonry as required to prevent delaying the
Work.
WARRANTY
A. Special Mirror Warranty: Manufacturer's standard form in which manufacturer agrees to replace mirrors
that develop visible silver spoilage defects and that fail in materials or workmanship within specified
warranty period.
1, Warranty Period: 15 years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Stainless Steel: ASTM A 666, Type 304, 0.0312 -inch (0.8 -mm) minimum nominal thickness, unless
otherwise indicated.
B. Steel Sheet: ASTM A 1008/A 1008M, Designation CS (cold rolled, commercial steel), 0.0359 -inch (0.9 -
mm) minimum nominal thickness.
C. Galvanized Steel Sheet: ASTM A 653/A 653M, with G60 (Z180) hot -dip zinc coating.
D. Galvanized Steel Mounting Devices: ASTM A 153/A 153M, hot -dip galvanized after fabrication.
E. Fasteners: Screws, bolts, and other devices of same material as accessory unit and tamper -and -theft
resistant where exposed, and of galvanized steel where concealed.
F. Chrome Plating: ASTM B 456, Service Condition Number SC 2 (moderate service).
G. Mirrors: ASTM C 1503, Mirror Glazing Quality, clear -glass mirrors, nominal 6.0 mm thick.
H. ABS Plastic: Acrylonitrile -butadiene -styrene resin formulation.
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Indian River County
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2.2 PUBLIC -USE WASHROOM ACCESSORIES
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:
1. A & J Washroom Accessories, Inc.
2, American Specialties, Inc.
3. Bobrick Washroom Equipment, Inc.
4, Bradley Corporation.
B. Toilet Tissue (Roll) Dispenser: Total (8)
1. Description: Roll -in -reserve dispenser with hinged front secured with tumbler lockset.
2. Mounting: Surface mounted.
3. Operation: Spindleless with tension -spring controlled delivery and self-locking device extending
through core that prevents core removal until roll is empty.
4. Capacity: Designed for 4-1/2- or 5 -inch- (114- or 127 -mm-) diameter tissue rolls.
5. Material and Finish: Stainless steel, No. 4 finish (satin).
C. Waste Receptacle: Total (4)
1. Mounting: Wall mounted for corner installation.
2. Minimum Capacity: 20 gal. (L).
3. Material and Finish: Stainless steel, No. 4 finish (satin).
4. Lockset: Tumbler type for waste -receptacle.
D. Liquid -Soap Dispenser: Total (10)
1. Description: Designed for dispensing soap in liquid or lotion form.
2. Mounting: Horizontally oriented, surface mounted.
3. Capacity: 12 oz. (mL).
4. Lockset: Tumbler type.
5. Refill Indicator: Window type.
E. Grab Bar: Detention Type see Section 10812. Total (2) sets
F. Mirror Unit: Detention Type see Section 10812. Total (10)
2.3 WARM -AIR DRYERS
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:
1. Bobrick Washroom Equipment, Inc.
2. Bradley Corporation.
3, Excel Dryer Corporation,
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B. Warm -Air Dryer: Total (6)
1. Mounting: Surface mounted.
2. Operation: Touch -button activated with timed power cut-off switch.
a. Operation Time: 30 to 40 seconds.
3. Cover Material and Finish: Stainless steel, No. 4 finish (sarin).
4. Electrical Requirements: 115 V, 20 A, 2300 W.
2.4 CHILDCARE ACCESSORIES
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:
1. American Infant Care Products Inc.
2. Koala Corporation.
3. Safe -Strap Company, Inc.
B. Diaper -Changing Station Total (2):
1. Description: Horizontal unit that opens by folding down from stored position and with child -
protection strap.
a. Engineered to support a minimum of 250-1b (113 -kg) static load when opened.
2. Mounting: Surface mounted, with unit projecting not more than 4 inches (100 mm) from wall
when closed.
3. Operation: By pneumatic shock -absorbing mechanism.
4. Material and Finish: High-density polyethylene in manufacturer's standard color.
5. Liner Dispenser: Built in.
2.5 FABRICATION
A. General: Fabricate units with right seams and joints, and exposed edges rolled. Hang doors and access
panels with full-length, continuous hinges. Equip units for concealed anchorage and with corrosion -
resistant backing plates.
B. Keys: Provide universal keys for internal access to accessories for servicing and resupplying. Provide
minimum of six keys to Owner's representative.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install accessories according to manufacturers' written instructions, using fasteners appropriate to
substrate indicated and recommended by unit manufacturer. Install units level, plumb, and firmly
anchored in locations and at heights indicated.
B. Grab Bars: Install to withstand a downward load of at least 250 lbf (1112 N), when tested according to
method in ASTM F 446.
