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PROJECT SPECIFICATIONS
<br />ARCHITECT'S PROJECT NUMBER: 27013
<br />DATE: MAY 30, 2008
<br />DIVISION 1 GENERAL REQUIREMENTS
<br />01010 SUMMARY OF WORK:
<br />The project is for the construction of a new branch bank containing approximately
<br />4,966 net square feet of air conditioned space. The facility has typical offices,
<br />conference and break rooms, vault and cupon booths, as well as four walk—up
<br />teller stations. There will also be three remote tellers plus a drive —up ATM all
<br />under roof. The construction is concrete block masonry and brick resting on
<br />conventional strip footings supporting pre—engineered wood roof trusses covered with
<br />laminated shingles.
<br />Project Location/Address: 37741 Eiland Blvd., Zephyrhills, Florida 33542
<br />DIVISION 2 SITE WORK (See Civil Engineering Drawings by Others)
<br />02281 TERMITE CONTROL:
<br />Provide soil treatment within and 5 feet beyond new building limits by a licensed
<br />pest control company, to comply with local jurisdiction.
<br />DIVISION 3 CONCRETE
<br />03001 CONCRETE:
<br />Concrete for reinforced masonry filled cells shall be 3,000 PSI.
<br />Welded Wire Fabric: Confrom to ASTM A-185. All reinforcing and accessories and
<br />be detailed and installed in accordance with ACI standard 315-80 and 3BR-80.
<br />Standards: Unless otherwise shown or specified, the work shall conform to the
<br />following standards of the American Concrete Institute.
<br />ACI 214, Recommended Practice for Evaluating Strength Tests Results of Concrete.
<br />ACI 318, Building Code Requirements for Reinforced Concrete.
<br />ACI 347, Recommended Practice for Concrete Formwork.
<br />ACI 305R, Hot Weather Curing
<br />ACI 304R, Guide for Measuring, Mixing, and Transportating and Placing Concrete.
<br />Materials: Portland Cement: ASTM C150, Type I.
<br />Aggregates: ASTM C33. Water: Clean, fresh, and potabl
<br />e. Air Content: 5% to 8%.
<br />Air Entrainment Admixture: ASTM C260. No other admixtures permitted.
<br />Re —steel bars: ASTM A615, grade 60 (grade 40 to stirrups and ties).
<br />Re —steel fabric: ASTM A185.
<br />Curing Compound: ASTM C309, type 1, class A, Sonneborn "Kure—N—Seal.
<br />Control Joint Filler: ASTM D1751, J&P (Tex Lite Fiber) or equal; 1/2" thick.
<br />Vapor Barrier: Polyethylene sheet, ASTM D2103, 6 mil thick, black color.
<br />Grout: "Master Flow 928" by Master Builders or equal.
<br />Concrete Mix: Ready Mixed per ASTM C94. Strength — building: 3,000psi at 28 days.
<br />Strength — exterior: (Exposed) 3,000 psi at 28 days.
<br />Slump: 5 inch max for general use; 3 inch max for flat work.
<br />Air Entrainment: 5% by volume, plus/minus 1%.
<br />Foundations and Footings: If footing elevation occurs in disturbed, unstable or
<br />unsuitable soil, the Architect/Engineer shall be notified and necessary adjustments
<br />shall be made per their instructions.
<br />Preparation of the subgrade shall be in strict accordance with the instructions
<br />outlined in the Geotechnical report from Hernasco Test Labarory, Inc. 6302 Behjomin
<br />Road, Tampa, Florida 33634 dated February 8, 2008.
<br />03346 FLOOR FINISH
<br />Interior Slabs: Float finish in accordance with ACI 301, the power trowel to produce
<br />a smooth surface relatively free of defects. Where floor tile occurs, provide a light
<br />broom finish to aid in bonding tile to slab.
<br />Exterior Slabs: Provide a light broom finish with tooled joints and 2 inch smooth
<br />troweled edge.
<br />DIVISION 4 MASONRY
<br />04200 CONCRETE UNIT MASONRY
<br />Design, Material and Workmanship: Shall be in accordance with the ACI 530/ACI
<br />530.1.
