SUMMARY
1.9
1.2
1. Duration: 50 years following date of Substantial Completion
2. Duration: 50 years following date of Final Acceptance.
B. Product certificates.
PART 2 - PRODUCTS
QUALITY ASSURANCE
2.1 MANUFACTURERS
A. Applicator Qualifications: A pest control operator who is licensed according to regulations of authorities having jurisdiction to
apply termite control treatment in jurisdiction where Project is located.
B. Regulatory Requirements: Formulate and apply termiticides, and label with a Federal registration number, to comply with
EPA regulations and authorities having jurisdiction.
WARRANTY
C. Requests for substitutions will be considered in accordance with provisions of Section 01633.
2.2 MANUFACTURED STONE
A. Soil Termiticide Special Warranty: Manufacturer's standard form, signed by applicator and Contractor, certifying that applied
soil termiticide treatment will prevent infestation of subterranean termites. If subterranean termite activity or damage is
discovered within 5 years from date of Substantial Completion, re-treat soil and repair or replace damage caused by termite
infestation.
1. Environmental Stoneworks Autumn Prostack Lite:
2. Stone Veneer: Various available shapes and patterns to simulate natural stone, installed in a non-load bearing veneer
with a minimum thickness of 5/8 inches and a maximum thickness of less than 2 5/8 inches
3. Stone Trim: Drip Ledge shape as indicated on the Drawings for use at applicable storefront windows sill conditions
4. Weight: maximum of 15 lbs/SF
5. Density to be determined under ASTM C 567
6. Compressive Strength: Minimum of 1,800 PSI when tested in accordance with ATSM C 192
7. Water absorption: less than 18% when tested in accordance with ASTM C-140 or UBC standard 15-5
8. Freeze-thaw: less than 3% mass loss when tested in accordance with ASTM C 67
9. Shear Bond Strength: minimum of 50 PSI when conducted in accordance with ASTM C 482
10. Thermal Resistance: R ≥.865 when tested at a thickness of 1.0 inch (25.4 mm) in Accordance with ASTM C 518
11. Smoke and fuel contribution: UL listed 0/0
12. Flexural strength: tested in accordance with ASTM C 348, Section 4.4
13. Tensile strength: tested in accordance with ASTM C 190, Section 4.5
14. Weather resistance: Mix design proven by test results to be resistant to degradation by weather.
PART 2 - PRODUCTS
2.1
TERMITE CONTROL
A. Soil Treatment: EPA-registered termiticide complying with requirements of authorities having jurisdiction, in a soluble or
emulsible, concentrated formulation that dilutes with water or foaming agent. Use only soil treatment solutions that are not
harmful to plants.
B. 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. AgrEvo Environmental Health, Inc.; a company of Hoechst and Schering, Berlin.
2. Bayer Corp.; Garden & Professional Care.
3. DowElanco.
SOIL TREATMENT APPLICATION
2.4
E. Support each ladder at top and bottom and not more than 60 inches o.c. with welded or bolted steel brackets. Size brackets
to support design loads specified in ANSI A14.3.
F. Provide nonslip surfaces on top of each rung, either by coating rung with aluminum-oxide granules set in epoxy-resin
adhesive or by using a type of manufactured rung filled with aluminum-oxide grout.
SUMMARY
G. Galvanize ladders, including brackets and fasteners, in the following locations:
1. Steel framing and supports for applications where framing and supports are not specified in other Sections.
2. Miscellaneous metal trim.
3. Steel ladders.
1. Exterior.
2. Interior, where indicated.
A. Wall Underlayment (2-layers on exterior applications):
B. Related Sections include the following:
1. Grade D Kraft waterproof building paper, UBC Standard No. 14-1.
2. Asphalt Saturated Felt meeting or exceeding the requirements of ASTM D 226 Type I.
3. Weather Resistant Barrier meeting the requirements of ICC-ES AC-38 (refer to Section 07272 - Fluid Applied Membrane
Air Barriers.
1. Structural Plans: Structural Steel Notes for structural-steel framing system components.
2. Division 6 Section "Rough Carpentry" for metal framing anchors and other rough hardware.
1.3
2.9 RESERVED
2.10 RESERVED
2.11 MISCELLANEOUS FRAMING AND SUPPORTS
SUBMITTALS
A. General: Provide steel framing and supports that are not a part of structural-steel framework as necessary to complete the
Work.