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3.2 ADJUSTING AND CLEANING
A. Adjust accessories for unencumbered, smooth operation. Replace damaged or defective items.
B. Remove temporary labels and protective coatings.
C. Clean and polish exposed surfaces according to manufacturer's written recommendations.
END OF SECTION 10801
Wabasso Beach Park Revised 01/08/08
Indian River County 10801-5
DAA Project No. 6008
SECTION 10812 - DETENTION TOILET ACCESSORIES
PART 1 - GENERAL
Li 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. Section Includes:
1. Stainless-steel mirrors.
2. Grab bars.
B. Related Sections:
1, Division 3 Section "Cast -in -Place Concrete" for embedding anchors into cast -in-place
construction.
2. Division 4 Section "Unit Masonry Assemblies" for inserting anchors into masonry construction.
3. Division 9 painting Sections for field painting detention toilet accessories.
4. Division 10 Section "Toilet and Bath Accessories" for nondetention toilet accessories.
1.3 SUBMITTALS
A. Product Data: For each type of product indicated. Include construction details, material descriptions,
dimensions of individual components and profiles, and finishes.
B. Samples for Verification: For each type of detention toilet accessory indicated.
1. Approved full-size Samples will be returned and may be used in the Work.
C. Product Schedule: For detention toilet accessories. Indicate types, quantities, sizes, and installation
locations by room of each accessory required. Use same designations indicated on Drawings.
D. Coordination Drawings: Drawings showing location of each built-in anchor supporting detention toilet
accessories, including anchors to be installed as work of other Sections, drawn to scale and coordinating
anchorage with detention toilet accessories. Show the following:
1. Locations, dimensions, and profiles of wall and floor reinforcements.
2. Locations and installation details of built-in anchors.
3. Elevations of each detention toilet accessory showing dimensions of accessory, preparations for
receiving anchors, and locations of anchorage.
4. Details of attachment of each detention toilet accessory to built-in anchors.
E. Welding certificates.
F. Maintenance Data: For detention toilet accessories to include in maintenance manuals.
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1.4
1.5
1.6
G. Warranties: Sample of special warranties.
QUALITY ASSURANCE
A. Source Limitations: Obtain each type of detention toilet accessory from single source from single
manufacturer.
1.7
B. Welding Qualifications: Qualify procedures and personnel according to the following:
1. AWS D1,l/DI*IM, "Structural Welding Code - Steel."
2, AWS D1.3, "Structural Welding Code - Sheet Steel."
3, AWS D1.6, "Structural Welding Code - Stainless Steel."
C. Preinstallation Conference: Conduct conference at Project site.
D. Coordination Meetings: Conduct coordination meetings at Project site to comply with requirements in
Division 1 Section "Special Project Procedures for Detention Facilities."
COORDINATION
A. Coordinate installation of anchorages for detention toilet accessories. Furnish setting drawings,
templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and
items with integral anchors, that are to be embedded in adjoining construction. Deliver such items to
Project site in time for installation.
B. Coordinate wall construction to ensure that actual opening dimensions correspond to dimensions required
for recessed detention toilet accessories.
WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace
detention toilet accessories that fail in materials or workmanship within specified warranty period.
1. Failures include, but are not limited to, the following:
a. Structural failures including deflection exceeding 1/4 inch (6.3 mm).
b. Faulty operation of hardware.
C. Deterioration of metals, metal finishes, and other materials.
2. Warranty Period: Two years from date of Substantial Completion.
MAINTENANCE TOOLS
A. Tool Kit: Provide six sets of tools for use with security fasteners, each packaged in a compartmented kit
configured for easy handling and storage.
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PART2-PRODUCTS
2.1 MATERIALS
A. Cold -Rolled Steel Sheet: ASTM A 1008/A 1008M, CS (Commercial Steel), Type B.
B. Metallic -Coated Steel Sheet: ASTM A 653/A 653M, CS (Commercial Steel), Type B; with G60 (Z180)
zinc (galvanized) coating designation.
C. Stainless -Steel Sheet: ASTM A 666 or ASTM A 240/A 240M, austenitic stainless steel, Type 304;
Type 430 for mirrors.
D. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.
E. Concealed Bolts: ASTM A 307, Grade A unless otherwise indicated.
F. Cast -in -Place Anchors in Concrete: Anchors of type indicated below, fabricated from corrosion -resistant
materials capable of sustaining, without failure, a load equal to [4] <Insert safety factor> times the load
imposed, as determined by testing per ASTM E 488, conducted by a qualified independent testing
agency.
1. Threaded or wedge type; galvanized ferrous castings, either ASTM A 47/A 47M malleable iron or
ASTM A 27/A 27M cast steel. Provide bolts, washers, and shims as needed, hot -dip galvanized
per ASTM A 153/A 153M,
G. Embedded Plate Anchors: Fabricated from steel shapes and plates, minimum 3/16 inch (4.8 mm) thick;
with minimum 1/2 -inch- (12.7 -mm-) diameter headed studs welded to back of plate.
