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SPECIFICATIONS
<br />DIVISION ONE - GENERAL REQUIREMENTS
<br />SECTION 01010 - SUMMARY OF THE WORK
<br />1. The work includes interior tenant buildout within an existing
<br />commercial building all in 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 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 />6. The contractor shall store all materials for construction and protect
<br />from rain, pilferage and damage. Contractor shall obtain insurance
<br />covering same.
<br />7. 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 />(No work in this division)
<br />DIVISION THREE - CONCRETE
<br />(No work in this division)
<br />DIVISION FOUR - MASONRY
<br />(No work in this division)
<br />DIVISION FIVE - METALS
<br />SECTION 06120 - 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 />S. 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.
<br />DIVISION SIX - WOOD AND PLASTICS
<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. Exterior wall insulation to be %" foil -faced rigid type
<br />(R-Max or equal).
<br />b. Interior wall sound insulation shall be 4" batt
<br />insulation.
<br />3. Comply with manufacturer's instructions for the 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 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 Coming 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 comers 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 comers. 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 />3. All interior walls / ceilings shall receive 1 coat of latex based primer
<br />followed by 2 finish coats of paint scheduled.
<br />4. All exterior painted surfaces shall receive 2 coats of paint scheduled.
<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 06200 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 15400 - 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 manufacturer's 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 as
<br />shown on the drawings for a complete and operable Air Conditioning
<br />system to provide Heating, Cooling and ventilation comfort in accordance
<br />with Ashrae Standards. Contractor to provide all ductwork, thermostat
<br />wiring, 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 64 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 insulation
<br />rating; #4 and larger shall have 75 degree C or higher insulation rating.
<br />All conductors #10 and smaller may be solid. #8 and larger shall be
<br />stranded. Non-metallic cables and service cords installed where
<br />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. )onnatti
<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 />® Jonnatti Architecture
<br />Incorporated 202.2
<br />ZEPHR
<br />RETAIL
<br />DEVELOPMENT
<br />DOC M
<br />SUITE 6603
<br />US HWY 301
<br />GALL BLVD
<br />ZEPHYRHILLS
<br />FLORIDA
<br />33542
<br />SPECIFICATIONS
<br />Drawn
<br />MAJ
<br />Check
<br />MAJ
<br />Date
<br />JAN 18, 2022
<br />Scale
<br />AS NOTED
<br />Job No
<br />ZEPHR RB
<br />F
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