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HomeMy WebLinkAbout37741 Eiland BlvdPROJECT SPECIFICATIONS ARCHITECT'S PROJECT NUMBER: 27013 DATE: MAY 30, 2008 DIVISION 1 GENERAL REQUIREMENTS 01010 SUMMARY OF WORK: The project is for the construction of a new branch bank containing approximately 4,966 net square feet of air conditioned space. The facility has typical offices, conference and break rooms, vault and cupon booths, as well as four walk—up teller stations. There will also be three remote tellers plus a drive —up ATM all under roof. The construction is concrete block masonry and brick resting on conventional strip footings supporting pre—engineered wood roof trusses covered with laminated shingles. Project Location/Address: 37741 Eiland Blvd., Zephyrhills, Florida 33542 DIVISION 2 SITE WORK (See Civil Engineering Drawings by Others) 02281 TERMITE CONTROL: Provide soil treatment within and 5 feet beyond new building limits by a licensed pest control company, to comply with local jurisdiction. DIVISION 3 CONCRETE 03001 CONCRETE: Concrete for reinforced masonry filled cells shall be 3,000 PSI. Welded Wire Fabric: Confrom to ASTM A-185. All reinforcing and accessories and be detailed and installed in accordance with ACI standard 315-80 and 3BR-80. Standards: Unless otherwise shown or specified, the work shall conform to the following standards of the American Concrete Institute. ACI 214, Recommended Practice for Evaluating Strength Tests Results of Concrete. ACI 318, Building Code Requirements for Reinforced Concrete. ACI 347, Recommended Practice for Concrete Formwork. ACI 305R, Hot Weather Curing ACI 304R, Guide for Measuring, Mixing, and Transportating and Placing Concrete. Materials: Portland Cement: ASTM C150, Type I. Aggregates: ASTM C33. Water: Clean, fresh, and potabl e. Air Content: 5% to 8%. Air Entrainment Admixture: ASTM C260. No other admixtures permitted. Re —steel bars: ASTM A615, grade 60 (grade 40 to stirrups and ties). Re —steel fabric: ASTM A185. Curing Compound: ASTM C309, type 1, class A, Sonneborn "Kure—N—Seal. Control Joint Filler: ASTM D1751, J&P (Tex Lite Fiber) or equal; 1/2" thick. Vapor Barrier: Polyethylene sheet, ASTM D2103, 6 mil thick, black color. Grout: "Master Flow 928" by Master Builders or equal. Concrete Mix: Ready Mixed per ASTM C94. Strength — building: 3,000psi at 28 days. Strength — exterior: (Exposed) 3,000 psi at 28 days. Slump: 5 inch max for general use; 3 inch max for flat work. Air Entrainment: 5% by volume, plus/minus 1%. Foundations and Footings: If footing elevation occurs in disturbed, unstable or unsuitable soil, the Architect/Engineer shall be notified and necessary adjustments shall be made per their instructions. Preparation of the subgrade shall be in strict accordance with the instructions outlined in the Geotechnical report from Hernasco Test Labarory, Inc. 6302 Behjomin Road, Tampa, Florida 33634 dated February 8, 2008. 03346 FLOOR FINISH Interior Slabs: Float finish in accordance with ACI 301, the power trowel to produce a smooth surface relatively free of defects. Where floor tile occurs, provide a light broom finish to aid in bonding tile to slab. Exterior Slabs: Provide a light broom finish with tooled joints and 2 inch smooth troweled edge. DIVISION 4 MASONRY 04200 CONCRETE UNIT MASONRY Design, Material and Workmanship: Shall be in accordance with the ACI 530/ACI 530.1. Concrete Masonry Units: Nominal face dimensions of 8"x16" (laid in running bond unless otherwise noted) with a 1-1 /4" minimum face shall cured in a moisture controlled atmosphere to comply with ASTM C90, grade N, type 1. Mortar Above Grade: ASTM C270, Type S (1800 PSI at 28 days). Mortar Below Grade: ASTM C270, Type M (2500 PSI at 28 days). Portland Cement: ASTM C150, Type 1. Aggregates: ASTM C144, standard masonry type. Hydrated Lime: ASTM C207, type S. Water: clean and clear. Admixtures: not to be used unless approved. Reinforcing Bars: 60 ksi, yield grade; deformed billet steel bars, ASTM A615. Horizontal Reinforcement: Truss type, ASTM A82, hot dipped galvanized steel wire with 9 gauge side rails and cross rods installed not less than 16 inches vertical and 6 inch lap joints. Opening Reinforcement: Place horizontal joint reinforcement in the first and second bed joints, 8 inches apart immediately above lintels and below sills. Reinforcement in the second joint above or below openings shall extend two feet beyond the jambs. Mortar bed: Use a full mortar bed (face and webs covered) whey laying the first course of the foundation. Parge coat: Provide a minimum 3/8 inch coating (backplaster) on exterior side of concrete block. (NEW CONSTRUCTION) ZEPHYRHILLS OFFICE FLORIDA TRADITIONS BANK 14033 8TH STREET DADE CITY, FLORIDA 33525 04300 CLAY FACE BRICK Compressive Strength: 8,000 psi Type: FBS (provide end units) Grade: SW Absorption : 8.0 percent maximum. Saturation Coefficient:.078 average. Size: modular Color/texture: Red; smooth finish; light texture. Wall Ties: Hot dipped 9 ga. galvanized steel; adjustable, retangular or part masonry horizontal joint reinforcement; ASTM A123. DIVISION 5 METALS 05400 COLD FORMED METAL FRAMING Framing Members: Corrosion resistant steel, corresponding to the requirements of ASTM A-446 with a minimum yield strength of 40 ksi for SJ and CS style studs, and 33 ski for CR runners (U.S.G. or rqual). Studs: All studs shall be hot dipped galvanized material; C—shaped with flange return lip; minimum 25 gauge Fastening: Self drilling screws of sufficient size, numbver, and spacing to develop full design capacity of the connected member in accordance with the manufacturer's recommendations. Wire tying of components is not permitted. Lateral Bracing: Provide lateral bracing with cold —formed channels spaced at four feet on center maximum and attach with screws. Temporary Bracing: Shall be provided where required unto erection is complete. 