<br />Concrete Masonry Units: Nominal face dimensions of 8"x16" (laid in running bond
<br />unless otherwise noted) with a 1-1 /4" minimum face shall cured in a moisture
<br />controlled atmosphere to comply with ASTM C90, grade N, type 1.
<br />Mortar Above Grade: ASTM C270, Type S (1800 PSI at 28 days).
<br />Mortar Below Grade: ASTM C270, Type M (2500 PSI at 28 days).
<br />Portland Cement: ASTM C150, Type 1.
<br />Aggregates: ASTM C144, standard masonry type.
<br />Hydrated Lime: ASTM C207, type S.
<br />Water: clean and clear.
<br />Admixtures: not to be used unless approved.
<br />Reinforcing Bars: 60 ksi, yield grade; deformed billet steel bars, ASTM A615.
<br />Horizontal Reinforcement: Truss type, ASTM A82, hot dipped galvanized steel wire
<br />with 9 gauge side rails and cross rods installed not less than 16 inches vertical
<br />and 6 inch lap joints.
<br />Opening Reinforcement: Place horizontal joint reinforcement in the first and second
<br />bed joints, 8 inches apart immediately above lintels and below sills. Reinforcement
<br />in the second joint above or below openings shall extend two feet beyond the
<br />jambs.
<br />Mortar bed: Use a full mortar bed (face and webs covered) whey laying the first
<br />course of the foundation.
<br />Parge coat: Provide a minimum 3/8 inch coating (backplaster) on exterior side of
<br />concrete block.
<br />(NEW CONSTRUCTION)
<br />ZEPHYRHILLS OFFICE
<br />FLORIDA TRADITIONS BANK
<br />14033 8TH STREET
<br />DADE CITY, FLORIDA 33525
<br />04300 CLAY FACE BRICK
<br />Compressive Strength: 8,000 psi
<br />Type: FBS (provide end units)
<br />Grade: SW
<br />Absorption : 8.0 percent maximum.
<br />Saturation Coefficient:.078 average.
<br />Size: modular
<br />Color/texture: Red; smooth finish; light texture.
<br />Wall Ties: Hot dipped 9 ga. galvanized steel; adjustable, retangular or part masonry
<br />horizontal joint reinforcement; ASTM A123.
<br />DIVISION 5 METALS
<br />05400 COLD FORMED METAL FRAMING
<br />Framing Members: Corrosion resistant steel, corresponding to the requirements of
<br />ASTM A-446 with a minimum yield strength of 40 ksi for SJ and CS style studs,
<br />and 33 ski for CR runners (U.S.G. or rqual).
<br />Studs: All studs shall be hot dipped galvanized material; C—shaped with flange
<br />return lip; minimum 25 gauge
<br />Fastening: Self drilling screws of sufficient size, numbver, and spacing to develop
<br />full design capacity of the connected member in accordance with the manufacturer's
<br />recommendations. Wire tying of components is not permitted.
<br />Lateral Bracing: Provide lateral bracing with cold —formed channels spaced at four
<br />feet on center maximum and attach with screws.
<br />Temporary Bracing: Shall be provided where required unto erection is complete.
<br />05500 METAL FABRICATIONS (MISCELLANEOUS METALS)
<br />Rough connectors: Shall meet ASTM A36 with zinc chromate primer finish.
<br />Bolts, nuts, washers: ASTM A307
<br />DIVISION 6 WOOD & PLASTICS
<br />06100 CARPENTRY
<br />Stud Framing: 2x4 Souther Pine, No. 3 grade or approved equivalent, pressure
<br />treated where in contact with masonry or concrete. Provide dressed lumber, S4S,
<br />with a maximum moisture content of 19% unless otherwise noted. Members in
<br />contact with concrete, masonry, or roofing shall be preservative treated, AWPB LP-2.
<br />Roof Sheathing: APA rated, 32/16, 5/8' nominal, exposure 1.
<br />Wall Sheathing: APA rated, 32/16, 1/2" nominal, exposure 1.
