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I I I 1 L' u. 11 1
<br />SPECIFICATIONS
<br />DIVISION ONE - GENERAL REQUIREMENTS
<br />SECTION 01010 - SUMMARY OF THE WORK
<br />1. The work includes new construction of a commercial building all in
<br />accordance with the Contract Documents.
<br />2. The performance of all construction under this contract shall conform
<br />to all applicable local codes and ordinances and the Federal
<br />Occupational Safety and Health Standard.
<br />3. The Contractor must exercise proper precaution to verify figures shown
<br />on the drawings and must notify the Architect if discrepancies are found.
<br />4. Mechanical, Plumbing and Electrical drawings are diagrammatical.
<br />Contractor to furnish and install all items necessary for a complete,
<br />first-class installation or that are essential for proper operation of work
<br />indicated.
<br />5. All work on this project shall conform to the requirements of the
<br />"General Conditions of the Contract for Construction", AIA Document
<br />A201 and are hereby made a part of these specifications as if bound
<br />herein and shall apply to all divisions as though copies in each.
<br />6. All materials to be incorporated into the project shall be new. If
<br />required, the contractor shall furnish satisfactory evidence as to kind
<br />and quality and meet all specification standard and requirements.
<br />7. The contractor shall store all materials for construction and protect
<br />from rain, pilferage and damage. Contractor shall obtain insurance
<br />covering same.
<br />SECTION 01340 - SHOP DRAWINGS AND SAMPLES
<br />1. Contractor to provide Architect shop drawings for approval prior to
<br />ordering and fabrication of the following:
<br />a. Pre Engineered wood trusses
<br />2. Verification of field measurements or conditions shall remain the
<br />responsibility of the Contractor.
<br />SECTION 01720 - PROJECT RECORD DOCUMENTS
<br />1. Maintain at the job site one copy of all Contract Drawings and Project
<br />Manual. Clearly mark the Drawings as "Project Record Copy"; maintain
<br />in good condition, available at all times for inspection by the Architect. Do
<br />not use for construction.
<br />2. Mark up the most appropriate Document to show:
<br />a. Significant changes made during the construction process.
<br />b. Significant detail not shown in the original Contract
<br />Documents.
<br />3. Keep Project -Record Documents current. Do not permanently conceal
<br />any work until the required information has been recorded.
<br />4. Use red line on all documents. In marking the Drawings use the same
<br />symbols, legends, etc. as used on the Drawings to identify like material,
<br />piping, etc.
<br />5. Submit Project Record Documents to the Architect upon completion
<br />of the Project and prior to final payment.
<br />DIVISION TWO - SITEWORK
<br />SECTION 02210 - BUILDING SITE EARTHWORK
<br />1. Perform work in compliance with applicable requirements of
<br />governing authorities having jurisdiction.
<br />2. Employ, at Contractor's expense, a testing laboratory acceptable to
<br />Architect to perform soil testing and inspection service for testing
<br />suitability of footing subgrades and density of building slab subgrade.
<br />3. Submit 1 copy of all test reports directly to the Architect from the Testing
<br />and Inspection Service, with copy to the Contractor.
<br />a. Test reports on borrow material.
<br />b. Field density test reports.
<br />C. One optimum moisture -maximum density curve for each
<br />type of soil encountered.
<br />d. Verification of suitability of footing subgrades.
<br />4. Provide acceptable soil materials for backfill and fill. Provide
<br />relatively clean sand free of clay, rock or gravel larger than 2" in any
<br />dimension, debris, waste, vegetable and other deleterious matter,
<br />and with no more than 10% of the total material passing the #200
<br />mesh sieve. Soil materials must be approved by the Testing and
<br />Inspection Service.
<br />5. Maintain the sides and slopes of excavations in a safe condition until
<br />completion of backfilling.
<br />6. Prevent surface water and subsurface or ground water from flowing
<br />into the excavations.