05500 METAL FABRICATIONS (MISCELLANEOUS METALS) Rough connectors: Shall meet ASTM A36 with zinc chromate primer finish. Bolts, nuts, washers: ASTM A307 DIVISION 6 WOOD & PLASTICS 06100 CARPENTRY Stud Framing: 2x4 Souther Pine, No. 3 grade or approved equivalent, pressure treated where in contact with masonry or concrete. Provide dressed lumber, S4S, with a maximum moisture content of 19% unless otherwise noted. Members in contact with concrete, masonry, or roofing shall be preservative treated, AWPB LP-2. Roof Sheathing: APA rated, 32/16, 5/8' nominal, exposure 1. Wall Sheathing: APA rated, 32/16, 1/2" nominal, exposure 1. Plywood: Type 11, interior, plain face type A—C or A—D. Equipment Backing: Electrical and telephone backing shall be 3/4 inch fire —retardant treated plywood, ABA, C—D plugged. Nails, spikes, staples: Galvanized for exterior locations. Misc. Framing: Contractor shall provide miscellaneous framing for reinforcement and support as required. 06193 PREFABRICATED WOOD TRUSSES Shop Drawings: Shall be signed and stamped by a structural engineer licensed to practice in Florida. Truss Design Standard: Design Specifications for Metal Plate Connected Wood Trusses published by Truss Plate Institute (TPI). Design Loading: To comply with State Code unless otherwise indicated, L/240 maximum deflection. Lumber. Provide kiln —dried limber with 15% maximum moisture content at time of dressing. Lumber Species: Southern Pine. Lumber Grades: SPIB grade; Select Structural; SPIB grade: No. 2. Stress Rating: Fb = 1,400 psi. Ft = 825 psi. Fc = 975 psi. E = 1,600,000. Metal Connector Plates: Galvanized sheet steel, ANSI/ASTM A446, grade A, coating G60. 06200 FINISH CARPENTRY Wood Trim (baseboards): Any western softwood species for standing or running trim; paint grade. Simulated Wood Trim (see schedule): High density polyurethane primed and ready for paint; moisture resistant, ASTM E-84 Class B. Fiberglass (FRP) columns, caps, bases: Non —load bearing fiberglass reinforced acrylic resin columns primed and ready for paint. Neopentyl isophtalic "gel coat' wtih UV stabilizers 18-25 mils thick; class I fire rated, ASTM E-84. Fasteners: Provide nails, screws, and other fasteners of the type, size, material and finish required for the application and complying with applicable codes, specifications, and manufacturer's recommendations. Joint Compound (urethane): Provide spackle joint compound, ready —mixed, vinyl tape. Adhesive (urethane): Use manufacturer recommended adhesive for product installation. Softwood Lumber: AWI quality standards; maximum moisture content 6 % exterior work. 10% for interior. 06410 CUSTOM CASEWORK Exposed horizontal surfaces: GP-50 Exposed vertical surfaces: GP-28. Semi —exposed surfaces: GP-28. Countertops (teller area, breakroom): 3CM 1.25 inch granite with beveled edge. Countertops and support (workroom): plastic laminate over grade M3 partical board. Base/Wall Cabinets (break room, teller area): 3/4 inch high density partical board. Doors and drawer fronts: 1/2' wood overlay with cheery veneer. Hardware: Full extension glides; US27 satin aluminum wire pulls. Shelving: 3/4 inch melamine board. DIVISION 7 THERMAL AND MOISTURE PROTECTION 07190 VAPOR BARRIER Polyethylene vapor barrier: 6 mil, rated 0.1 perm or less. 07210 BUILDING INSULATION Ceiling Insulation: Pre —formed glass fiber batt; unfaced blankets; per ASTM C665, type III; density not less than .5 lb per cubic foot for glass fiber units, K—value of 0.27; flame spread of 25 or less, ASTM EB4 (class A), 6 inch (R-19) unless otherwise noted. Interior Walls: Provide 3-1/2" sound attenuation batts where shown on the drawings. Masonry Wall Insulation: Reflective insulation and vapor barrier; inside layer .0005 aluminum foil; outer layer 35 lb. kraft paper coated with polyethylene laminated to expanders that separate the paper from the foil creating a 3/8" reflective air space; ASTM C-236; A —Foil Vapor Shield Type AA-2 Perforated or qual; ASTM E-96, ASTM-84, ASTM D-3310. Roof Insulation: Reflective insulation and vapor barrier, inside layer .0005 aluminum foil; outside layer .000285 aluminum foil laminated to 30 lb. natural kraft fire retarded paper with scrim reinforcement; mold and mildue resistant; Fi foil Radiant Sheild NT or equal; ASTM E 96, ASTM 84, ASTM D 3310. 07311 ROOF SHINGLES Fiberglass Asphalt Shingles: Class A with Type I— self sealing with 5 inch exposure; ASTM D3161, ASTM 3018, ASTM 3462; passes UL 997 wind test; glass fiber mat base, mineral granule surface type dimensional shingle; stainguard; 40 year warranty with Smart Choice Protection; install with 6 nails for extra wind protection; GAF Timberline "Prestique Lifetime"; color "Slate" or equal. 07600 ROOF FLASHING Standards: Perform work in accordance with the NRCA (National Roofing Contractors Association) — roofing manual. 07620 SHEET METAL FLASHING & TRIM Zinc —coated Steel: Commercial quality with .20% copper, ASTM A526; G90 hot —dipped galvanized, mill phosphatized for painting; 24 gage, except as otherwise indicated. Solder: For use with steel, provide 50-50 tin/lead solder, ASTM B32 with rosen flux. Roofing Cement: ASTM D2822, asphaltic. Sonneborn "NP1 ". Starnards: Perform all work in accordance with the NRC (National Roofing Contractors Association) roofing manual, latest edition. 