<br />Plywood: Type 11, interior, plain face type A—C or A—D.
<br />Equipment Backing: Electrical and telephone backing shall be 3/4 inch
<br />fire —retardant treated plywood, ABA, C—D plugged.
<br />Nails, spikes, staples: Galvanized for exterior locations.
<br />Misc. Framing: Contractor shall provide miscellaneous framing for reinforcement and
<br />support as required.
<br />06193 PREFABRICATED WOOD TRUSSES
<br />Shop Drawings: Shall be signed and stamped by a structural engineer licensed to
<br />practice in Florida.
<br />Truss Design Standard: Design Specifications for Metal Plate Connected Wood
<br />Trusses published by Truss Plate Institute (TPI).
<br />Design Loading: To comply with State Code unless otherwise indicated, L/240
<br />maximum deflection.
<br />Lumber. Provide kiln —dried limber with 15% maximum moisture content at time of
<br />dressing.
<br />Lumber Species: Southern Pine.
<br />Lumber Grades: SPIB grade; Select Structural; SPIB grade: No. 2.
<br />Stress Rating: Fb = 1,400 psi.
<br />Ft = 825 psi.
<br />Fc = 975 psi.
<br />E = 1,600,000.
<br />Metal Connector Plates: Galvanized sheet steel, ANSI/ASTM A446, grade A, coating
<br />G60.
<br />06200 FINISH CARPENTRY
<br />Wood Trim (baseboards): Any western softwood species for standing or running
<br />trim; paint grade.
<br />Simulated Wood Trim (see schedule): High density polyurethane primed and ready
<br />for paint; moisture resistant, ASTM E-84 Class B.
<br />Fiberglass (FRP) columns, caps, bases: Non —load bearing fiberglass reinforced acrylic
<br />resin columns primed and ready for paint. Neopentyl isophtalic "gel coat' wtih UV
<br />stabilizers 18-25 mils thick; class I fire rated, ASTM E-84.
<br />Fasteners: Provide nails, screws, and other fasteners of the type, size, material and
<br />finish required for the application and complying with applicable codes,
<br />specifications, and manufacturer's recommendations.
<br />Joint Compound (urethane): Provide spackle joint compound, ready —mixed, vinyl
<br />tape.
<br />Adhesive (urethane): Use manufacturer recommended adhesive for product
<br />installation.
<br />Softwood Lumber: AWI quality standards; maximum moisture content 6 % exterior
<br />work. 10% for interior.
<br />06410 CUSTOM CASEWORK
<br />Exposed horizontal surfaces: GP-50
<br />Exposed vertical surfaces: GP-28.
<br />Semi —exposed surfaces: GP-28.
<br />Countertops (teller area, breakroom): 3CM 1.25 inch granite with beveled edge.
<br />Countertops and support (workroom): plastic laminate over grade M3 partical board.
<br />Base/Wall Cabinets (break room, teller area): 3/4 inch high density partical board.
<br />Doors and drawer fronts: 1/2' wood overlay with cheery veneer.
<br />Hardware: Full extension glides; US27 satin aluminum wire pulls.
<br />Shelving: 3/4 inch melamine board.
<br />DIVISION 7 THERMAL AND MOISTURE PROTECTION
<br />07190 VAPOR BARRIER
<br />Polyethylene vapor barrier: 6 mil, rated 0.1 perm or less.
<br />07210 BUILDING INSULATION
<br />Ceiling Insulation: Pre —formed glass fiber batt; unfaced blankets; per ASTM C665,
<br />type III; density not less than .5 lb per cubic foot for glass fiber units, K—value
<br />of 0.27; flame spread of 25 or less, ASTM EB4 (class A), 6 inch (R-19) unless
<br />otherwise noted.
<br />Interior Walls: Provide 3-1/2" sound attenuation batts where shown on the
<br />drawings.
<br />Masonry Wall Insulation: Reflective insulation and vapor barrier; inside layer .0005
<br />aluminum foil; outer layer 35 lb. kraft paper coated with polyethylene laminated to
<br />expanders that separate the paper from the foil creating a 3/8" reflective air
<br />space; ASTM C-236; A —Foil Vapor Shield Type AA-2 Perforated or qual; ASTM E-96,
<br />ASTM-84, ASTM D-3310.