<br />7. Do not allow water to accumulate in excavations. Provide and maintain
<br />pumps, sumps, suction and discharge lines, and other
<br />dewatering system components necessary to convey the water away
<br />from excavations.
<br />8. Convey water removed from excavations and rain water to collecting or
<br />run-off areas. Do not use trench excavations for site utilities as
<br />temporary drainage ditches.
<br />9. Conform to the elevations and dimensions shown on the Drawings,
<br />within a tolerance of plus or minus 0.10 feet.
<br />10. In excavating for footings and foundations, take care not to disturb
<br />the bottom of the excavation. Excavate by hand to final grade just
<br />before concrete reinforcement is placed. Trim bottoms to the required
<br />lines and grades to leave a solid base to receive concrete.
<br />11. Control soil compaction during fill and backfill for compliance with the
<br />percentage of density specified for each area classification.
<br />12. Percentage of maximum density requirements: Compact soil to not less
<br />than the following percentages of maximum density for soils which
<br />exhibit a well-defined moisture density relationship determined in
<br />accordance with ASTM D 1557 (Modified Proctor Density).
<br />a. Building Slabs: 95% maximum density.
<br />b. Trenches: 95% maximum density.
<br />13. Place backfill and fill materials in layers not more than 12" in loose
<br />depth for material compacted by heavy compaction equipment, and
<br />not more than 4" in loose depth for material compacted by hand -
<br />operated tampers.
<br />14. Before compaction, moisten each layer as necessary to provide the
<br />optimum moisture content. Compact each layer to the required
<br />percentage of maximum dry density for each area classification.
<br />15. Care shall be taken to insure that all backfill around foundation
<br />excavations and in service line trenches beneath slabs -on -grade is
<br />properly placed and compacted.
<br />SECTION 02280 - SOIL TREATMENT
<br />1. Provide soil treatment for termite control as herein specified.
<br />2. Use an emulsible concentrate insecticide for dilution with water, specially
<br />formulated to prevent infestation by termites. Fuel oil will not be
<br />permitted as a diluent. Provide a working solution of one of the following
<br />chemical elements and concentrations:
<br />a. Chloropyrifos ("Dursban-TC"); 1.0% in water emulsion.
<br />b. Permathrin ("Dragnet", "Torpedo"); 0.5% in water
<br />emulsion.
<br />3. Other solutions may be used as recommended by Applicator and if
<br />acceptable to local governing authorities. Use only soil treatment
<br />solutions which are not injurious to planting.
<br />4. Remove foreign matter which could decrease effectiveness of
<br />treatment on areas to be treated. Loosen, rake and level soil to be
<br />treated, except previously compacted areas under slabs and
<br />foundations.
<br />5. Apply soil treatment solution at following minimum rate:
<br />a. Within building area, with or without slabs -on -grade, at rate
<br />of one gallon per 10 square feet.
<br />b. Outside building perimeter, under aprons, pads, or paved
<br />extensions, at rate of one gallon per 5 square feet.
<br />C. At hollow masonry foundations treat voids at rate of one
<br />gallon per 5 lineal feet, poured directly into hollow spaces.
<br />d. At control joints, along both sides of foundation walls and
<br />areas where slab will be penetrated, at rate of 2 gallons
<br />per 5 lineal feet of penetration.
<br />6. Allow drying time after application of not less than 12 hours before
<br />beginning concrete placement or other construction activities.
<br />7. Post signs in areas of application warning workers that soil poisoning
<br />has been applied. Remove signs when areas are covered by other
<br />construction.
<br />8. Reapply soil treatment solution to areas disturbed by subsequent
<br />excavation or other construction activities following application.
<br />DIVISION THREE - CONCRETE
<br />SECTION 03310 - CONCRETE WORK
<br />1. All concrete work shall be performed in accordance with the
<br />"Specifications for Structural Concrete for Building" (ACI 301)
<br />2. Reinforcing steel shall be domestic steel conforming to ASTM A615
<br />grade 60. Welded wire fabric shall conform to ASTM A185.