B. Metal Flashing:
A. Shop Drawings: Detail fabrication and erection of each metal fabrication indicated. Include plans, elevations, sections, and
details of metal fabrications and their connections. Show anchorage and accessory items.
1. 0.032 inch aluminum sheet; ASTM B 209.
2. 24 gauge galvanized steel; ASTM A 653.
3. 16 oz/sqft(5 kg/sm) copper sheet; ASTM B 370.
1. Wood Framing--minimum 11 gauge, 7/16 inch (11 mm) diameter head galvanized roofing nails with minimum ¾ inch
(19mm) penetration into studs or minimum #8 Type S wafer head fully threaded corrosion resistant screws with minimum
¾ inch (19 mm) penetration into studs.
2. Steel Framing--minimum #8 Type S or S-12 wafer head fully threaded corrosion resistant screws with minimum 3/8 inch
(10 mm) penetration into studs.
3. Concrete or Masonry--minimum # 8 wafer head fully threaded corrosion resistant screws for masonry with minimum 1
inch (25 mm) penetration into substrate.
RELATED SECTIONS
A. Section 07272 - Fluid Applied Membrane Air Barriers.
C. Fabricate units from structural-steel shapes, plates, and bars of welded construction, unless otherwise indicated. Fabricate to
sizes, shapes, and profiles indicated and as necessary to receive adjacent construction retained by framing and supports.
Cut, drill, and tap units to receive hardware, hangers, and similar items.
B. Mill Certificates: Signed by manufacturers of stainless-steel sheet certifying that products furnished comply with
requirements.
1. Fabricate units from slotted channel framing where indicated.
2. Where units are indicated to be cast into concrete or built into masonry, equip with integrally welded steel strap anchors
1-1/4 inches wide by 1/4 inch thick by 8 inches long at 24 inches o.c., unless otherwise indicated.
3. Furnish inserts if units must be installed after concrete is placed.
C. Welding Certificates: Copies of certificates for welding procedures and personnel.
D. Qualification Data: For firms and persons specified in "Quality Assurance" Article to demonstrate their capabilities and
experience. Include lists of completed projects with project names and addresses, names and addresses of architects and
owners, and other information specified.
2.6 MECHANICAL FASTENERS
A. Appropriate non-corroding fasteners, depending on the type framing or substrate:
B. General: Provide steel framing and supports indicated and as necessary to complete the Work.
1. Provide templates for anchors and bolts specified for installation under other Sections.
C. Metal Lath: Diamond patterned steel mesh meeting or exceeding the requirements of ASTM C 847. Minimum 2.5 lb/sqyd(1.37
kg/sm).
B. Manufactured Stone Trim.
1.4
QUALITY ASSURANCE
D. Galvanize miscellaneous framing and supports where indicated.
2.12 MISCELLANEOUS STEEL TRIM
A. Fabricator Qualifications: A firm experienced in producing metal fabrications similar to those indicated for this Project and
with a record of successful in-service performance, as well as sufficient production capacity to produce required units.
1.5
A. Unless otherwise indicated, fabricate units from structural-steel shapes, plates, and bars of profiles shown with continuously
welded joints, and smooth exposed edges. Miter corners and use concealed field splices where possible.
PROJECT CONDITIONS
B. Provide cutouts, fittings, and anchorages as needed to coordinate assembly and installation with other work. Provide
anchors, welded to trim, for embedding in concrete or masonry construction, spaced not more than 6 inches from each end, 6
inches from corners, and 24 inches o.c., unless otherwise indicated.
A. Field Measurements: Where metal fabrications are indicated to fit walls and other construction, verify dimensions by field
measurements before fabrication and indicate measurements on Shop Drawings. Coordinate fabrication schedule with
construction progress to avoid delaying the Work.
C. Galvanize miscellaneous steel trim in the following locations where indicated.
B. Tie Wire--18 gauge galvanized and annealed low-carbon steel in compliance with ASTM A 641 with Class I coating.
2.7
C. Section 07240 - Exterior Insulation and Finish Systems
1. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish dimensions
and proceed with fabricating metal fabrications without field measurements. Coordinate construction to ensure that actual
dimensions correspond to established dimensions. Allow for trimming and fitting.