H. Proprietary Built-in Masonry Anchors: Fabricated from 1/4 -inch (6.3 -mm) nominal -thickness steel plate
into 8 -inch= (203 -mm-) deep blocks matching size of concrete masonry units; with weld nuts attached on
inside to receive field -bolted attachments.
1. Products: Subject to compliance with requirements, available products that may be incorporated
into the Work include, but are not limited to, the following:
a. M/Bed; M/Bed Block System.
b. Steel Block, Inc.; Steel Block Embed.
2, Finish: Epoxy paint for anchors with bolted attachments.
I. Welding Rods and Bare Electrodes: Select according to AWS specifications.
2.2 SECURITY SEALANTS
A. Manufacturer's standard, high -modulus, nonsag, two-part, pick -proof, epoxy sealant recommended for
sealing nonmoving interior joints in security applications.
1. Products: Subject to compliance with requirements, available products that may be incorporated
into the Work include, but are not limited to, the following:
a. Degussa Building Systems; Sonneborn EpoGel.
b. Pecora Corporation; DynaPoxy EP -1200.
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2.3 SECURITY FASTENERS
A. Fasteners that are operable only by tools produced by fastener manufacturer or other licensed fabricator
for use on specific type of fastener.
1. Manufacturers: Subject to compliance with requirements, available manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following]:
a. Holo-Krome; a Danaher Corporation. id
b. Safety Socket LLC.
C, Tamper-Pruf Screws, Inc.
d. Textron Fastening Systems, Inc.
B. Provide drive -system type, head style, material, and protective coating as required for assembly,
installation, and strength, and as follows:
1. Drive -System Types: Pinned Torx-Plus.
2. Fastener Strength: 120,000 psi (827 MPa).
3. Socket Button Head Fasteners:
a. Heat-treated alloy steel, ASTM F 835 (ASTM F 835M).
b. Stainless steel, ASTM F 879 (ASTM F 879M), Group 1 CW.
4, Socket Flat Countersunk Head Fasteners:
a. Heat-treated alloy steel, ASTM F 835 (ASTM F 835M).
b. Stainless steel, ASTM F 879 (ASTM F 879M), Group 1 CW.
5. Socket Head Cap Fasteners:
a.
Heat-treated alloy steel,
ASTM A 574 (ASTM
A 574M).
b.
Stainless steel, ASTM F
837 (ASTM F 837M),
Group 1 CW.
6, Protective Coatings for Heat -Treated Alloy Steel:
a.
Zinc
and clear trivalent chromium,
where indicated.
b.
Zinc
phosphate with oil, ASTM F
1137, Grade I, or black oxide unless otherwise indicated.
2.4 DETENTION MIRRORS
A. Large, Integrally Framed Detention Mirror with Round Comers: Minimum 11 inches wide by 16 inches
(279 mm wide by 406 mm) high; with mirror and integral frame formed from 0.062 -inch- (1.57 -mm-)
thick, stainless-steel sheet; with round corners. Provide No. 4 finish for mirror, chrome plating for
frame.
1. Products: Subject to compliance with requirements, available products that may be incorporated
into the Work include, but are not limited to, the following:
a. A & J Washroom Accessories Inc.; Security Mirror, US7408B.
b. American Specialties, Inc.; Security Framed Mirror, Model No. [10744] [10844].
C. Bobrick Washroom Equipment, Inc.; Model B-942.
d. Bradley Corporation; Security Framed Wall Mirror, Model SA05.
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2. Mounting: Front mounting with security fasteners to 0.168 -inch (4.27 -mm) nominal -thickness,
metallic -coated steel mounting plate.
2.5 DETENTION GRAB BARS
A. Grab Bars: 1-1/2 inches (38.1 mm) in diameter; formed from 0.038 -inch- (0.95 -mm-) thick, stainless-
steel tubing, with 3 -inch- (76.2 -mm-) diameter flanges formed from 0.125 -inch- (3.18 -mm-) thick,
stainless steel. Closure plates formed from 0.125 -inch- (3.18 -mm-) thick, stainless steel. All -welded
construction. Provide No. 4 finish.
1. Products: Subject to compliance with requirements, available products that may be incorporated
into the Work include, but are not limited to, the following:
a. A & J Washroom Accessories Inc.; US 130.
b. American Specialties, Inc.; 165.
C, Bradley Corporation; SA70.
2, Length: 36 inches long and 42 inches long.
3. Mounting: Front mounting with security fasteners.
2.6 FABRICATION
A. Coordinate dimensions and attachment methods of detention toilet accessories with those of adjoining
construction to produce integrated assemblies with closely fitting joints and with edges and surfaces
aligned unless otherwise indicated.