<br />3. All concrete shall be ready -mixed concrete in accordance with ASTM C94
<br />4. Portland cement to be ASTM C 150, Type 1
<br />5. Non -shrink grout to be CRD-C 621 factory premixed, Type D,
<br />nonmetallic grout.
<br />6. Proportion and design mixes to result in concrete slump at point of
<br />placement of 4" (plus or minus 1 inch). Design mix to be 3000 psi
<br />minimum 28-day compressive strength, 470 Ibs cement per cubic
<br />yard minimum.
<br />7. No admixtures shall be provided without prior approval of the
<br />Architect.
<br />8. Provide curing in accordance with ACI 301 procedures
<br />DIVISION FOUR - MASONRY
<br />(No work in this division)
<br />DIVISION FIVE - METALS
<br />SECTION 05120 - STRUCTURAL STEEL
<br />1. Comply with AISC "Code of Standard Practice for Steel Buildings
<br />and Bridges", AISC "Specifications for the Design, Fabrication, and
<br />Erection of Structural Steel for Buildings", AISC "Specifications for
<br />Structural Joints using ASTM A-325 or A-490 Bolts" and the AWS
<br />D1.1 "Structural Welding Code".
<br />2. Qualify welding processes and Welding operators in accordance with
<br />the AWS "Standard Qualifications Procedure"
<br />3. Submit shop drawings showing complete details and schedules for
<br />fabrication and assembly of members.
<br />4. Steel product specifications are as follows:
<br />a. Structural steel shapes, plates and bars to be ASTM A-36.
<br />b. Cold formed steel tubing to be ASTM A-500 Grade B
<br />C. Hot formed steel tubing to be ASTM A-501
<br />d. Anchor bolts to be ASTM A-307 non -threaded type (unless
<br />otherwise indicated)
<br />e. High strength fasteners to be hexagonal structural bolts
<br />(medium carbon steel) as per ASTM A-325.
<br />5. Provide welding electrodes as per AWS code.
<br />6. Shrink -resistant grout to be nonmetallic as manufactured by Burke
<br />Company, US Grout Corp. or equal.
<br />7. Splices in structural members shall not be permitted without prior
<br />approval.
<br />8. Shop paint structural steel work except for portions of members to be
<br />embedded in concrete or which are to be welded or bolted with friction
<br />type connectors.
<br />SECTION 05400 - METAL STUDS
<br />1. Provide "C" shaped cold -formed metal studs as manufactured by
<br />U.S. Gypsum or equal. Provide manufacturer's recommended size,
<br />gage and type for height and spacing, condition and application shown
<br />on the drawings.
<br />2. 16 gage and heavier units to be fabricated of ASTM A 446 sheet steel.
<br />3. 18 gage and lighter units to be fabricated of ASTM A 446, A 570, or
<br />611 sheet steel.
<br />4. Provide runner tracks secured at a maximum of 16" on center. Provide
<br />fasteners at ends and corners of tracks.
<br />5. Frame openings larger than 2'-0" square with double stud at each
<br />jamb of frame. Install runner tracks and jack studs above and below
<br />openings. Install horizontal stiffeners in stud system at not more than
<br />4'-6" on center. Weld at each intersection.
<br />DIVISION SIX - WOOD AND PLASTICS
<br />SECTION 06192 - PREFABRICATED WOOD TRUSSES
<br />1. Prefabricated wood trusses include planar structural units consisting of
<br />metal plate connected members which are fabricated from dimension
<br />lumber and which have been cut and assembled prior to delivery to the
<br />job site.
<br />2. Comply with application requirements and recommendations of the
<br />following Truss Plate Institute (TPI) publications.
<br />a. "Design Specification for Metal Plate Connected Wood
<br />Trusses".
<br />b. "Commentary and Recommendations for Handling and
<br />Erecting Wood Trusses".
<br />C. "Commentary and Recommendations for Bracing Wood
<br />Trusses".
<br />d. "Quality Control Manual".