ACCESSORIES
A. Weep screed, casing bead, corner bead, corner lath, expansion and control joint accessories. All accessories shall meet the
requirements of ASTM C 1063 and its referenced documents:
D. Section 07620 - Sheet Metal Flashing and Trim: Weep screeds and wall and roof flashings.
1.6
F. Section 09242 - Portland Cement Stucco
B. All accessories shall have perforated or expanded flanges and shall be designed with grounds for the specified thickness of
stucco.
REFERENCES
PART 2 - PRODUCTS
2.1
2.8
B. ASTM International:
COORDINATION
B. Preparation for Shop Priming: Prepare uncoated ferrous-metal surfaces to comply with minimum requirements indicated
below for SSPC surface-preparation specifications and environmental exposure conditions of installed metal fabrications:
A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.
1. Exteriors (SSPC Zone 1B): SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning."
2. Interiors (SSPC Zone 1A): SSPC-SP 3, "Power Tool Cleaning."
B. Steel Tubing: Cold-formed steel tubing complying with ASTM A 500.
STUCCO
D. Cast-in-Place Anchors in Concrete: Anchors of type indicated below, fabricated from corrosion-resistant materials capable of
sustaining, without failure, the load imposed within a safety factor of 4, as determined by testing per ASTM E 488, conducted
by a qualified independent testing agency.
1. Application to Metal Plaster Bases:
a. Vertical Surfaces: Galvanized diamond mesh metal lath:
a.a. Minimum 2.5 lb/yd2: Stucco thickness shall be 3/8 inch thickness and shall be applied in one coats (scratch
coat).
2.10 PRIMER
SUBMITTALS
1. Threaded or wedge type; galvanized ferrous castings, either ASTM A 47malleable iron or ASTM A 27 cast steel. Provide
bolts, washers, and shims as needed, hot-dip galvanized per ASTM A 153.
B. Product Data: Manufacturer's data sheets on each product to be used, including:
Preparation instructions and recommendations.
Storage and handling requirements and recommendations.
Color charts.
Installation methods.
3.1
D. Bituminous Paint: Cold-applied asphalt mastic complying with SSPC-Paint 12, except containing no asbestos fibers, or
cold-applied asphalt emulsion complying with ASTM D 1187.
C. Mortar Joints:
Fluid Applied Waterproofing
Batt and Blanket Insulation
Board Insulation
Foamed-in-Place Masonry Wall Insulation
Insulation Drainage Panels
Exterior Insulation and Finish Systems (EIFS)
Fluid-Applied Membrane Air Barriers
Thermo-Plastic Membrane Roofing
Sheet Metal Flashing and Trim
Roof Accessories
Sealants and Caulking
Section 08111
Section 08211
Section 08411
Section 08420
Section 08710
Section 08800
Section 08830
Standard Steel Doors and Frames
Flush Wood Doors
Aluminum-Framed Entrances and Storefronts
Aluminum Framed Folding System
Door Hardware
Glazing
Mirrors
DIVISION 09 - FINISHES
Section 09242
Section 09260
Section 09300
Section 09511
Section 09545
Section 09680
Section 09720
Section 09912
Portland Cement Stucco
Gypsum Board Assemblies
Tile
Acoustical Panel Ceilings
Fiber Reinforced Plastic Panels
Carpet
Wall Coverings
Painting (Professional Line Products)
JAMES E. DOWNS JR.
AL# 5367
DIVISION 10 - SPECIALTIES
Section 10155
Section 10520
Toilet Compartments
Fire Protection Specialties
DIVISION 11 - EQUIPMENT
Section 11400
Food Service Equipment (Installation)
DIVISION 12 - FURNISHINGS
Refer to Drawings
DIVISION 13 - SPECIAL CONSTRUCTION
NOT USED
DIVISION 14 - CONVEYING SYSTEMS
NOT USED
DIVISION 15 - MECHANICAL
Refer to Mechanical Specifications
DIVISION 16 - ELECTRICAL
Refer to Electrical Specifications
50% Owner Review:
95% Owner Review:
Permit Issue Date:
Bid Set Issue:
04/10/12
04/23/12
04/27/12
REVISION INFORMATION
INSTALLATION, GENERAL
E. Field Welding: Comply with the following requirements:
1. Tight Fit joints.
2.4 FASTENERS
D. Windows, Doors and Wall Openings:
1.