07631 GUTTERS AND DOWNSPOUTS Gutters: K—style 6 inch aluminum gutter, .032 aluminum; high gloss white Downspouts: 3"x4" .024 aluminum; high gloss white 07920 SEALANTS & CAULKING Joint Filler: ASTM D1056, round closed cell polyethylene foam rod; oversized 30-50 %; Polystyrene is unacceptable. Interior joints: Acrylic Emulsion latex, ASTM C920, single component, non —staining, non— bleeding. Exterior joints: Polyurethene Sealant, ASTM C290, single component chemical curing, self leveling. DIVISION 8 DOORS & WINDOWS 08210 WOOD DOORS Manufacturer: Mosonite Corporation Interior: Solid core with wood grain hardboard skins, AWI custom grade with standard core construction; set in clear pine frame. Solid Core: NWWDA, Type glued block core. Hollow Core: NWWDA, Type celluar core including lock blocks,bands & rails. Vener: Custom grade hardboard primed for paint finish. 08450 ENTRY DOOR SYSTEMS Non —exposed surfaces: cabinet liner. Shelf top: GP-28. Manufacturer Lawson Industries, Inc. Door Style: 2000 "La Porta" aluminum entry system; double doors with two sidelights and retangular running transom. Door Faces: Glazed aluminum extrusions. Frame:.078—.125 thick extruded 6063—T5 aluminum; tublar shape. Finish: ESP pain 1.0 mils thick; white. Glazing: Low—E insulated glass. Weatherstripping: Flexible virgin pvc bulb and polypropylene pile. Threshold: Outswinging handicapped aluminum. 08520 Aluminum Windows Manufacturer: Lawson Industries, Inc. Model: Series; 6000. Frame: 6063-.T5 tempered aluminum extrusion; ASTM E547/E3311, E283. Mullion Bar: Tubular steel reinforcement bar; size as recommended by manufacturer. Finish: ESP Saint finish; white. Glazing: Low—E insulated glass. Grills: Rised profile removable grills. Screening: None Stools: 3/4" cl ar pine; painted 08700: BUILDERS HARDWARE Hinges and p�vots: Full —mortise type; doors 1-3/8 inch thick — minimum 3-1/2 inches high, doors 1-3/4 inches thick — minimum 4-1/2 inches high; Each door shall have not less that three hinges, Doors 8 feet and higher shall have four hinges. All butts used with door closers shall be ball bearing. All exterior door shall have ball bearing hinges. Approved manufacturers are Stanley, McKinney, Hager and Lawerence. Locksets: All knobs, escutcheons, locksets, cyclinders shall be the product of one manufacturer. Approved manufacturers are Schlage, Russwin, Yale and Sargent. Equip lock sets with 6—pin tumbler type lock cyclinders. Door Closers: Shall be full rack and pinion complete with back check. Springs shall be motor clock type. Manufactures shall be Russwin, Corbin, L.C.N., Norton or approved equal. Thresholds and Weatherstripping: Approved manufacturer is Pemko. Finish: All hardware to be US26D satin chromium plate unless otherwise noted. Keying: Provice a master key system designated by the Owner. Hardware Schedule: see door schedule. 08800 GLAZING Flat Glass Materials: Standard annealed single —layer glazing; gray tined float glass type FG—A; single strength. Safety Glass: Heat strengthened fully tempered; clear type FG—B; conforming tc ANSI Z907.1; 1/4 inch thick minimum. Glazing CompDunt: Silicone sealant type GC —A; ASTM C920; Type S, Grade NS single component and chemical curing. Glazing Gasket: Resilient polyvinyl chloride extruded shape to suit glazing channel retaining slot. Glazing Clips: Manufacturer's standard. DIVISION 9 FINISHES 09220 PORTLAND CEMENT PLASTER (STUCCO) Mix: Mix and proportion cememt plaster in accordance with PCA Stucco Manual and ANSI/ASTM C926. Metal Lath: USG junior diamond mesh, self furring, per ASTM C847. Roofing Felt: ASTM D226, No. 15, unperforated. Control/exparsion joint: USG No. 15, galvanized. Casing Bead: USG No. 66, galvanized expended flange. Portland Cement: ASTM C150, type 1, white. Aggregate: I STM C897, manufactured or natural sand, white. Lime: ASTM C207, type S, USG (mortaseal). Water. Potable. Mix —scratch coat: 1 bag cement, 3/4 bad lime, 5-6 cu ft sand. Mix —brown ccat: 1 bag cement, 1 bag lime, 6-7 cu ft sand. Mix —finish coat: 1 bag cement, 2 bag lime, 7-10 cu ft sand. 09260 GYPSUM BOARD SYSTEMS Gypsum panels: ASTM C36, grade R, class 1, 1/2" USG SW panels with tapered edges. Gypsum panels: ASTM C36, grade R, class 1, 5/8" USG SW panels with tapered edges. Moisture type panels: ASTM C630; restroom walls bottom 48 inches. Fire rated: ASTM C36, grade R, class 1, 5/8" Type "x" USG SW panels with tapered edges. Joint Tape: 2 —1/16 inch wide, fiber; ASTM C475; USG perf—a—tape. Taping Compound: pre —mixed, vinyl based, ASTM C475, USG or equal. Corner Bead: 1-1/4" inch x 1/2" galvanized steel, USG #103. Control Joint: Equal to USG #093, galvanized. Installation: In accordance with finish standards ASTM C840, and GA 216. 09300 TILE WORK Travertine: 24"x24' ivory with (honed) polished surface. Travertine Trim: Coordinate with sizes and coursing of adjoining flat tile; provide flat base (kick plate) at teller line; base with bevel top at toilet rooms (match height of wood base). Setting Material: Thin set mortar; high strength, acid resistant; ANSI A118.4 latex modified or per manufacturer's recommendations.. Grout: AMSI A118.6 floor grout recommended by manufacturer/supplier; color to match floor covering. Sealant: Mildew resistant type. 09510 ACOUSTICAL CEILINGS Panel Charastics: Claaa A and UL labeled; flamespread 25 or less; ASTM E84, NCR 0.55-0.65. Panel Type: 24"x24"x5/8" beveled tegular edges, wet —formed mineral board; color white; Armstrong "Georgian" #1752. Suspension System: exposed, direct hung T—grid system per ASTM C635; electro—galvanized steel; white; Armstrong "Prelude" 15/16" exposed tee grid. Concealed grid members: Electro—galvanized. Hanger Wire: 12 gauge minimum, galvanized carbon steel wire, ASTM C635 table 1, direct hung. Structural Classification: intermediate duty. 09680 CARPETING Indoor Carpet: Commercial grade, direct glue down, approx. 