<br />3. Comply with applicable requirements of "National Design Specification for
<br />Wood Construction" published by N.F.P.A.
<br />4. Comply with PS 20 and with applicable rules of the respective grading
<br />inspecting agencies for species and grade of lumber indicated.
<br />5. Provide truss connector plates manufactured by a firm which is a member
<br />of TPI and which complies with TPI quality control procedures for
<br />manufacture of connector plates published in TPI "Quality Control
<br />Manual".
<br />6. Submit shop drawings showing species, sizes and stress grades of
<br />lumber to be used; pitch, span, camber, configuration and spacing for
<br />each type of truss required; type, size, material, finish, design value, and
<br />location of metal connector plates; and bearing and anchorage details.
<br />a. Provide shop drawings which have been signed and stamped
<br />by structural engineer licensed to practice in the State the
<br />project is located.
<br />7. Handle and store trusses with care, and in accordance with
<br />manufacturer's Instructions and TPI recommendations to avoid damage
<br />from bending, overturning or other cause for which truss is not designed
<br />to resist or endure.
<br />8. Products:
<br />a. Factory mark each piece of lumber with type, grade, mill and
<br />grading agency.
<br />b. Nominal sizes are indicated, except as shown by detail
<br />dimensions. Provide actual sizes as required by PS 20, for
<br />dressed lumber, S4S, unless otherwise indicated.
<br />C. Provide seasoned lumber with maximum moisture content at
<br />time of dressing of 15%.
<br />d. Lumber species: Southern Pine, graded by SPIB.
<br />e. Lumber Grade: For species indicated, provide the following
<br />stress -rated grade: "Selected Structural".
<br />9. Metal Connector Plates, Fasteners and Anchorage's:
<br />a. Connector plate material: Metal complying with following
<br />requirements, unless otherwise indicated; not less than "0.036"
<br />thick, coated thickness.
<br />b. Galvanized sheet steel: ASTM A 446, Grade A, Coating
<br />G60.
<br />C. Fasteners and anchorages: Provide size, type, material and
<br />finish indicated, complying with applicable Federal
<br />Specifications for nails, screws, bolts, nuts and washers and
<br />anchoring devices.
<br />10. Erect and brace trusses to comply with recommendations of
<br />manufacturer and the Truss Plate Institute.
<br />11. Erect trusses with plane of truss webs vertical (plumb) and parallel to
<br />each other, located accurately at design spacing indicated.
<br />12. Hoist units in place by means of lifting equipment suited to sizes and
<br />types of trusses required, applied at designated lift points as
<br />recommended by fabricator, exercising care not to damage truss
<br />members or joints by out -of -plane bending or other causes.
<br />13. Provide temporary bracing as required to maintain trusses plumb, parallel
<br />and in location indicated, until permanent bracing is installed.
<br />14. Anchor trusses securely at all bearing points to comply with methods and
<br />details indicated.
<br />15. Install permanent bracing and related components to enable trusses to
<br />maintain design spacing, withstand live and dead loads including lateral
<br />loads, and to comply with other indicated requirements.
<br />16. Do not cut or remove truss members.
<br />SECTION 06200 - ROUGH CARPENTRY
<br />1. Provide labor and materials for all wood grounds, nailers, blocking,
<br />framing, wood furring, etc.
<br />2. Comply with the following wood product quality standards:
<br />a. Lumber standards - PS 20
<br />b. Plywood standards - PS 1 / ANSI - A199.1 and APA
<br />3. Nominal sizes of lumber are indicated, except as shown by detail
<br />dimensions.
<br />4. Provide dressed lumber, S4S unless otherwise indicated, seasoned
<br />lumber with 19% maximum moisture content at time of dressing.
<br />5. Provide exterior or interior grade plywood as required by field
<br />application. Provide 18 gage hurricane clips (Heckman or equal)
<br />6. All wood exposed to weather or in contact with masonry shall be
<br />pressure treated in accordance with AWPB LP-2.