2.
3.
4.
A. General: Provide Type 304 or 316 stainless-steel fasteners for exterior use and zinc-plated fasteners with coating complying
with ASTM B 633, Class Fe/Zn 5, where built into exterior walls. Select fasteners for type, grade, and class required.
PART 3 - EXECUTION
B. Bolts and Nuts: Regular hexagon-head bolts, ASTM A 307, Grade A; with hex nuts, ASTM A 563; and, where indicated, flat
washers.
F. Quality Assurance / Product Control Submittals:
3.1 EXAMINATION
C. Anchor Bolts: ASTM F 1554, Grade 36.
Proof of manufacturer qualifications as described in Article - Quality Assurance.
Proof of installer qualifications as described in Article - Quality Assurance.
Current ICC-ES Report (See section 04700.1.4.A above).
Certification of compliance with all code bodies having jurisdiction.
Test Reports for physical properties upon request.
A. Do not begin installation until substrates have been properly prepared.
D. Machine Screws: ASME B18.6.3.
B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before
proceeding.
E. Lag Bolts: ASME B18.2.1.
Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals.
Obtain fusion without undercut or overlap.
Remove welding flux immediately.
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.
Restaurant #:
4525
P89-STAND ALONE
F. Corrosion Protection: Coat concealed surfaces of aluminum that will come into contact with grout, concrete, masonry, wood,
or dissimilar metals with a heavy coat of bituminous paint.
3.2
SETTING BEARING AND LEVELING PLATES
A. Clean concrete and masonry bearing surfaces of bond-reducing materials, and roughen to improve bond to surfaces. Clean
bottom surface of plates.
245 SUMMIT BLVD
F. Wood Screws: Flat head, carbon steel, ASME B18.6.1.
3.2
SUBSTRATE PREPARATION
G. Submittals: Coordinate with Section 01730 Operation and Maintenance Data; submit following items:
B. Set bearing and leveling plates on wedges, shims, or leveling nuts. After bearing members have been positioned and
plumbed, tighten anchor bolts. Do not remove wedges or shims but, if protruding, cut off flush with edge of bearing plate
before packing with grout.
G. Plain Washers: Round, carbon steel, ASME B18.22.1.
A. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under
the project conditions.
1. Maintenance Instructions.
2. Manufacturer's Limited Warranty.
H. Lock Washers: Helical, spring type, carbon steel, ASME B18.21.1.
B. Inspect metal flashings at all terminations, penetrations, and transitions. Install where damaged or missing.
I.
QUALITY ASSURANCE
3.3 MANUFACTURED STONE VENEER INSTALLATION
A. Installer Qualifications: Company with documented experience in installation of manufactured masonry including at least five
(5) projects within a 400 mile radius of this Project.
A. Install in accordance with manufacturer's current application requirements.
B. Mock-Up: Provide a mock-up for evaluation of surface preparation techniques and application workmanship.
B. Keep surfaces moist while installing.
1. Use nonshrink grout, nonmetallic, in concealed locations where not exposed to moisture; use nonshrink, nonmetallic
grout in exposed locations, unless otherwise indicated.
2. Pack grout solidly between bearing surfaces and plates to ensure that no voids remain.
Expansion Anchors: Anchor bolt and sleeve assembly of material indicated below with capability to sustain, without failure, a
load equal to six times the load imposed when installed in unit masonry and equal to four times the load imposed when
installed in concrete, as determined by testing per ASTM E 488, conducted by a qualified independent testing agency.
Drawn By:
Checked By:
DD
DD
3.3 INSTALLING MISCELLANEOUS FRAMING AND SUPPORTS
1. Installation areas to be designated by Architect.
2. Selected areas may be part of area to receive stone finish.
3. Do not proceed with remaining work until workmanship, color, laying pattern and grout are approved by Architect and / or
others with approval authority.