42oz., textured patterned level loop, solution dyed (SDN) 100% 6,6 nylon; BCF with unitary backing. Adhesive: Manufacturer's recommended standard floor spray. 09900 PAINTING All products listed are manufactured by Benjamin Moore. Equivalent products may be substituted with Architect's approval. Color's to be selected by Owner/Architect. Ferrous Metal: (1) coat , universal metal primer M07-70, (1) coat acrylic gloss enamel M28. Interior Wood: (1) coat laytex primer #023, (1) coat high glass latex enamel #309. Interior urethane: (1) coat high gloss latex enamel #309. Interior Drywall: (1) coat interior latex primer #284, (1) coat eggshell latex wall paint #274. Roof fascia: (1) latex primer #023, (1) coats Moorecraft semi —gloss latex housepoint #170. Exterior Stucco Surfaces: (1) coat latex primer #023, (1) low luster latex paint #185. Contractor shall pressure clean all exterior wall surfaces and caulk all holes and gaps before painting. Exterior Urethane: (2) coats semi —glass latex #170. Exterior Metal: (2) coats Ironclad acrylic #363. DIVISION 10 SPECIALITIES 10162 TOILET ACCESSORIES Manufacturer: Bobrick or equal; See "Restroom Accessories" schedule for required fixtures and mofel numbers. DIVISION 11 EQUIPMENT 11400 KITCHEN SERVICE EQUIPMENT Refrigerator: Dual side by side under counter refrigerators each with opposite swings, front vented, designed to accept 3/4" wood door panel by others; GE "Monogram" ZIF1240—Pll (right hinged) and PLII (left hand). 11600 BANK AND SECURITY EQUIPMENT Supplier: Premier Hamilton Security Services, 2634 Success Drive, Odessa, Florida 33556. Equipment to be provided and installed by supplier. Contact Bill Kardos (727) 375-7201. 11659: DATA AND COMMUNICATION EQUIPMENT Supplier: DataComm Networks Incorportated, 6801 North 54th Street, Tampa, Florida 33610. Equipment provided and installed by supplier. Contact Brian Boyer (813) 549-4955. DIVISION 12 FURNISHINGS 12380 CUSTOMER SERVICE (CHECK WRITING) COUNTER Provided and installed by others. 12512 WINDOW BLINDS Type and style: Horizontal faux wood blinds; 2" plantation style with cord tilt. Location: All exterior windows, and interior windows at (3) offices, workroom, and conference room. DRAWING INDEX SHEET NO. DESCRIPTION Al PROJECT DATA, DESIGN & WIND LOAD CRITERIA, SPECIFICATIONS A2 FOUNDATION PLAN (BUILDING) A3 FOUNDATION PLAN (DRIVE—THRU), SCHED, DETAILS, PROD. APPROVAL A4 FLOOR PLAN (BUILDING) A5 FLOOR PLAN (DRIVE—THRU), LEGEND, PORTICO ELEV., TRIM SCHED. A6 DOOR, WINDOW, INTERIOR/EXTERIOR FINISH SCHEDULES A7 EXTERIOR ELEVATIONS (SOUTH AND EAST) A8 EXTERIOR ELEVATIONS (NORTH AND WEST) A9 BUILDING CROSS AND LOGITUDINAL SECTIONS A10 SECTIONS THRU PORTICO AND DRIVE—THRU COLUMNS All WALL SECTIONS, NAILING SCHED, GABLE DTL, DRIVE—THRU SECTION Al2 ENLARGED TOILET PLANS, HANDICAPPED DETAILS, ROOF PLAN A13 DOOR/WINDOW DETAILS, PARTITION SECTION, CURB DETAIL A14 REFLECTED CEILING PLAN (BUILDING AND DRIVE—THRU) A15 INTERIOR ELEVATIONS A16 ROOF FRAMING PLAN (BUILDING) A17 ROOF FRAMING PLAN (DRIVE—THRU), LINTEL & CONNECTOR SCHED. A18 DOOR MANUFACTURER'S INSTALLATION DETAILS AND NOA A19 WINDOW MANUFACTURER'S INSTALLATION DETAILS AND NOA A20 DOOR/WINDOW MULLION MFG INSTALLATION DETIALS AND NOA A21 LINTEL AND CONNECTOR MFG INSTALLATION DETAILS AND NOA A22 ROOF AND UNDERLAYMENT MFG INSTALLATION DETAILS AND NOA E1 ELECTRICAL LEGEND, FIXTURE SHEDULE, SPECIFICATIONS E2 LIGHTING PLAN (BUILDING) E3 LIGHTING & POWER PLANS (DRIVE—THRU) E4 POWER PLAN (BUILDING) E5 PANEL AND MECHANICAL SCHEDULES, RISER DIAGRAM ES1 ELECTRICAL SITE PLAN M1 MECHANICA PLAN M2 MECHANICAL SCHEDULES, DETAILS, AND NOTES P1 PLUMBING PLAN, FIXTURE SCHEDULES, AND NOTES 11 PROJECT DATA 11 FLORIDA STATUTES: FS 553 BUILDING CONSTRUCTION STANDARDS APPLICABLE BUILDING CODES: FLORIDA BUILDING CODE (2004 EDITION) FLORIDA BUILDING CODE — PLUMBING (2004 EDITION) FLORIDA BUILDING CODE — MECHANICAL (2004 EDITION) FLORIDA BUILDING CODE — FUEL GAS (2004 EDITION) NATIONAL ELECTRIC CODE (2002 EDITION) NFPA LIFE SAFETY CODE (101) (2003 EDITION) FLORIDA FIRE PREVENTION CODE (2004 EDITION) BUILDING OCCUPANCY: GROUP B (BUSINESS) CONSTRUCTION TYPE: TYPE V—B AREA CALCULATION: NET BUILDING AREA 4,966 S.F. PRODUCT APPROVAL LIST: SEE SHEET A3 DESIGN CRITERIA DESIGN ROOF LIVE LOAD: 20 PSF DESIGN ROOF DEAD LOAD: 17 PSF SOIL PRESSURE: 1,500 PSI NUMBER STORIES: ONE CONSTRUCTION TYPE: HOLLOW REINFORCED MASONRY FOUNDATION TYPE: STRIP FOOTING & MASONRY STEMWALL ROOF STYLE: HIP ROOF SLOPE: 6:12 WALL HEIGHT (EXTERIOR) 12'-0" ROOF OVERHANG: 10 INCHES WIND LOAD CRITERIA DESIGN WIND SPEED: 120 MPH WIND IMPORTANCE FACTOR: 1.00 BUILDING CATAGORY: II EXPOSURE CLASSIFICATION: B INTERNAL PRESSURES: 0.18 (+—) COMPONENTS & CLADDING: PER TABLE 1606.2B, 1606.2C 11 CONSTRUCTION REQUIREMENTS � ALL WORK AND CONSTRUCTION PRACTICES SHALL BE IN COMPLIANCE WITH THE LATEST ADOPTED EDITIONS OF THE FLORIDA BUILDING CODE (INCLUDING MECHAINICAL AND PLUMBING), NATIONAL ELECTRIC CODE, LOCAL ORDINANCES