<br />7. Furring for gypsum drywall, unless otherwise indicated, provide 1" x 2"
<br />furring at 16" on center vertically.
<br />DIVISION SEVEN - THERMAL AND MOISTURE PROTECTION
<br />SECTION 7200 - INSULATION
<br />1. Extent of insulation work is shown on drawings, by generic name or by
<br />abbreviation.
<br />2. Insulation to be as follows:
<br />A. Wall insulation to be FiFoil VR Plus Shield (or equal) R-7.1
<br />insulation.
<br />B. Roof insulation to be 3" spray polyurethane foam insulation
<br />(SPF) closed cell type, minimum R-6.0/per inch.
<br />3. Comply with manufacturer's instructions for particular conditions of
<br />installation in each case. If printed instructions are not available or
<br />do not apply to project conditions, consult manufacturer's technical
<br />representative for specific recommendations before proceeding with
<br />work.
<br />4. Extend insulation full thickness as shown over entire area to be
<br />insulated. Cut and fit tightly around obstructions, and fill voids with
<br />insulation. Remove projections which interfere with placement.
<br />SECTION 07540 - TPO ROOFING
<br />1. Provide a smooth type, polyester scrim reinforced thermoplastic
<br />polyolefin membrane, for use as a single ply roofing membrane.
<br />2. Product shall meet or exceed the minimum requirements of ASTM D-
<br />6878. UL Listed, FM Approved, Dade County Product Approval, Florida
<br />Building Code Approved.
<br />3. Provide an EverGuard® Extreme TPO; EverGuard® Extreme TPO Fleece -
<br />Back Membrane with a thickness of 60mil.
<br />4. Use manufacturer's recommended mechanical fasteners and flashing
<br />materials.
<br />5. Install system per manufacturer's printed instructions.
<br />SECTION 07600 - FLASHING AND SHEET METAL
<br />1. Provide aluminum ASTM B 209, alloy 3003, 20 gage flashing as shown
<br />and as required by conventional practice.
<br />2. Shop fabricate work to the greatest extent possible. Shop fabricate
<br />ALL corners, T's, ends and interfaces. Fabricate non-moving seams
<br />in sheet metal with flat lock seams.
<br />3. For steel flashing, tin edges to be seamed, form seams, rivet and
<br />solder. Form aluminum seams with epoxy seam sealer, rivet joints
<br />for additional strength as required.
<br />4. Where aluminum is to be installed directly on cementatious or wood
<br />substrates, install a course of paper slip sheet and a course of
<br />polyethylene underlayment.
<br />SECTION 07900 - JOINT SEALERS
<br />1. Provide elastomeric sealants to seal and make watertight all exterior
<br />joints as required.
<br />2. Provide caulking compound to fill or close interior joints where
<br />expansion and contraction are of no consideration and where
<br />appearance is of primary importance.
<br />3. Caulking compound shall be architectural grade non -shrink elastic
<br />caulking compound conforming to federal specifications TT-C-598.
<br />4. Sealants shall be one of the following types:
<br />Manufacturer Masonry and Concrete All other areas
<br />G.E. Silprup 1200
<br />Dow Corning 790 786
<br />PRC - 500
<br />5. Color of caulking compound and sealants shall match adjacent surfaces
<br />where not painted.
<br />DIVISION EIGHT - DOORS AND WINDOWS
<br />SECTION 08100 - DOORS AND WINDOWS
<br />1. Provide doors and windows as indicated on the drawings and as
<br />scheduled. Conform to all manufs installation requirements.
<br />DIVISION NINE - FINISHES
<br />SECTION 09250 - GYPSUM DRYWALL
<br />1. Gypsum wallboard products:
<br />a. Standard gypsum wallboard shall be 48" wide with tapered
<br />edges, 5/8" thick and shall conform to ASTM C-36
<br />b. Water resistant gypsum wallboard shall be self furring 48"
<br />wide sheets, 5/8" thick and conform to ASTM C-36.