1. Material: Carbon-steel components zinc-plated to comply with ASTM B 633, Class Fe/Zn 5.
2. Material: Alloy Group 1 or 2 stainless-steel bolts complying with ASTM F 593 and nuts complying with ASTM F 594 at
locations exposed to weather.
C. Poorly attached stones are considered defective work. After set-up, inspect wall for loose stones. Remove and properly
replace prior to project close-out.
D. Seal all joints at wall openings and penetrations with a sealant approved for use with masonry products.
DELIVERY, STORAGE, AND HANDLING
J. Toggle Bolts: FS FF-B-588, tumble-wing type, class and style as needed.
2.5 GROUT
A. 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.
E. Exposed mortar conditions at window sills (adjacent to drip ledge trim pieces) to be painted top match adjacent manufactured
stone trim piece to provide a continuous appearance.
A. Store products in manufacturer's unopened packaging until ready for installation.
3.4
C. Prior to installation protect material from precipitation combined with freezing temperatures. Product with visible frozen
moisture should not be installed.
Section 07140
Section 07211
Section 07212
Section 07214
Section 07215
Section 07240
Section 07272
Section 07540
Section 07620
Section 07720
Section 07920
D. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints
but cannot be shop welded because of shipping size limitations. Do not weld, cut, or abrade surfaces of exterior units that
have been hot-dip galvanized after fabrication and are for bolted or screwed field connections.
C. Galvanizing Repair Paint: High-zinc-dust-content paint for regalvanizing welds in steel, complying with SSPC-Paint 20.
E. Verification Samples: For each finish product specified, two samples, minimum size 12 inches (305mm) square that depict
the specified product, color, pattern and texture.
B. Store and dispose of solvent-based materials, and materials used with solvent-based materials, in accordance with
requirements of local authorities having jurisdiction.
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
C. Provide temporary bracing or anchors in formwork for items that are to be built into concrete, masonry, or similar construction.
1. Butt field stones to wall opening.
1.7
ARCHITECTS PROJECT #:
2110572.0
Rough Carpentry
Structural Glued-Laminated Timber
Interior Architectural Woodwork
Stone Countertops
B. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing metal fabrications. Set metal
fabrications accurately in location, alignment, and elevation; with edges and surfaces level, plumb, true, and free of rack; and
measured from established lines and levels.
B. Ship Primer for Ferrous Metal: Fast-curing, lead- and chromate-free, universal modified-alkyd primer complying with
performance requirements in FS TT-P-664; selected for good resistance to normal atmospheric corrosion, compatibility with
finish paint systems indicated, and capability to provide a sound foundation for field-applied topcoats despite prolonged
exposure.
1. Cultured Stone Corners: Stones manufactured specifically for installation at corners. Color to match stones specified.
D. Selection Samples: For each product specified, two samples representing manufacturer's product including textures and
colors.
1.6
Section 06100
Section 06185
Section 06402
Section 06415
B. 90 Degree Outside Corners:
C. Detail Drawings: Submit detail drawings depicting proper installation and flashing techniques. Coordinate locations with those
found on the Contract Drawings.
1.
2.
3.
4.
5.
DIVISION 06 - WOOD AND PLASTICS
A. Fastening to In-Place Construction: Provide anchorage devices and fasteners where necessary for securing metal
fabrications to in-place construction. Include threaded fasteners for concrete and masonry inserts, toggle bolts, through-bolts,
lag bolts, wood screws, and other connectors.
A. Shop Primers: Provide primers that comply with Division 9 Section “Painting.”
A. Walls: Single Color and Texture throughout.
Metal Fabrications
PART 3 - EXECUTION
2.3 PAINT
2.11 FIELD FABRICATION
Section 05500
1. Stripe paint corners, crevices, bolts, welds, and sharp edges.
E. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded.
A. Sto Hot Prime - acrylic-based, tinted, high-pH compatible primer/sealer.
DIVISION 05 - METALS (See Structural Plans)
C. Apply shop primer to uncoated surfaces of metal fabrications, except those with galvanized finishes and those to be
embedded in concrete, sprayed-on fireproofing, or masonry, unless otherwise indicated. Comply with SSPC-PA 1, "Paint
Application Specification No. 1," for shop painting.