B. Shear and punch metals cleanly and accurately. Remove burrs.
C. Form edges and comers to be free of sharp edges and rough areas. Fold back exposed edges of
unsupported sheet metal to form a 1/2 -inch- (12.7 -mm-) wide hem on the concealed side, or ease edges to
a radius of approximately 1/32 inch (0.8 mm) and support with concealed stiffeners.
D. Form metal in maximum lengths to minimae joints. Form bent -metal comers to smallest radius possible
without causing grain separation or otherwise impairing work.
E. Weld comers and seams continuously to comply with referenced AWS standard and the following:
1. Use materials and methods that minimize distortion and develop strength and corrosion resistance
of base metals.
2. Obtain fusion without undercut or overlap.
3. Remove welding flux immediately.
4. At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness
shows after finishing and contour of welded surface matches that of adjacent surface.
5. Weld before finishing components to greatest extent possible. Remove weld spatter and welding
oxides from exposed surfaces by descaling or grinding.
F. Provide for anchorage of type indicated; coordinate with supporting structure. Fabricate and space
anchoring devices to secure detention toilet accessories rigidly in place and to support expected loads.
Build in straps, plates, and brackets as needed to support and anchor fabricated items to adjoining
construction. Reinforce formed -metal units as needed to attach and support other construction.
G. Cut, reinforce, drill, and tap detention toilet accessories to receive hardware, security fasteners, and
similar items.
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H. Form exposed work true to line and level with accurate angles and surfaces. Grind off and ease edges
unless otherwise indicated.
I. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners where
possible. Use exposed security fasteners of type indicated or, if not indicated, flat -head (countersunk)
security fasteners. Locate joints where least conspicuous.
2.7 FINISHES
A. Finish detention toilet accessories after assembly.
B. Steel Finishes:
1. Surface Preparation: Remove mill scale and rust, if present, from uncoated steel, complying with
SSPC-SP 5/NACE No. 1, "White Metal Blast Cleaning," or SSPC-SP 8, "Pickling."
C. Stainless -Steel Finishes: Remove tool and die marks and stretch lines or blend into fmish.
1. Grind and polish surfaces to produce uniform, directionally textured, polished finish indicated,
free of cross scratches. Run grain with long dimension of each piece.
2. When polishing is completed, passivate and rinse surfaces. Remove embedded foreign matter and
leave surfaces chemically clean.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for
installation tolerances and other conditions affecting performance of detention toilet accessories.
1. Examine roughing -in for embedded and built-in anchors to verify actual locations of detention
toilet accessory connections before detention toilet accessory installation.
2. For the record, prepare written report, endorsed by Installer, listing conditions detrimental to
performance of detention toilet accessories.
B. Inspect built-in and cast -in anchor installations before installing detention toilet accessories to verify that
anchor installations comply with requirements. Prepare inspection reports.
1. Remove and replace anchors where inspections indicate that they do not comply with specified
requirements. Reinspect after repairs or replacements are made.
2. Perform additional inspections to determine compliance of replaced or additional work. Prepare
inspection reports.
C. Verify locations of detention toilet accessories.
D. Proceed with installation only after unsatisfactory conditions have been corrected.
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3.2 INSTALLATION
A. Fastening to In -Place Construction: Provide anchorage devices and fasteners where necessary for
securing detention toilet accessories to in-place construction. Include threaded fasteners for concrete and
masonry inserts, security fasteners, and other connectors.
B. Provide temporary bracing or anchors in formwork for items that are to be built into concrete or masonry
or similar construction.
C. Apply security sealant around perimeter in a continuous ribbon on back of detention toilet accessories
before installation.
D. Security Fasteners: Install detention toilet accessories using security fasteners with head style appropriate
for installation requirements, strength, and finish of adjacent materials. Provide stainless-steel security
fasteners in stainless-steel materials.
3.3 FIELD QUALITY CONTROL
A. Inspect installed products to verify compliance with requirements. Prepare inspection reports and
indicate compliance with and deviations from the Contract Documents.
B. Remove and replace detention work where inspections indicate that work does not comply with specified
requirements.
C. Perform additional inspections to determine compliance of replaced or additional work. Prepare
inspection reports.
D. Prepare field quality -control certification that states installed products and their installation comply with
requirements in the Contract Documents,
3A ADJUSTING AND CLEANING
A. Remove temporary labels and protective coatings.
B. Adjust safety hooks to release with application of 8-lbf (35.6-N) load.
C. Painting: Immediately after erection, clean bolted connections and abraded areas of shop paint, and paint
exposed areas with same material as used for shop painting to comply with SSPC-PA 1 for touching up
shop -painted surfaces.
D. Touchup Painting: Cleaning and touchup painting of bolted connections and abraded areas of shop paint
are specified in Division 9 painting Sections.
END OF SECTION 10812
Wabasso Beach Park
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DAA Project No. 6008
10812-7
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