<br />Roof Insulation: Reflective insulation and vapor barrier, inside layer .0005
<br />aluminum foil; outside layer .000285 aluminum foil laminated to 30 lb. natural
<br />kraft fire retarded paper with scrim reinforcement; mold and mildue resistant;
<br />Fi foil Radiant Sheild NT or equal; ASTM E 96, ASTM 84, ASTM D 3310.
<br />07311 ROOF SHINGLES
<br />Fiberglass Asphalt Shingles: Class A with Type I— self sealing with 5 inch exposure;
<br />ASTM D3161, ASTM 3018, ASTM 3462; passes UL 997 wind test; glass fiber mat
<br />base, mineral granule surface type dimensional shingle; stainguard; 40 year warranty
<br />with Smart Choice Protection; install with 6 nails for extra wind protection; GAF
<br />Timberline "Prestique Lifetime"; color "Slate" or equal.
<br />07600 ROOF FLASHING
<br />Standards: Perform work in accordance with the NRCA (National Roofing Contractors
<br />Association) — roofing manual.
<br />07620 SHEET METAL FLASHING & TRIM
<br />Zinc —coated Steel: Commercial quality with .20% copper, ASTM A526; G90
<br />hot —dipped galvanized, mill phosphatized for painting; 24 gage, except as otherwise
<br />indicated.
<br />Solder: For use with steel, provide 50-50 tin/lead solder, ASTM B32 with rosen flux.
<br />Roofing Cement: ASTM D2822, asphaltic. Sonneborn "NP1 ".
<br />Starnards: Perform all work in accordance with the NRC (National Roofing
<br />Contractors Association) roofing manual, latest edition.
<br />07631 GUTTERS AND DOWNSPOUTS
<br />Gutters: K—style 6 inch aluminum gutter, .032 aluminum; high gloss white
<br />Downspouts: 3"x4" .024 aluminum; high gloss white
<br />07920 SEALANTS & CAULKING
<br />Joint Filler: ASTM D1056, round closed cell polyethylene foam rod; oversized 30-50
<br />%; Polystyrene is unacceptable.
<br />Interior joints: Acrylic Emulsion latex, ASTM C920, single component, non —staining,
<br />non— bleeding.
<br />Exterior joints: Polyurethene Sealant, ASTM C290, single component chemical curing,
<br />self leveling.
<br />DIVISION 8 DOORS & WINDOWS
<br />08210 WOOD DOORS
<br />Manufacturer: Mosonite Corporation
<br />Interior: Solid core with wood grain hardboard skins, AWI custom grade with
<br />standard core construction; set in clear pine frame.
<br />Solid Core: NWWDA, Type glued block core.
<br />Hollow Core: NWWDA, Type celluar core including lock blocks,bands & rails.
<br />Vener: Custom grade hardboard primed for paint finish.
<br />08450 ENTRY DOOR SYSTEMS
<br />Non —exposed surfaces: cabinet liner.
<br />Shelf top: GP-28. Manufacturer Lawson Industries, Inc.
<br />Door Style: 2000 "La Porta" aluminum entry system; double doors with two
<br />sidelights and retangular running transom.
<br />Door Faces: Glazed aluminum extrusions.
<br />Frame:.078—.125 thick extruded 6063—T5 aluminum; tublar shape.
<br />Finish: ESP pain 1.0 mils thick; white.
<br />Glazing: Low—E insulated glass.
<br />Weatherstripping: Flexible virgin pvc bulb and polypropylene pile.
<br />Threshold: Outswinging handicapped aluminum.
<br />08520 Aluminum Windows
<br />Manufacturer: Lawson Industries, Inc.
<br />Model: Series; 6000.
<br />Frame: 6063-.T5 tempered aluminum extrusion; ASTM E547/E3311, E283.
<br />Mullion Bar: Tubular steel reinforcement bar; size as recommended by
<br />manufacturer.