<br />2. Products and metal accessories:
<br />a. Corner beads and casing beads shall be standard
<br />galvanized steel section and manufactured for use with
<br />drywall construction.
<br />b. Nails shall be annular ring nails conforming to ASTM C-
<br />380.
<br />C. Screws shall be self -drilling, corrosion resistant screws
<br />with Phillip heads.
<br />3. The gypsum wallboard shall be installed by an approved,
<br />experienced drywall applicator normally engaged in this trade.
<br />4. Water resistant gypsum wallboard shall be applied to walls in toilets
<br />5. Gypsum wallboard of maximum practical length shall be used so that
<br />an absolute minimum number of end joints occur. Boards shall be
<br />brought into contact with each other but shall not be forced into place.
<br />gypsum board joints at openings shall be located so that no end joint will
<br />align with edges of openings. All end joints shall be staggered.
<br />6. Apply gypsum board with the length at right angles to the supporting
<br />members. Center abutting ends or edges over supports.
<br />7. Fasteners shall be spaced not less than 1/8" from ends and edges of
<br />wallboard. Wallboard shall be held in firm contact with support slightly
<br />below the surface of the wallboard with care being taken while fasteners
<br />are being placed. Heads shall be dimpled to break the paper face.
<br />8. Apply gypsum board with fasteners spaced 12" on center in the field
<br />and 8" on center along vertical edges.
<br />9. All joints, internal angles, dimpled corners and edges shall be
<br />reinforced and finished using the 3-coat system. Allow 24 hours for
<br />drying time between applications of cement. Sand the cement after
<br />each coat is dry to a smooth surface effectively concealing the joints
<br />or fasteners.
<br />10. Joint treatment products shall be fiber reinforced tape and ready mixed
<br />joint compound and toppings compound as recommended by the gypsum
<br />board manufacturer.
<br />11. Comer beads shall be applied to all external corners. Casing beads
<br />shall be applied around all wall or ceiling openings.
<br />12. All materials shall be delivered to the job site in unbroken manufs
<br />containers and shall be properly stored and protected from the
<br />elements until use.
<br />SECTION 09900 - PAINTING
<br />1. Paint all exposed surfaces unless otherwise indicated. All paints shall be
<br />first -line, premium quality as manufactured by Sherwin Williams.
<br />2. Refer to drawings for painting schedule.
<br />SECTION 10800 - TOILET ACCESSORIES
<br />1. The extent of each type of toilet accessory is shown on the drawings
<br />and schedules, and as described in these specifications.
<br />2. Deliver accessories to the job in protective cartons; store in a safe
<br />place protected against damage.
<br />3. Coordinate with Section 06100 Rough Carpentry for the accurate
<br />location of all wood blocking required for the anchoring of toilet room
<br />accessories.
<br />4 Installer must examine the areas and conditions under which
<br />accessories are to be installed and notify the Contractor in writing of
<br />conditions detrimental to the proper and timely completion of the work.
<br />Do not proceed with the work until unsatisfactory conditions have been
<br />corrected in a manner acceptable to the Installer.
<br />5 Provide anchors, bolts, and other necessary anchorages, and attach
<br />accessories securely to walls and partitions in locations as shown.
<br />6 Install concealed mounting devices and fasteners where possible,
<br />fabricated of the same material as the accessories, or of galvanized
<br />steel, as recommended by manufacturer.
<br />7 Secure accessories to adjacent walls and partitions complying with the
<br />manufs instructions for each item and each type of substrate.
<br />8 Mount all accessories in handicap accessible toilet rooms as required
<br />by all applicable codes.