AND REGULATIONS, AND ALL AUTHORITIES HAVING JURSDICTION. II DESIGN PROFESSIONALS OWNER: FLORIDA TRADITIONS BANK 14033 8TH STREET DATE CITY, FLOIRDA 33525 (352) 523-1800 (352) 523-1880 MECH. ENGINEER: WILSON & GIRGENTI, LLC. P.O. BOX 1377 SAFETY HARBOR, FLORIDA 34695 (813) 528-2177 CELL (813) 651-9721 FAX CIVIL ENGINEER: W.F.C. ENGINEERING, INC. 14918 KNOTTY PINE PLACE TAMPA, FLORIDA 33625 813-264-7650 OFFICE 813-908-3396 FAX ARCHITECT: CORDA 7 ASSOCIATES ARCHITECTS 4422 AVENUE CANNES LUTZ, FLOIRDA 33558 (813) 968-3900 OFFICE (813) 948-7007 FAX ELEC. ENGINEER: MECHANICAL DESIGN & CONSULTING INC. 897 14TH AVENUE SOUTH SAFETY HARBOR, FLORIDA 34695 (727) 725-2225 OFFICE (727) 797-8225 FAX COROA & ASSOCIATES ARMTECTS®2008 COPYRIGHT REVISIONS 1 8-13- 08 4 K o N tCi En o x o 0 M� Cn o�w �1 ~ W W o N r� 0 0 w rn LAJ cQ rn 04 00 00 u7 w M J w 0 Cn � z z U w z w Qi ¢ N DATE. 5/30/08 SCALE. AS NOTED JOB NO.: 27013 SHEET: A I OF 22 SHEETS 6 I SEE SHEET A3 FOR CONTINUATION OF REMOTE TELLER DRIVE THRU 0 I am 4" REINFORCED CONC. PAD 6" LARGER THAN CONDENSING UNIT �IN N "i N 0 Lcoo o a � o I cV I I N N 00 0 I N 00 I » 00 N 00 I 0 I CV 00 I r� F2 I. 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I �L J� WALLIlk _H (-0� cJF12 I' cJ L_J 5 I. I 5 I UTILITY SINK A3 _ :. ... A3 1 :. ;.. 1 EMBEDDED STEEL PLATE 4" SCH 40 PVC UNDERSLAB 1 1: :...........:..: I (SEE DETAIL) » 9 -2 CONDUIT FOR REFRIGERANT LINES :. ,....... _ 1 (COORDINATE WITH HVAC " — — — — — — — — — CONTACTOR) 1-1� � ELECT 1 F1 SATER -AL 1 1 36'-11" 8'-6" 41'-3" 9'-10" I 1 16'-5" L 7'-6" 8" CONCRETE BLOCK AND 4" CONTROL JOINT 1/4-WIDE x 3/4" DEEP REINFORCED THICKENED VAULT FLOOR F 1 CONCRETE BLOCK COMPOSIT STEM (SEE DETAIL) WALL M =I of of to IS EL. 93.0' FINISH FLOOR CJ CJ Sl s l o IQ Co 4' CONC. PORTICO SLAB (3,000 PSI) /4' CONC. SLAB (3,000 PSI) WITH 4' CONC. PORTICO SLAB (3,000 PSI) I W = I WITH 64/1.41.4 W.W.F. OVER 6 MIL 6x6/1.40.4 W.W.F. OVER 6 MIL VAPOR ;� WITH 6x6/1.41.4 W.W.F. OVER 6 MIL VAPOR BARRIER ON TERMITE TREATED BARRIER ON TERMITE TREATED CLEAN I VAPOR BARRIER ON TERMITE TREATED CLEAN COMPACTED FILL COMPACTED FILL /// CLEAN COMPACTED FILL I 1 7'-6" 16'-5" 40'-2" 1 16'-5" 7'-6" cJ ci1 1 F1 I 1 1#5 DOWEL (TYPICAL WHERE SHOWN) 1#5 DOWEL (TYPICAL WHERE SHOWN) CONCRETE FOOTING (SEE SCHEDULE) I COMBINATION COMMUNICATION/POWER FLOOR BOX (SEE ELECTRICAL PLANS) F 1 23'-10" CJ 40'-4" CJ I I 16'-5" 7'-5" 4' CONC. PORTICO SLAB (3,000 PSI) WITH 66/1.40.4 W.W.F. OVER 6 MIL VAPOR BARRIER ON TERMITE TREATED CRETE BLOCK AND 4" CLEAN COMPACTED FILL 9'-0" CONCRNETE BLOCK COMPOSIT s'—o" CENTER OF FTG F2 WALL F2 F 1 » 45 SHO `C 'ol CENTER OF FTG F2 F 1 F2 1 L-L DEGREES WN E EE N --------- --------------------- ---- --------- Fl - --------- - - - ----- __ ---- ----- ----- - - - - - --------------F----- THRESHOLD (COORDINATE WITH DOOR MFG) — — — — — — — — — — — — — — — — — — — — — — — 3'-0" 4'-8" 3'-4" 4'-8" 3'-4" 4'-8" 4'-0" — — — — 4'-4" 112" 3'-4" -2 12" — — — — — — — — — — — — — — — o .5" MAX. ' 2 3'-4" 12r 4'-4" 4'-0' 4'-8" 3'-4" 4'-8" 3'-4" 4'-8" 3'-0" F6 it-12" F6 le le If 4 I 6'-6" a 11'-O" 61-6" I '21T P1 P1 P1 P1 CONSTRUCTION NOTE: ALL DIMENSIONS ARE TO THE FACE OR EDGE OF �------ I L — — — — — — _ — — — — — — — �-----J J ® 1 FOUNDATION PLAN BLOCK WALLS AND OPENINGS (EXCLUDING BRICK), OR TO THE FACE OR EDGE OF METAL (WOOD) STUDS UNLESS OTHERWISE NOTED. 4„ F 7 F6 F 7 �4" 32'-O" 24'-O" 32'-0' 88,-0" c J ,,:.:'.,..:Y::.:;:.y:.;:".,:: #5 REBAR EACH WAY (SEE SCHEDULE) 2'-0" FOOTING F5, F7 11 PORTICO FTG COL If ,. LL M4 ALL RIGHTS RESMW OM k ASSOCIATES AROH OS©2M COPYRN,Hf REVISIONS 1 8-13-08 � N Ln cx O H W H E W W O N E� o 0 W rn I rn I od To 00 L0 n W "' J �..� ::D J . rO cn z z Q U c' W z W a N O DATE. 5/30/08 SCALE: AS NOTED JOB NO.: 27013 SHEET: A 2 OF 22 SHEETS APPROVED PRODUCTS USED FOR THIS PROJECT PRODUCT CATAGORY SUB CATAGORY MANUFACTURER NOTICE OF ACCEPTANCE EXPIRATION DATE WINDOWS FIXED LAWSON INDUSTRIES, INC. NOA 08-0409.03 05-08-13 EXTERIOR DOORS SWINGING LAWSON INDUSTRIES, INC. NOA 07-0817.16 09-13-08 DOORS -WINDOWS MULLIONS LAWSON INDUSTRIES, INC. NOA 06-0620.18 05-30-12 ROOFING ASPHALT SHINGLES GAF MATERIALS CORPORATION NOA 07-1120.14 04-22-13 ROOFING UNDERLAYMENT ELK CORPORATION NOA 06-0606.04 10-12-11 STRUCTURAL COMPONENTS WOOD CONNECTORS SIMPSON STRONG -TIE COMPANY VARIOUS FL#'S SEE SCHED. SHT A17 12-12-08 STRUCTURAL COMPONENTS OTHER (LINTELS) CAST-CRETE CORPORATION NOA 06-0222.01 05-21-11 POST & FOOTING SCHEDULE POST FOOTING NUMBER SIZE HEIGHT COMMENTWS NUMBER HEIGHT WIDTH LENGTH REBAR COMMENTWS P1 6"x6" 13'-4" P.T. POST F1 12" 24" CONT. 3#5 LONGITUDINAL P2 6'x6" 10'-9" P.T. POST F2 12" 30" 30" 4#5 EACH WAY • P3 1/4"x3.5"X3.5" 8'-10.5" STEEL TUBE COLUMN F3 12° 42" 42" 615 EACH WAY --- --- --- F4 12" 50" 50" 7#5 EACH WAY --- --- --- F5 20' 24" 24' 3#5 EACH WAY --- --- --- F6 12" 8' CONT. 1#5 LONGITUDINAL --- I --- --- F7 20" 1 24" 70' 3#5 LONG/ 9#5 SHORT DIRECTION --- --- --- F8 12" 36" 36" 5#5 EACH WAY --- --- --- F9 12" 36' 48" 5#5 SHORT/ 6#5 LONG DIRECTION --- --- --- F10 14' 36' CONT. 4#5 LONG --- --- --- F11 14" 48' CONT. 5#5 LONG --- --- --- VAULT FLOOR F12 12" --- ---504" O.C. EACH WAY 3-ROWS HIGH SEE DETAIL ► ADJUST HEIGHT AS REQUIRED FOR GROUT UNDER BASE (SEE DETAIL #8 ON SHEET A3 AND #3 ON SHEET A10) 37'-7" '-3" 1'-40012" 30'--5" P3 P3 ®� � rJ :� P3 Moll 1 I 3'-2j" L 3,-2» A3 at co " N IP3 N ;A M� " � I F82,-q» 1 2,-7j» 4'-0' � � I REMOTE TELLER WITH OVERHEAD SENDING UNIT I 1 (SEE MFR DETAILS) I 1'-10" 2'-2" A3 =z it IPf 3 03 F8 I. 4'-0" 0 I o 