<br />Finish: ESP Saint finish; white.
<br />Glazing: Low—E insulated glass.
<br />Grills: Rised profile removable grills.
<br />Screening: None
<br />Stools: 3/4" cl ar pine; painted
<br />08700: BUILDERS HARDWARE
<br />Hinges and p�vots: Full —mortise type; doors 1-3/8 inch thick — minimum 3-1/2
<br />inches high, doors 1-3/4 inches thick — minimum 4-1/2 inches high; Each door
<br />shall have not less that three hinges, Doors 8 feet and higher shall have four
<br />hinges. All butts used with door closers shall be ball bearing. All exterior door shall
<br />have ball bearing hinges. Approved manufacturers are Stanley, McKinney, Hager and
<br />Lawerence.
<br />Locksets: All knobs, escutcheons, locksets, cyclinders shall be the product of one
<br />manufacturer. Approved manufacturers are Schlage, Russwin, Yale and Sargent.
<br />Equip lock sets with 6—pin tumbler type lock cyclinders.
<br />Door Closers: Shall be full rack and pinion complete with back check. Springs
<br />shall be motor clock type. Manufactures shall be Russwin, Corbin, L.C.N., Norton or
<br />approved equal.
<br />Thresholds and Weatherstripping: Approved manufacturer is Pemko.
<br />Finish: All hardware to be US26D satin chromium plate unless otherwise noted.
<br />Keying: Provice a master key system designated by the Owner.
<br />Hardware Schedule: see door schedule.
<br />08800 GLAZING
<br />Flat Glass Materials: Standard annealed single —layer glazing; gray tined float
<br />glass type FG—A; single strength.
<br />Safety Glass: Heat strengthened fully tempered; clear type FG—B;
<br />conforming tc ANSI Z907.1; 1/4 inch thick minimum.
<br />Glazing CompDunt: Silicone sealant type GC —A; ASTM C920; Type S, Grade
<br />NS single component and chemical curing.
<br />Glazing Gasket: Resilient polyvinyl chloride extruded shape to suit glazing
<br />channel retaining slot.
<br />Glazing Clips: Manufacturer's standard.
<br />DIVISION 9 FINISHES
<br />09220 PORTLAND CEMENT PLASTER (STUCCO)
<br />Mix: Mix and proportion cememt plaster in accordance with PCA Stucco Manual and
<br />ANSI/ASTM C926.
<br />Metal Lath: USG junior diamond mesh, self furring, per ASTM C847.
<br />Roofing Felt: ASTM D226, No. 15, unperforated.
<br />Control/exparsion joint: USG No. 15, galvanized.
<br />Casing Bead: USG No. 66, galvanized expended flange.
<br />Portland Cement: ASTM C150, type 1, white.
<br />Aggregate: I STM C897, manufactured or natural sand, white.
<br />Lime: ASTM C207, type S, USG (mortaseal).
<br />Water. Potable.
<br />Mix —scratch coat: 1 bag cement, 3/4 bad lime, 5-6 cu ft sand.
<br />Mix —brown ccat: 1 bag cement, 1 bag lime, 6-7 cu ft sand.
<br />Mix —finish coat: 1 bag cement, 2 bag lime, 7-10 cu ft sand.
<br />09260 GYPSUM BOARD SYSTEMS
<br />Gypsum panels: ASTM C36, grade R, class 1, 1/2" USG SW panels with tapered
<br />edges.
<br />Gypsum panels: ASTM C36, grade R, class 1, 5/8" USG SW panels with tapered
<br />edges.
<br />Moisture type panels: ASTM C630; restroom walls bottom 48 inches.
<br />Fire rated: ASTM C36, grade R, class 1, 5/8" Type "x" USG SW panels with tapered
<br />edges.
<br />Joint Tape: 2 —1/16 inch wide, fiber; ASTM C475; USG perf—a—tape.
<br />Taping Compound: pre —mixed, vinyl based, ASTM C475, USG or equal.
<br />Corner Bead: 1-1/4" inch x 1/2" galvanized steel, USG #103.
<br />Control Joint: Equal to USG #093, galvanized.