<br />DIVISION TEN - SPECIALTIES
<br />(No work in this division)
<br />DIVISION ELEVEN -EQUIPMENT
<br />(No work in this division)
<br />DIVISION TWELVE - FURNISHINGS
<br />(No work in this division)
<br />DIVISION THIRTEEN - SPECIAL CONSTRUCTION
<br />(No work in this division)
<br />DIVISION FOURTEEN - CONVEYING SYSTEMS
<br />((No work in this division)
<br />DIVISION FIFTEEN - MECHANICAL
<br />SECTION 16400 - PLUMBING
<br />1. All plumbing materials, fixtures and installation shall comply with all
<br />requirements of the Florida State Board of Health's Sanitary Code,
<br />the Florida Building Code and the Florida Plumbing Code.
<br />2. The work consists of cold water supply piping, soil waste and vent
<br />piping, plumbing fixtures and trim, flashings for roof penetrations,
<br />and connections of equipment supplied by others.
<br />3. All materials shall be new and shall bear underwriters' label, where
<br />applicable.
<br />4. All work shall be performed by a licensed plumbing contractor, in a
<br />first-class workmanlike manner. The completed system shall be fully
<br />operative and acceptance by engineer or architect must be a
<br />condition of the subcontract.
<br />5. All work shall be coordinated with other trades, to avoid interference
<br />with the progress of construction.
<br />6. Verify locations, size, elevations and materials and present state of
<br />all existing utilities, prior to beginning construction. Advise Owner of
<br />any discrepancies.
<br />7. Water piping to be Type 'L' copper, with wrought solder fittings, except
<br />where noted otherwise.
<br />8. Soil, waste and vent piping to be schedule 40 PVC, together with
<br />schedule 40 PVC fittings. Fittings on waste lines to be drainage pattern.
<br />All joints to be made with approved cement applied in strict accordance
<br />with the manufacturers' published instructions.
<br />9. Install readily accessible gate valves in all branch water lines serving
<br />any room having plumbing fixtures. All fixtures must be provided
<br />with readily accessible stops.
<br />10. Where dissimilar metals are to be joined, approved insulating unions
<br />shall be used.
<br />11. Contractor shall guarantee all materials and workmanship free from
<br />defects, for a period of not less than one (1) year, from date of
<br />acceptance.
<br />SECTION 15500 - HEATING, VENTILATION AND AIR CONDITIONING
<br />1. HVAC Contractor shall install HVAC units, diffusers and ductwork for
<br />a complete and operable Air Conditioning system to provide Heating,
<br />Cooling and ventilation comfort in accordance with Ashrae
<br />Standards. Contractor to provide all ductwork, thermostat wiring,
<br />electrical hookup etc. to provide a fully operational system.
<br />2. Drawings are diagrammatic. Do not scale the drawings for the exact
<br />location of equipment, piping, ductwork, etc.
<br />3. These drawings are not intended to show every minor detail. The
<br />Contractor shall furnish and install all items required for a complete,
<br />acceptable working installation.
<br />4. All work shall be performed by a licensed Contractor, in a First -Class
<br />workmanlike manner. The completed system shall be fully operative
<br />and acceptance by Owner is a condition of the Sub -contract.
<br />5. All work shall be coordinated with other trades, to avoid interference
<br />with the progress of construction.
<br />6. All workmanship and materials shall be in strict accordance with
<br />applicable National, State and Local Codes, Rules and Ordinances.
<br />7. All materials shall be new and shall bear underwriters' label, where
<br />applicable.
<br />8. Ductwork below roof to be spiral metal type as indicated on the
<br />drawings. Fabricate and install in strict accordance with the
<br />manufacturers' instructions.
<br />9. Air distribution accessories shall be of aluminum with volume controls as
<br />manufactured by 'Metalaire', or approved equal, unless shown or
<br />scheduled otherwise. All grille finishes to be white.
<br />10. All elbows must be furnished with approved turning vanes.
<br />11. Branch takeoffs must be provided with approved, adjustable,
<br />accessible air extractors.
<br />13. Filters to be throw -away type, unless noted otherwise. Locate in air
<br />handler and/or at return grille.
<br />14. Furnish and install all temperature controls under this contract,
<br />including humidity controls, where applicable.
<br />15. Mount thermostats 5'-6' above floor, unless otherwise noted.