4" REINFORCED CONC. PAD 6" LARGER THAN CONDENSING UNIT r) CU-2 I 5` 32'-5' F10 F11 F10 PROVIDE SLIGHT — CROWN WITH GROUT AT TOP OF BOLLARD 1/4"x4.5" O.D. STEEL PIPE FILLED WITH CONCRETE GROUT TOP OF CONC. ISLAND TOP OF PAVING MINIMUM CONC. ENCASEMENT AT BOLLARD PRIME WITH ZINK RICH PAINT AND 2-COATS OF o ENDUSTRICAL ENAMEL "GLOSS BLACK) � �r1CAL BOLLARD 0 10 A3 12" '-4» '-3" 10 / P3 P3 P3� a F91 i I 2 I N 1'—A" F_-- TYP. PIER 2 3/4"=1'-0" 1/2"x8" STEEL A36 PLATE SET LEVEL AND FLUSH WITH TOP OF FLOOR SLAB #5 REBAR ANCHORS 2' LONG WITH 2" HOOK WELDED TO PLATE 0 24" O.C. STAGGERED (SEE PREMEIR HAMILTON VAULT SPECS) #5 REBAR 0 4" O.C. EACH WAY 3-ROWS DEEP SPACED AS SHOWN " CONCRETE PI "' "' REBAR VERTU SHOWN #3 TIES 0 E CORNER PIER s 3/4"=1'-0" CONCRETE PIER W/8 #5 REBAR VERTICAL WHERE SHOWN Ir- N I I I #3 TIES 0 8" O.C. L - - - Q» 55'-14m 1 '—d» (�3 3/4"= TYP. PIER VAULT FLOOR 1'-4" » » I 8 ,. 8 MODULAR BRICK FACING FIBERGLASS COLUMN BASE j"x12"X12" A36 STEEL BASE PLATE r owl (4) M" DIA. HOLES FOR " fo DIA. BOLTS `r E OWOF BRICK I II I * 6" b6" 6" 6" I I ' I I t o rn Co • `� L_ - - J I 1i" 9" 1i" i" 9" 1i" L - - - - - - - - MATCH GIRDER - 4x4 P.T. WOOD COLUMN 4-j" 5" WIDTH + J" 11 ° FOOTING BELOW VERIFY 2" �3/P. PIER ._ ._ 41 $" 3-A" DIA. HOLES FOR DIA. I J"x5"x5" A36 THRU BOLTS COLUMN CAP ..................... * I I (3) j" DIA. THRU BOLTS I I 1'-D" NON -LOAD BEARING FIBERGLASS COLUMN I I I I I I HAND PACK AFTER PLUMBING COLUMN WITH 5,000 PSI MIN. J"x34"x34" A500 STEEL TUBE I I I I NON SHRINK GROUT COLUMN (TYPICAL) MODULAR BRICK FACING CENTER LINE OF TRUSS CORBEL TOP TWO BRICK GIRDER ABOVE COURSES I 2'-4"MODULAR BRICK FACING1"xl 4° 4" 1'-0" 4" 4" GALV. METAL BRICK TIES 8"I I 2"X12" A36 STEEL 1-0 BASE PLATE CN MODULAR BRICK FACING VERTICAL, 16" HORIZONTAL (SEE DETAIL ABOVE) X ---I— -- " I I DIA. EPDXY SET ANCHOR BOLT W/8" MINIMUM TE CURB oO CONCRE EMBEDMENT AND LEVELER M ff_ffi�� ft —<.. NUTS AND WASHERS p!�5 ECTION FIBERGLASS COLUMN BASE 4=1' EDGE OF BRICK BEL 70,1 -4 FOOTING BELOW �CORNER PIER 3/4 -1 0 I 16'-9" 2 A13 12 3'-4" 3'-10" 4'-0' 3'-11" 4'-0" 4'-0" 2'-7" 4'-4"j3p u 4'-0" 4'-0" L. 4'-0" 4'-0" L. 4'-0" 4'-0" Lo 4'-0" 6, 4'-0" L, 4'-0" L, 4'-0" Le 4'-8" '-4" 8" 4'-8" --- -- —= -- — — — — --------I-- _T ----- 00 I 3'-8" A11 I d- e • ALL RMS RESERVED r�(DRDA 3 ASSOCIATES ARCHREC1S®2DD8 COPYWHR REVISIONS 1 8-13-08 J NC=) N O � o 0 w oww H � O � Q � � I� I� O N E-10 �o w4 E-1 I I �..� r OD 04 OD Lo w J �F— J O. V1 z z U �w Z LL.I N N O DATE. 5/30/08 SCALE. AS NOTED JOB NO.: 27013 SHEET: A Qo OF 22 SHEETS OVERHEAD SENDING UNIT I 1 I A3 (SEE MFR DETAILS) I \ C&M MILLWORK, INC., 30450 COMMERCE DRIVE, SAN ANTONIO, FLORIDA 33576 (352) 588-5050 JAMES SIKES I I 1'-10" 2'-2' f It f0 P3 P3 1 i 1 N "' I L J IP3 N F10 P31 1 1 i DRIVE-THRU PLAN - - - J / 3 1/4"=1'-0" ROUGH N0 NOTE. N W�HTOR SHALL EQU PMENTCOORDINATE ALL SUPPLIERS (SEECONSTRUCTION SPEC F SPECIFICATIONS, ONS, OF WALLE WALL LEGEND CONSTRUCTION ON SHEET A5 FOR DESCRIPTION F8 I F8 DIVISION 11 - EQUIPMENT) 4'_0•e. (5) MELAMINE SHELVES 22" DEEP WITH 1ST \ I I REFLECTIVE WALL INSULATION BETWEEN EXTERIOR 2 SHELF 28" A.F.F. AND OTHERS 0 14" O.C. -{ ' BLOCK AND CONC. VAULT PANEL (APPLY PRIOR TO Al2 32'-5" INSTALLING VAULT PANELS) 55'-1 o 9'-21" 15'-0" 1'-6" 1'-11" 49'-8" 6'-8" 4'-0" SEE SHEET A5 FOR - CONTINUATION OF REMOTE 8 9A TELLER DRIVE-THRU I EQUAL EQUAL 2 I 2 40'-4" TO CENTER OF WALL CAP (SEE SHEET M1) A A13 A9 _ _ _ _ _ -` TOP OF OPENING 10'-8" A.F.F. 8 9 SEE ENLARGED TOILET PLAN — s J 2041 N � : 017 A D CASH RM a O AHU-1 AHU-2 O o EQUIPMENT BACKBOARD N 119 C I `: i in 7 3/4"x72"x48" HIGH FIRE MEN WOMEN MECH RM A15 RETARDED PLYWOOD IT ROOM � � 'a '-3" '-7" 5" �': 4'-6" 4'-6" 015 0 A15 CLOSET 121 F 122 124 cn 008 �: ❑ a o a I 007 co TELLER AREA 6 114 009 A gg o A15 O c�� I D 6 113 Al2-jin I C E 016 • ,c 018 _ 012*00 44 I `. I N E CONFERENCE RM w o r - -1 r - -I - , "' BOOTH "A" oF-I 0o�w II 0110o1 6 I I I -I ------------•-•--- `a ` % o 115 5-8 6 5- CD ICY) 12411 o 12411 12411 I 241 JII ( w o BREAK ROOM 020 4-4I 1 010 CORR VAULT 1 I I I I -123 N cc 117 E L—J L J 7A 7 —J _—J — OL \ -3- 10 10 A13co I204I I204I I204I EJANITOR BOOTH 1CB CB a VESTIBULE 019Ic 011 120 rj TELLERLINE 10 D E 11 1 1 1 6A OJ � I 0 10" 3'-6" A15 36'-11 9'-10" 41'-3" 6'-6" 10" I 1 » , " 5-11 " f • 1 • I p 1 M 1 M 1 p 0 5- 20-1 5-7 9-10 4-5 3-8 3- 11 -4 18-1 4 _ A _ As 44" DEEP DROPPED SOMT (SEE DETAIL CUSTOMER SERVICE WAITING IREA Al CUSTOMER SERVICE AREA "C" #4 SHT A9, #2 SHT A15, & #1 SHT COUNTER BY OTHERS TRAVERTINE CARPET CARPETT TRAVERTINE TCARPET F 105 18.6 A16. 1 0- 18 21.0 1 I BANK LOBBY L - _ _ _ _ J - - - .... - - - 1 1 102 a 6'-9" 71-0" 71-0" 4'-0" of a, LU 5. A 18.A I CENTER LINE OF DOOR `14 1 - CO N _cD 19.A 21. A 1 uj UJ==1 . -. .-.-.-.-.-.---- - -.-A-.-.-.-. -.-.- --.-.-.-. .-. 6 � 7'-0" 7'-0" CUSTOMER SERVICE AREA "A" I I CUSTOMER SERVICE AREA "B" Lo 103 104 A c CARPET TRAVERTINE TRAVERTINE CARPET A a I A15 I I A15 1 1 N 3 1 » f M 1 M 1 • -5} 7 -0 7 -0� 3 -5� OO- 0 I D A15 WORK ROOM SUPPLY 11CCLOSET 004 O 3A 3'-4" 8'-0" I E I m MANAGER'S OFFICE 108 I.1 0 O 1A Lo AI CONSTRUCTION NOTE: ALL DIMENSIONS ARE TO THE FACE OR EDGE OF BLOCK WALLS AND OPENINGS (EXCLUDING BRICK), OR TO THE FACE OR EDGE OF METAL (WOOD) STUDS UNLESS OTHERWISE NOTED. 21'-4" D I D 0 w \ z 023 3 A13 w U VESTIBULE LENDER'S OFFCE 101 127 D E I f » E 2 -8 17.6 17.A 17.0 2 -8 N 1.B 1.A 1.0 A Ir------ I a 6'-6" 11'I•-0" 6'-6" 12'-8" I I 2 A9 4" 3'-8" 7'-7j" 0 7'-7j" 3'-8= » 4p 24'-0" 00 88'-0" I E I 4 A9 • e = O fp O f0 Lo 022 3 00 A11 � 13 13 0, I I N 1 BRANCH MANAGER'S OFFICE A13 126 <?