C. Steel Pipe: ASTM A 53, standard weight (Schedule 40), unless another weight is indicated or required by structural loads.
A. ICC Compliance: All manufactured masonry installed will meet or exceed the requirements of ICC Acceptance Criteria AC51
and have a current ICC-ES report number of ESR-2380.
Manufactured Stone Veneer
1. ASTM A 123, for galvanizing steel and iron products.
2. ASTM A 153/A 153M, for galvanizing steel and iron hardware.
1. Sto Bonding Agent--acrylic admixture for StoPowerwall® Stucco.
B. Stucco Thickness: General
Section 04700
A. Galvanizing: Hot-dip galvanize items as indicated to comply with applicable standard listed below:
C. Stucco Admixture (optional)
PERFORMANCE
DIVISION 04 - MASONRY (See Civil, Landscape and Structural Plans)
2.14 STEEL AND IRON FINISHES
METALS, GENERAL
2.2 FERROUS METALS
C. Underwriters Laboratories (UL): UL Listed.
See Civil, Landscape and Structural Plans
B. Finish metal fabrications after assembly.
A. Metal Surfaces, General: For metal fabrications exposed to view in the completed Work, provide materials with smooth, flat
surfaces without blemishes. Do not use materials with exposed pitting, seam marks, roller marks, rolled trade names, or
roughness.
A. StoPowerwall® Stucco - factory proportioned, fiber reinforced portland cement based stucco for trowel or pump application,
field mixed with graded sand (ASTM C 897) and water.
DIVISION 03 - CONCRETE
A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and
designating finishes.
B. Clean, well graded sand free of deleterious materials in compliance with ASTM C 897.
2.9
Section 02361
Termite Control
See Civil and Landscape Plans
2.13 FINISHES, GENERAL
JOB MIXED INGREDIENTS
A. Water--clean and potable.
DIVISION 02 - SITE WORK
1. Exterior.
2. Interior, where indicated.
A. Coordinate installation of anchorages for metal fabrications. 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.
1. PVC plastic in compliance with ASTM D 1784, cell classification 13244C.
2. Zinc in compliance with ASTM B 69.
3. Galvanized metal in compliance with ASTM A 653 with G60 coating.
E. Section 07920 - Joint Sealants: Sealers for treating gaps and penetrations.
1.
2.
3.
4.
D. Fit rungs in centerline of side rails; plug-weld and grind smooth on outer rail faces.
RELATED DOCUMENTS
ADDITIONAL MATERIALS
TABLE OF CONTENTS
SECTION 06100
ROUGH CARPENTRY
DIVISION 08 - DOORS AND WINDOWS
C. Bar Rungs: 3/4-inch diameter steel bars, spaced 12 inches o.c.
E. Iron Oxide Pigments: ASTM C 979; Color: Owner Specified.
A. Manufactured Stone Veneer.
A. Submit under provisions of Section 01330.
1. Comply with ANSI A14.3, unless otherwise indicated.
A. This Section includes the following:
PART 1 - GENERAL
1.1 SECTION INCLUDES
1.5
A. General: Fabricate ladders for locations shown, with dimensions, spacings, details, and anchorages as indicated.
PART 1 - GENERAL
A. StoDraInScreen - nominal ¼” (6 mm) tangled filament nylon core drainage mat with fabric facing.
B. Design Qualifications: Total wall system will be designed to withstand wind, seismic and structural loading as required by all
code bodies having jurisdiction.
2.8 STEEL LADDERS
B. Siderails: Continuous, 3/8-by-2-1/2-inch steel flat bars, with eased edges, spaced 16 inches apart.
2.5 DRAINAGE MAT
1.4
K. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners where possible. Use exposed
fasteners of type indicated or, if not indicated, Phillips flat-head (countersunk) screws or bolts. Locate joints where least
conspicuous.
SECTION 05500
METAL FABRICATIONS
1.2
E. Reapply soil treatment solution to areas disturbed by subsequent excavation, grading, landscaping, or other construction
activities following application.