<br />16. Install firestats in units over 2000 CFM
<br />17. Provide all required roof openings, additional steel reinforcing, roof
<br />curbs and flashing at new rooftop unit locations as required.
<br />18. Contractor shall guarantee all materials and workmanship free from
<br />defects, for a period of not less than one (1) year from date of
<br />acceptance, unless noted otherwise.
<br />DIVISION SIXTEEN - ELECTRICAL
<br />1. Comply with the requirements of the latest edition of the National
<br />Electrical Code, and applicable rules and regulations of Local and
<br />State Laws and Ordinances.
<br />2. Do not scale the drawings. Refer to Architectural Plans and
<br />Elevations for locations of equipment. Confirm exact location from
<br />approved shop drawings with Owner. It is not the intent of these plans to
<br />show every minor detail of construction. Any discrepancies shall be
<br />called to Architect's attention. The Contractor is expected to furnish and
<br />install all items for a complete electrical system and provide all
<br />requirements necessary for equipment to be placed in acceptable, proper
<br />working order.
<br />3. The electrical installation shall meet all standard requirements of local
<br />Utility Company. Verify service requirements, current characteristics and
<br />transformer data, prior to commencing any work.
<br />4. All cutting and patching, excavation, compacting, backfill, etc., required
<br />for the electrical work shall be done by the electrical contractor.
<br />5. All materials shall be new and shall bear Underwriters' and Union
<br />Labels, where applicable.
<br />6. All work shall be coordinated with other trades to avoid interference
<br />with the progress of construction. The final locations of all
<br />equipment shall be verified with the Owner or his appointed Agent.
<br />7. All work shall be performed by a licensed Electrical Contractor, in a
<br />First -Class workmanlike manner. The completed system shall be
<br />fully operative and acceptance by Architect must be a condition of
<br />the Sub- Contract.
<br />8. Load data is based on information given Engineer at the time of design.
<br />Verify all equipment, panel sizes, protective devices and feeders before
<br />ordering. Obtain necessary data from the approved shop drawings of
<br />the various Subcontractors.
<br />9 The Electrical system shall be completely and effectively grounded,
<br />as required by the latest edition of the N.E.C.
<br />10. Install facilities for temporary power for construction, as required.
<br />Furnish and install all wiring for power and controls of all A/C systems
<br />and mechanical equipment. Wire starters and control devices furnished
<br />by others. Furnish and install all special systems as called for on the
<br />plans or specifications.
<br />11. Conductors shall be copper with 600 volt insulation, unless otherwise
<br />noted. #6 AWG and smaller may have 60 degree C or higher
<br />insulation rating; #4 and larger shall have 75 degree C or higher
<br />insulation rating. All conductors #10 and smaller may be solid. #8
<br />and larger shall be stranded. Non-metallic cables and service cords
<br />installed where permitted shall have an equipment grounding
<br />conductor within the cable assembly sized per N.E.C. No aluminum
<br />wire will be permitted
<br />END OF SPECIFICATIONS
<br />Revisions Date By
<br />Mark A. lonnatti
<br />Florida AR 0010778
<br />JONNATTI
<br />ARCHITECTURE
<br />INCORPORATED
<br />21021 US Highway 19 N
<br />Clearwater, Florida 33765
<br />(727) 725-ARCH
<br />(727) 725-2603 fx
<br />www.jarch.com
<br />info@jarch.com
<br />© lonnatti Architecture
<br />Incorporated 2021
<br />ZEPHR
<br />RETAIL
<br />DEVELOPMENT
<br />US HWY 301
<br />GALL BLVD
<br />ZEPHYRHILLS
<br />FLORIDA
<br />33542
<br />I SPECIFI CATIONS
<br />Drawn
<br />MAJ
<br />Check
<br />MAJ
<br />Date
<br />AUG 18, 2021
<br />AS NOTED
<br />LScale
<br />No
<br />ZEPHR RB
<br />Sheet: Oil
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