<br />Installation: In accordance with finish standards ASTM C840, and GA 216.
<br />09300 TILE WORK
<br />Travertine: 24"x24' ivory with (honed) polished surface.
<br />Travertine Trim: Coordinate with sizes and coursing of adjoining flat tile; provide
<br />flat base (kick plate) at teller line; base with bevel top at toilet rooms (match
<br />height of wood base).
<br />Setting Material: Thin set mortar; high strength, acid resistant; ANSI A118.4 latex
<br />modified or per manufacturer's recommendations..
<br />Grout: AMSI A118.6 floor grout recommended by manufacturer/supplier; color to
<br />match floor covering.
<br />Sealant: Mildew resistant type.
<br />09510 ACOUSTICAL CEILINGS
<br />Panel Charastics: Claaa A and UL labeled; flamespread 25 or less; ASTM E84, NCR
<br />0.55-0.65.
<br />Panel Type: 24"x24"x5/8" beveled tegular edges, wet —formed mineral board; color
<br />white; Armstrong "Georgian" #1752.
<br />Suspension System: exposed, direct hung T—grid system per ASTM C635;
<br />electro—galvanized steel; white; Armstrong "Prelude" 15/16" exposed tee grid.
<br />Concealed grid members: Electro—galvanized.
<br />Hanger Wire: 12 gauge minimum, galvanized carbon steel wire, ASTM C635 table 1,
<br />direct hung.
<br />Structural Classification: intermediate duty.
<br />09680 CARPETING
<br />Indoor Carpet: Commercial grade, direct glue down, approx. 42oz., textured patterned
<br />level loop, solution dyed (SDN) 100% 6,6 nylon; BCF with unitary backing.
<br />Adhesive: Manufacturer's recommended standard floor spray.
<br />09900 PAINTING
<br />All products listed are manufactured by Benjamin Moore. Equivalent products may
<br />be substituted with Architect's approval. Color's to be selected by Owner/Architect.
<br />Ferrous Metal: (1) coat , universal metal primer M07-70, (1) coat acrylic gloss
<br />enamel M28.
<br />Interior Wood: (1) coat laytex primer #023, (1) coat high glass latex enamel #309.
<br />Interior urethane: (1) coat high gloss latex enamel #309.
<br />Interior Drywall: (1) coat interior latex primer #284, (1) coat eggshell latex wall
<br />paint #274.
<br />Roof fascia: (1) latex primer #023, (1) coats Moorecraft semi —gloss latex
<br />housepoint #170.
<br />Exterior Stucco Surfaces: (1) coat latex primer #023, (1) low luster latex paint
<br />#185. Contractor shall pressure clean all exterior wall surfaces and caulk all holes
<br />and gaps before painting.
<br />Exterior Urethane: (2) coats semi —glass latex #170.
<br />Exterior Metal: (2) coats Ironclad acrylic #363.
<br />DIVISION 10 SPECIALITIES
<br />10162 TOILET ACCESSORIES
<br />Manufacturer: Bobrick or equal; See "Restroom Accessories" schedule for required
<br />fixtures and mofel numbers.
<br />DIVISION 11 EQUIPMENT
<br />11400 KITCHEN SERVICE EQUIPMENT
<br />Refrigerator: Dual side by side under counter refrigerators each with opposite
<br />swings, front vented, designed to accept 3/4" wood door panel by others; GE
<br />"Monogram" ZIF1240—Pll (right hinged) and PLII (left hand).
<br />11600 BANK AND SECURITY EQUIPMENT
<br />Supplier: Premier Hamilton Security Services, 2634 Success Drive, Odessa, Florida
<br />33556. Equipment to be provided and installed by supplier. Contact Bill Kardos
<br />(727) 375-7201.
<br />11659: DATA AND COMMUNICATION EQUIPMENT
<br />Supplier: DataComm Networks Incorportated, 6801 North 54th Street, Tampa, Florida
<br />33610. Equipment provided and installed by supplier. Contact Brian Boyer (813)
<br />549-4955.