1. ASTM C 39 - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens.
2. ASTM C 67 - Standard Test Methods for Sampling and Testing Brick and Structural Clay Tile.
3. ASTM C 177 - Standard Test Method for Steady-State Heat Flux Measurements and Thermal Transmission Properties by
Means of the Guarded-Hot-Plate Apparatus.
4. ASTM C 192 - Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory.
5. ASTM C 270 - Standard Specification for Mortar for Unit Masonry.
6. ASTM C 482 - Standard Test Method for Bond Strength of Ceramic Tile to Portland Cement.
7. ASTM D 226 - Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing.
8. Building Code Compliance: See Cover Sheet for applicable code reference.
J. Remove sharp or rough areas on exposed traffic surfaces.
D. Water: Clean and potable.
D. Post warning signs in areas of application.
A. American Concrete Institute (ACI).
Form exposed work true to line and level with accurate angles and surfaces and straight sharp edges.
C. Hydrated Lime: Complying with ASTM C 207:
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.
1.3
I.
A. Refer to structural drawings for additional information regarding metal fabrications
B. Avoid disturbance of treated soil after application. Keep off treated areas until completely dry.
B. Section 06100 - Rough Carpentry: Wall framing and blocking for stone veneer application.
1. Temperature Change (Range): 120 deg F, ambient; 180 deg F, material surfaces.
B. Mortar Aggregate: Complying with ASTM C 144, masonry sand.
A. Apply soil treatment at the label volume and rate for the maximum termiticide concentration allowed for each specific use,
according to the product's EPA-Registered Label.
1.2
H. Allow for thermal movement resulting from the following maximum change (range) in ambient and surface temperatures by
preventing buckling, opening up of joints, overstressing of components, failure of connections, and other detrimental effects.
Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss.
C. Touch-up, repair or replace damaged products before Substantial Completion.
1.1
SECTION 04700
MANUFACTURED STONE VENEER
G. Fabricate joints that will be exposed to weather in a manner to exclude water, or provide weep holes where water may
accumulate.
B. Protect installed products until completion of project. Clean prior to project closeout.
A. Portland Cement: Complying with ASTM C 150:
1. Type I or masonry cement (Type N)
2. Color : Gray base with brown dye packs as per Environmental Stone Works
1. Mix termiticide solution to a uniform consistency.
2. Apply to produce a continuous horizontal and vertical termiticidal barrier or treated zone around and under building
construction. Distribute the treatment evenly.
3. Slabs-on-Grade and Basement Slabs: 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.
4. Foundations: Adjacent soil including soil along entire inside perimeter of foundation walls, along both sides of interior
partition walls, around plumbing pipes and electric conduit penetrating slab, and around interior column footers, piers, and
chimney bases; and along entire outside perimeter, from grade to bottom of footing. Avoid soil washout around footings.
5. Crawlspaces: Soil under and adjacent to foundations. Treat adjacent areas including around entrance platform, porches,
and equipment bases. Apply overall treatment only where attached concrete platform and porches are on fill or ground.
6. Masonry: Treat voids.
7. Penetrations: At expansion joints, control joints, and areas where slabs will be penetrated.
F. Cut, reinforce, drill, and tap metal fabrications as indicated to receive finish hardware, screws, and similar items.
3.7 PROTECTION
A. Protect finished work from rain and work on either side of the wall during and for 48 hours following installation.
Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals.
Obtain fusion without undercut or overlap.
Remove welding flux immediately.
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.
E. Provide for anchorage of type indicated; coordinate with supporting structure. Fabricate and space anchoring devices to
secure metal fabrications rigidly in place and to support indicated loads.
2.3 MORTAR
PART 3 - EXECUTION
3.1
1.
2.
3.
4.
1. Lath Installation
a. Diamond Mesh Metal Lath
i. General--install metal lath with the long dimension at right angles to structural framing (horizontally on solid
substrates). Terminate lath at expansion joints. Do no install continuously beneath joints.
ii. Seams/Overlaps--overlap side seams minimum 1/2 inch (13 mm) and end seams minimum 1 inch (25 mm). Stagger
end seams. Overlap casing beads and expansion joints minimum 1 inch (25 mm) over narrow wing accessories,
minimum 2 inches (51 mm) over expanded flange accessories. Do not install lath continuously beneath expansion
joints.
iii. Attachment--fasten securely into solid substrates or through sheathing into structural framing at 7 inches (178 mm) on
center maximum vertically and 16 inches (406 mm) on center horizontally*. Wire tie at no more than 9 inches (225
mm) on center at: side laps, accessory overlaps, and where end laps occur between supports.