<br />DIVISION 12 FURNISHINGS
<br />12380 CUSTOMER SERVICE (CHECK WRITING) COUNTER
<br />Provided and installed by others.
<br />12512 WINDOW BLINDS
<br />Type and style: Horizontal faux wood blinds; 2" plantation style with cord tilt.
<br />Location: All exterior windows, and interior windows at (3) offices, workroom, and
<br />conference room.
<br />DRAWING INDEX
<br />SHEET NO.
<br />DESCRIPTION
<br />Al
<br />PROJECT DATA, DESIGN & WIND LOAD CRITERIA, SPECIFICATIONS
<br />A2
<br />FOUNDATION PLAN (BUILDING)
<br />A3
<br />FOUNDATION PLAN (DRIVE—THRU), SCHED, DETAILS, PROD. APPROVAL
<br />A4
<br />FLOOR PLAN (BUILDING)
<br />A5
<br />FLOOR PLAN (DRIVE—THRU), LEGEND, PORTICO ELEV., TRIM SCHED.
<br />A6
<br />DOOR, WINDOW, INTERIOR/EXTERIOR FINISH SCHEDULES
<br />A7
<br />EXTERIOR ELEVATIONS (SOUTH AND EAST)
<br />A8
<br />EXTERIOR ELEVATIONS (NORTH AND WEST)
<br />A9
<br />BUILDING CROSS AND LOGITUDINAL SECTIONS
<br />A10
<br />SECTIONS THRU PORTICO AND DRIVE—THRU COLUMNS
<br />All
<br />WALL SECTIONS, NAILING SCHED, GABLE DTL, DRIVE—THRU SECTION
<br />Al2
<br />ENLARGED TOILET PLANS, HANDICAPPED DETAILS, ROOF PLAN
<br />A13
<br />DOOR/WINDOW DETAILS, PARTITION SECTION, CURB DETAIL
<br />A14
<br />REFLECTED CEILING PLAN (BUILDING AND DRIVE—THRU)
<br />A15
<br />INTERIOR ELEVATIONS
<br />A16
<br />ROOF FRAMING PLAN (BUILDING)
<br />A17
<br />ROOF FRAMING PLAN (DRIVE—THRU), LINTEL & CONNECTOR SCHED.
<br />A18
<br />DOOR MANUFACTURER'S INSTALLATION DETAILS AND NOA
<br />A19
<br />WINDOW MANUFACTURER'S INSTALLATION DETAILS AND NOA
<br />A20
<br />DOOR/WINDOW MULLION MFG INSTALLATION DETIALS AND NOA
<br />A21
<br />LINTEL AND CONNECTOR MFG INSTALLATION DETAILS AND NOA
<br />A22
<br />ROOF AND UNDERLAYMENT MFG INSTALLATION DETAILS AND NOA
<br />E1
<br />ELECTRICAL LEGEND, FIXTURE SHEDULE, SPECIFICATIONS
<br />E2
<br />LIGHTING PLAN (BUILDING)
<br />E3
<br />LIGHTING & POWER PLANS (DRIVE—THRU)
<br />E4
<br />POWER PLAN (BUILDING)
<br />E5
<br />PANEL AND MECHANICAL SCHEDULES, RISER DIAGRAM
<br />ES1
<br />ELECTRICAL SITE PLAN
<br />M1
<br />MECHANICA PLAN
<br />M2
<br />MECHANICAL SCHEDULES, DETAILS, AND NOTES
<br />P1
<br />PLUMBING PLAN, FIXTURE SCHEDULES, AND NOTES
<br />11 PROJECT DATA 11
<br />FLORIDA STATUTES:
<br />FS 553 BUILDING CONSTRUCTION STANDARDS
<br />APPLICABLE BUILDING CODES:
<br />FLORIDA BUILDING CODE
<br />(2004 EDITION)
<br />FLORIDA BUILDING CODE — PLUMBING
<br />(2004 EDITION)
<br />FLORIDA BUILDING CODE — MECHANICAL
<br />(2004 EDITION)
<br />FLORIDA BUILDING CODE — FUEL GAS
<br />(2004 EDITION)
<br />NATIONAL ELECTRIC CODE
<br />(2002 EDITION)
<br />NFPA LIFE SAFETY CODE (101)
<br />(2003 EDITION)
<br />FLORIDA FIRE PREVENTION CODE
<br />(2004 EDITION)
<br />BUILDING OCCUPANCY: GROUP B (BUSINESS)
<br />CONSTRUCTION TYPE: TYPE V—B
<br />AREA CALCULATION:
<br />NET BUILDING AREA 4,966 S.F.