2. One Piece Expansion Joint Installation
a. Install one piece expansion joints over lath at through wall penetrations, for example, above and below doors and
windows. Install one piece expansion joints over lath every 144 ft2 (13 m2). Wire tie one piece expansion joints to
lath at no more than 7 inches (178 mm) on center. Seal adjoining pieces by embedding ends in sealant. Make certain
lath is DISCONTINUOUS at or beneath joints.
3. Inside and Outside Corners
a. Install corner lath at inside corners and corner bead at outside corners over lath. Attach through lath into solid
substrate or framing at no more than 7 inches (178 mm) on center with appropriate fasteners.
B. Substitutions: Not permitted, unless approved by Owner & Architect.
1.4
D. Weld corners and seams continuously to comply with the following:
3.6 LATH INSTALLATION
A. Acceptable Manufacturer: Environmental Stoneworks (“ESW”); www.estoneworks.com
PROJECT SPECIFICATION
C. Ease exposed edges to a radius of approximately 1/32 inch, unless otherwise indicated. Form bent-metal corners to smallest
radius possible without causing grain separation or otherwise impairing work.
SUBMITTALS
A. Product Data: For each product indicated, including EPA-Registered Label.
1.3
WARRANTY
A. At project close-out, provide to the Owner an executed copy of the manufacturer's standard limited warranty against defects in
manufacturing.
A. This Section includes soil treatment for termite control.
B. Shear and punch metals cleanly and accurately. Remove burrs.
A. Place drainage mat against the wall surface and unroll horizontally with the fabric facing out. Hammer-tack or staple into
sheathing with corrosion-resistant fasteners. Use as few fasteners as needed to hold it in place, starting from the bottom of
the wall at base flashing or weep screed and working up. Do not fasten through flashing. Shingle lap fabric at horizontal
courses. Shingle lap drainage mat over flashing at floor lines, decks, roof lines, window heads, and other areas where
flashing is required, to direct water to the exterior. Butt ends of rolls and vertical seams. Trim around windows, doors, vents,
or other penetrations through the wall. Do not install behind window nail flanges. Immediately follow installation of drainage
mat with stucco installation. Where stucco installation will not immediately follow installation of drainage mat, use
corrosion-resistant cap nails, cap staples, or cap screws every 16 inches (406 mm) on center along framing for more secure
attachment. Cover drainage mat with stucco within 30 days of installation.
A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for
optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.
PART 1 - GENERAL
1.1
PROJECT CONDITIONS
P (407) 661-9100
F (407) 661-9101
1.8
FLORIDA SE INC.
1000 DARDEN CENTER DRIVE
ORLANDO, FL 32837
SECTION 02361
TERMITE CONTROL
SHEET WATER-RESISTIVE BARRIER INSTALLATION
A. Install in compliance with the applicable building code requirements for building paper. Lap paper over foundation weep
screed attachment flange, floor line flashing, and window/door head flashings. Refer to Sto Details.
3.5 DRAINAGE MAT INSTALLATION
A. General: Install framing and supports to comply with requirements of items being supported, including manufacturers' written
instructions and requirements indicated on Shop Drawings, if any.
3.4
ADJUSTING AND CLEANING
A. Touchup Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas of shop paint, and
paint exposed areas with the same material as used for shop painting to comply with SSPC-PA 1 for touching up
shop-painted surfaces.
Drawing Title:
Architectural
Specifications
1. Apply by brush or spray to provide a minimum 2.0-mil dry film thickness.
2.6 RESERVED
2.7
FABRICATION, GENERAL
A. Shop Assembly: Preassemble items in shop to greatest extent possible to minimize field splicing and assembly.
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. Touchup Painting: Cleaning and touchup painting of field welds, bolted connections, and abraded areas of shop paint are
specified in Division 9 Section "Painting."
C. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair galvanizing to comply with
ASTM A 780.
AS-1