<br />PRODUCT APPROVAL LIST: SEE SHEET A3
<br />DESIGN
<br />CRITERIA
<br />DESIGN ROOF LIVE LOAD:
<br />20 PSF
<br />DESIGN ROOF DEAD LOAD:
<br />17 PSF
<br />SOIL PRESSURE:
<br />1,500 PSI
<br />NUMBER STORIES:
<br />ONE
<br />CONSTRUCTION TYPE:
<br />HOLLOW REINFORCED MASONRY
<br />FOUNDATION TYPE:
<br />STRIP FOOTING & MASONRY STEMWALL
<br />ROOF STYLE:
<br />HIP
<br />ROOF SLOPE:
<br />6:12
<br />WALL HEIGHT (EXTERIOR)
<br />12'-0"
<br />ROOF OVERHANG:
<br />10 INCHES
<br />WIND LOAD CRITERIA
<br />DESIGN WIND SPEED:
<br />120 MPH
<br />WIND IMPORTANCE FACTOR:
<br />1.00 BUILDING CATAGORY: II
<br />EXPOSURE CLASSIFICATION:
<br />B
<br />INTERNAL PRESSURES:
<br />0.18 (+—)
<br />COMPONENTS & CLADDING:
<br />PER TABLE 1606.2B, 1606.2C
<br />11 CONSTRUCTION REQUIREMENTS �
<br />ALL WORK AND CONSTRUCTION PRACTICES SHALL BE IN COMPLIANCE WITH THE
<br />LATEST ADOPTED EDITIONS OF THE FLORIDA BUILDING CODE (INCLUDING
<br />MECHAINICAL AND PLUMBING), NATIONAL ELECTRIC CODE, LOCAL ORDINANCES AND
<br />REGULATIONS, AND ALL AUTHORITIES HAVING JURSDICTION.
<br />II DESIGN PROFESSIONALS
<br />OWNER:
<br />FLORIDA TRADITIONS BANK
<br />14033 8TH STREET
<br />DATE CITY, FLOIRDA 33525
<br />(352) 523-1800
<br />(352) 523-1880
<br />MECH. ENGINEER:
<br />WILSON & GIRGENTI, LLC.
<br />P.O. BOX 1377
<br />SAFETY HARBOR, FLORIDA 34695
<br />(813) 528-2177 CELL
<br />(813) 651-9721 FAX
<br />CIVIL ENGINEER:
<br />W.F.C. ENGINEERING, INC.
<br />14918 KNOTTY PINE PLACE
<br />TAMPA, FLORIDA 33625
<br />813-264-7650 OFFICE
<br />813-908-3396 FAX
<br />ARCHITECT:
<br />CORDA 7 ASSOCIATES ARCHITECTS
<br />4422 AVENUE CANNES
<br />LUTZ, FLOIRDA 33558
<br />(813) 968-3900 OFFICE
<br />(813) 948-7007 FAX
<br />ELEC. ENGINEER:
<br />MECHANICAL DESIGN & CONSULTING INC.
<br />897 14TH AVENUE SOUTH
<br />SAFETY HARBOR, FLORIDA 34695
<br />(727) 725-2225 OFFICE
<br />(727) 797-8225 FAX
<br />COROA & ASSOCIATES ARMTECTS®2008 COPYRIGHT
<br />REVISIONS
<br />1
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<br />DATE.
<br />5/30/08
<br />SCALE.
<br />AS NOTED
<br />JOB NO.: 27013
<br />SHEET:
<br />A
<br />I
<br />OF
<br />22
<br />SHEETS
<br />
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