> <8> 16 15 81-0" � FLOOR PLAN 32'-0" n 11A <3> 14 8'-0" 3'-4" 4 r A11 0 I I � ALL RIGHIS RESERVED COROA h ASSOCIATES ARCHIfEM ®2ON COPYRIGHT REVISIONS 1 8-13-08 -Qb b cn N O 0 3 o 1--1 1--�I O N .)o wo rn I � H-1 rn I M co co Ln rn wro J Li J O• V1 z Z U V w Z w � a r�l N M� N 0 DATE. 5/30/08 SCALE. AS NOTED JOB NO.: 27013 SHEET: A4 OF 22 SHEETS V"fllZ err WI 1 R IV1R�. 1!!.M11 R.1! -N I II III ! P. 1 I co 0 I 0 I cn WALL LEGEND a 12" THICK x 12'-0' HIGH CONCRETE BLOCK AND BRICK VENEER COMPOSIT WALL WITH 1/2" DRYWALL OVER FI-FOIL AA-2VAPOR SHIELD (HI -PERM) REFLECTIVE INSULATION ON P.T. WOOD FURRING 0 24" O.C. ON INTERIOR SIDE OPTION: 1/2" DRYWALL OVER FI-FOIL AA-2 VAPOR SHIELD (HI PERM) PERFORATED REFLECTIVE INSULATION WITH TAPE TABS ON 7/8" GALV. METAL HAT CHANNELS 0 24" O.C. ❑ XX EXTERIOR SHEAR WALL SEGMENT WITH 1#5 IN CONC. FILLED CELLS A MIN. 48" O.C. UNLES OTHERWISE SHOWN C w 1- w 5 THICK x HIGH PRECAST CONCRETE VAULT PANEL 8 6 HG C ETE U WITH 1/2" DRYWALL OVER P.T. 1x2 (20 AT EXT. SIDE OF WALL WITH VAULT DOOR) 0 24" O.C. ❑ 3-5/8" 25GA. GALV. METAL STUDS 0 24" O.C. WITH 1/2" DRYWALL EACH SIDE OPTION: 2x4 STUDS 0 24" WITH 1 /2" DRYWALL EACH SIDE 3-5/8" 25GA. GALV. METAL STUDS 0 24" O.C. WITH 1/2" E❑ DRYWALL EACH SIDE AND CAVITY FILLED WITH 3-1/2" SOUND ATTENUATION BAITS 6" 25GA. GALV. METAL STUDS 0 24" O.C. WITH 1/2" F❑ DRYWALL EACH SIDE AND CAVITY FILLED WITH 3-1/2' SOUND ATTENUATION BATTS 1 -3V-4 12" ��j a P3 1 I I A3 I I I Ii P3 IIill I p3 -_j R I F8 1 - - A„ I I REMOTE TELLER WITH - OVERHEAD SENDING UNIT (SEE MFR DETAILS) I I CD IFr P3 I P3 8 ( I I� o I I C" M _I D EQUIPMENT BACKBOARD 3/4"x72"x48" HIGH FIRE IT `ol RETARDED PLYWOOD I 11 o I O CO O M A 37'-7" 30'-5" 3'-2j" 3'_2" CORNICE MOLDING 14.5"00" - (MELTON CLASSICS 550-306-12) PAINTED URETHANE PEDIMENT PANEL MOLDING (MELTON CLASSICS 550-320-16) PAINTED FIBERGLASS CAP (MELTON CLASSICS #245 SCAMOZZI CAP) PAINTED URETHANE COMBINATION CROSS — HEAD AND ACORN PEDIMENT (MELTON CLASSICS 350-360-20) PAINTED FIBERGLASS 16" DIA. TAPERED — FLUTED IONIC COLUMN (MELTON CLASSICS 245SC-FLUTED) 9" PAINTED URETHANE FLUTED PILASTER (MELTON CLASSICS 351-200-9) PAINTED FIBERGLASS BASE (MELTON CLASSICS #245 ATTIC BASE) I 10 Lo A3 12" 1_4w 1-3w F10 P3 F9 I I I I r- I I IA Mr-' P31 I 1 co F11 P31 N N — — I F81 2'-q" I 2'-7j" 1 4'-0" I I I I A3 CJ FLORIDA TRAI)ITIONS BANK 3'-8" 9" � 11'-0" ww � COORDINATE W/DOOR MANUFACTURER FRONT PORTICO ELEVATION 1 /4"-1'-0" 1'-9" ALUMINUM FIXED GLASS TRANSOM 12" HIGH GREEN PVC LETTERS (MATCH STYLE AND COLOR ON DADE CITY OFFICE) CORNICE MOLDING 14.5"x10" - (MELTON CLASSICS 550-306-12) = PAINTED URETHANE PANEL MOLDING (MELTON CLASSICS 550-320-16) R N PAINTED FIBERGLASS CAP (MELTON CLASSICS #245 SCAMOZZI CAP) PAINTED URETHANE CROSS HEAD (MELTON CLASSICS 550-360-10It PAINTED FIBERGLASS 12" DIA. TAPERED - t2 FLUTED IONIC COLUMN (MELTON CLASSICS 245SC-FLUTED) 00 9" PAINTED URETHANE FLUTED PILASTER (MELTON CLASSICS 351-200-9) PAINTED FIBERGLASS BASE (MELTON CLASSICS #245 ATTIC BASE) INTERIOR & EXTERIOR TRIM SCHEDULE CROWN MOLDING URETHANE MELTON CLASSICS 550-138-16 SEE FINISH SCHEDULE DOOR CASING URETHANE MELTON CLASSICS 550-110-16 MOLDING WINDOW CASING URETHANE MELTON CLASSICS 550-110-16 MOLDING INCLUDES INTERIOR OFFICE/CONF WINDOWS WINDOW CASING URETHANE MELTON CLASSICS 550-110-48 ARCH 0 w WINDOW TRIM (AT MULLIONS) URETHANE MELTON CLASSICS 550-446-12 INTERIOR OFFICE/CONF WINDOWS z BASEBOARD WOOD C&M MILLWORK #688 ALL ROOMS LESS MECHANICAL ROOM CHAIR RAIL URETHANE MELTON CLASSICS 550-114-16 SEE FINISH SCHEDULE PANEL MOLDING URETHANE MELTON CLASSICS 550-118-16 LOBBY, CUSTOMER SERVICE, CONF ROOMS CORNICE MOLDING URETHANE MELTON CLASSICS 550-306-12 PEDIMENT PANEL MOLDING URETHANE MELTON CLASSICS 550-320-16 WINDOW TRIM - STRAIGHT URETHANE MELTON CLASSICS 150-170 WINDOW TRIM - ARCH URETHANE MELTON CLASSICS 150-170-48 ARCH WINDOW PANEL URETHANE MELTON CLASSICS 850-101-34-48 p FLUTED PILASTER URETHANE MELTON CLASSICS 351-200-9 X CROSSHEAD URETHANE MELTON CLASSICS 350-360-10 W ACORN PEDIMENT -CROSSHEAD URETHANE MELTON CLASSICS 350-360-20 8" FIBERGLASS COLUMN FIBERGLASS MELTON CLASSICS 8"-245SC-FLUTED ATTIC BASE AND SCAMOZZI CAP 12" FIBERGLASS COLUMN FIBERGLASS MELTON CLASSICS 12"-245SC-FLUTED ATTIC BASE AND SCAMOZZI CAP 16" FIBERGLASS COLUMN FIBERGLASS MELTON CLASSICS 16"-245SC-FLUTED ATTIC BASE AND SCAMOZZI CAP NOTE: ALL INTERIOR AND EXTERIOR TRIM TO BE PAINTED - SEE SPECS MELTON CLASSICS INC., P.O. BOX 465020, LAWRENCEVILLE, GEORGIA 30042 (800) 963-3060 MICHAEL JOHNSON C&M MILLWORK, INC., 30450 COMMERCE DRIVE, SAN ANTONIO, FLORIDA 33576 (352) 588-5050 JAMES SIKES 1'-10" 2'-2" P31 r a ' F10 P31 i i 3 » DRIVE-THRU PLAN N � 16'-9" 4'-0" 15'-q" F8 5 MELAMINE SHELVES 22" DEEP WITH 1ST \ I I REFLECTIVE WALL INSULATION BETWEEN EXTERIOR 2 SHELF 28" A.F.F. AND OTHERS 0 14" O.C. -� BLOCK AND CONC. VAULT PANEL (APPLY PRIOR TO Al2 32'-5" INSTALLING VAULT PANELS) EQUAL 11'-6",,1'-11" I I 1 1 49'-8" 1 ON NJ AIL v ti �■ y S" .II�� 1 Iw Iti u 9" HIGH GREEN PVC LETTERS (MATCH STYLE AND COLOR ON DADE CITY OFFICE) CJ ZEPHYRHILLS OFFICE GENERAL CONSTRUCTION NOTES ALL WORK SHALL CONFORM WITH THE LATEST ADOPTED EDITIONS OF THE FLORIDA BUILDING CODE, PLUMBING CODE, MECHANICAL CODE, NATIONAL ELECTRIC CODE, FIRE MARSHAL'S CODE, ACCESSIBILITY CODE, AND ALL OTHER APPLICABLE LOCAL, STATE, AND FEDERAL CODES, AND ALL AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPARING ALL DIMENSIONS IN THE DRAWINGS AND EXISTING CONDITIONS IN THE FIELD. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE ARCHITECT OF ANY DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS AND/OR SPEIFICATIONS BEFORE STARTING OR PROCEEDING WITH ANY WORK. ALL MATERIALS AND/OR EQUIPMENT SHALL BE INSTALLED/USED IN STRICT ACCORDANCE WITH MANUFACTURERS' SPECIFICATIONS AND/OR RECOMMENDATIONS. THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB SAFETY. ALL PROVISIONS FOR SAFETY SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. WORK TO BE DONE CONSISTS OF FURNISHING ALL MATERIAL, LABOR, EQUIPMENT, TOOLS AND ALL ITEMS AND SERVICES REQUIRED FOR CONSTRUCTION IN CONFORMITY WITH THESE PLANS AND SPECIFICATIONS. THE PLANS SHOW THE LOCATION OF ALL FIXTURES AND EQUIPMENT AND ARE INTENDED TO CONVEY THE GENERAL INTENT OF THE WORK IN SCOPE AND LAYOUT. THEY ARE NOT INTENDED TO SHOW IN MINUTE DETAIL ALL OF THE ACCESSORIES REQUIRED FOR THE PROPER EXECUTION OF THE WORK, BUT IT SHALL BE UNDERSTOOD THAT SUCH DETAILS AND ACCESSORIES ARE PART OF THE WORK. NM- CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION M SEE WALL LEGEND ON SHEET A5 FOR DESCRIPTION ROUGH IN WITH EQUIPMENT SUPPLIERS (SEE SPECIFICATIONS, OF WALL CONSTRUCTION DIVISION 11 - EQUIPMENT) 55-1i" 1 1 CENTER OF WALL CAP (SEE SHEET Ml) I 1' OF 1' 1 SEE ENLARGED TOILET TLAN o se®e®e®a ma �®_o®ot� • - — � - — � 1� 1� lei It Rps-]� j - F-A pp'l I, _ I► II ti ti ® IN .ti Rti:.ti:.ti;.r;.r,.ti:.ti:. I;.r:.r;.� •ti:.r:.r:.v:.ti 1i 'i ti I A13 6'-8" 4'-0" 9A 9 CN RNERM 2 I 'b) ALL RIGHTS RESERVED CORDA R 'IFS ARO*TECTS©2W8 COPYRIGHT REVISIONS 1 8-13-08 '0 rn o K� •� �o o 0 1� 1 r ' cn r F� oww F^^� cn Q Er, W W O N F�--I U o 0 I cn rn I 00 00 Ln in V 1 n J L� J O. C/OV) U� z �1 z U V W z w 1-N�1 N d- 0 DATE: 5/30�08 SCALE: AS NOTED JOB NO.: 27013 SHEET: A 5 OF 22 SHEETS MATERIALS 1. BRICK 2. STUCCO OVER CEMENT BOARD 3. FIBERGLASS 4. URETHANE FINISHGABLE 1. SEALER/WATER REPELLANT 2. LATEX PAINT EXTERIOR FINISH SCHEDULE AREA MATERIAL FINISH NORTH ELEVATION SOUTH ELEVATION EAST ELEVATION WEST ELEVATION DRIVE-THRU TELLERS ALL PORTICOS WALLS 1 1 1 1 1 1 1 CEILING --- --- --- --- 2 2 2 COLUMNS, CAP, BASE 3 3 3 3 3 3 2 ENDS --- --- --- --- --- 2 2 ENTRY PILASTERS --- --- --- --- --- 4 2 PEDIMENTS --- --- --- --- --- 2 2 CROSSHEADS --- --- --- --- --- 4 2 CORNICE MOLDING 4 4 4 4 4 4 2 WINDOW TRIM 4 4 4 4 4 4 2 REMARKS FLASH AND CAULK ALL JOINTS AND OPENINGS AROUND DOORS AND WINDOWS. SEE TRM SCHEDULE ON SHEET A5 FOR DESCRIPTION OF URETHANE PRODUCTS. DOOR AND FRAME SCHEDULE MARK MANUFACTURER DOOR GLASS SIZE MATL TYPE STYLE CONSTRUCTION FINISH COLOR DESIGN PRESSU WIDTH HGT INT ZONE END Z 1.A LAWSON INDUSTRIES, INC. 36" PR 96" ALUMINUM HINGED ENTRY HOLLOW CORE PAINTED LOW-E -25.4 +23.2 -27.3 1.13 LAWSON INDUSTRIES, INC. 24" 96" ALUMINUM HINGED SIDELIGHT HOLLOW CORE PAINTED LOW-E -25.4 +23.2 -27.3 1.0 LAWSON INDUSTRIES, INC. 24" 96" ALUMINUM HINGED SIDELIGHT HOLLOW CORE PAINTED LOW-E -25.4 +23.2 -27.3 2 MASONITE COPORRATION 36" 96" HARDBOARD HINGED 6-PANEL SOLID CORE PAINTED LOW-E --- --- --- 3 MASONITE COPORRATION 36" 96" HARDBOARD HINGED 6-PANEL SOLID CORE PAINTED LOW-E --- --- --- 4 MASONITE COPORRATION 24" PR 96" HARDBOARD BI-FOLD 6-PANEL SOLID CORE PAINTED LOW-E --- --- --- 5.A LAWSON INDUSTRIES, INC. 36" PR 96" ALUMINUM HINGED ENTRY HOLLOW CORE PAINTED LOW-E -25.4 +23.2 -27.3 5.6 LAWSON INDUSTRIES, INC. 24" 96" ALUMINUM HINGED SIDELIGHT HOLLOW CORE PAINTED LOW-E -25.4 +23.2 -27.3 5.0 LAWSON INDUSTRIES, INC. 24" 96" ALUMINUM HINGED SIDELIGHT HOLLOW CORE PAINTED LOW-E -25.4 +23.2 -27.3 6 MASONITE COPORRATION 36" 96" HARDBOARD HINGED 6-PANEL SOLID CORE PAINTED LOW-E --- --- --- 7 MASONITE COPORRATION 36" 96" HARDBOARD HINGED 6-PANEL SOLID CORE PAINTED LOW-E --- --- --- 8 MASONITE COPORRATION 24" 96" HARDBOARD HINGED 6-PANEL SOLID CORE PAINTED LOW-E --- --- --- 9 MASONITE COPORRATION 36" 96" HARDBOARD HINGED 6-PANEL SOLID CORE PAINTED LOW-E --- --- --- 10 MASONITE COPORRATION 36" 96" HARDBOARD HINGED 6-PANEL SOLID CORE PAINTED LOW-E --- --- --- 11 MASONTTE COPORRATION 36" 96" HARDBOARD HINGED 6-PANEL SOLID CORE PAINTED LOW-E --- --- --- 12 MASONITE COPORRATION 36" 96" HARDBOARD HINGED 6-PANEL SOLID CORE PAINTED LOW-E --- --- --- 13 MASONITE COPORRATION 36" 96" HARDBOARD HINGED 6-PANEL SOLID CORE PAINTED LOW-E --- --- --- 14 MASONITE COPORRATION 36" 96" HARDBOARD HINGED 6-PANEL SOLID CORE PAINTED LOW-E --- --- --- 15 MASONITE COPORRATION 30" 96" HARDBOARD HINGED 6-PANEL SOLID CORE PAINTED LOW-E --- --- --- 16 MASONITE COPORRATION 36" 96" HARDBOARD HINGED 6-PANEL SOLID CORE PAINTED LOW-E --- --- --- 17 MASONITE COPORRATION 30" 96" HARDBOARD HINGED 6-PANEL SOLID CORE PAINTED LOW-E --- --- --- 18 MASONITE COPORRATION 36" 96" HARDBOARD HINGED 6-PANEL SOLID CORE PAINTED LOW-E --- --- --- 19 MASONITE COPORRATION 36" 96" HARDBOARD HINGED 6-PANEL SOLID CORE PAINTED LOW-E --- --- --- 20 MASONITE COPORRATION 36" 96" HARDBOARD HINGED 6-PANEL SOLID CORE PAINTED LOW-E --- --- --- 21 A LAWSON INDUSTRIES, INC. 36" PR 96" ALUMINUM HINGED ENTRY HOLLOW CORE PAINTED LOW-E -25.4 +23.2 -27.3 213 LAWSON INDUSTRIES, INC. 24" 96" ALUMINUM HINGED SIDELIGHT HOLLOW CORE PAINTED LOW-E -25.4 +23.2 -27.3 21.0 LAWSON INDUSTRIES, INC. 24: 96" ALUMINUM HINGED SIDELIGHT HOLLOW CORE PAINTED LOW-E -25.4 +23.2 -27.3 22 MASONITE COPORRATION 36" 96" HARDBOARD HINGED 6-PANEL SOLID CORE PAINTED LOW-E --- --- --- 23 MASONITE COPORRATION 36" 96" HARDBOARD HINGED 6-PANEL SOLID CORE PAINTED LOW-E --- --- --- DOOR SCHEDULE REMARKS: 1. PROVIDE PANIC HARDWARE IF REQUIRED BY THE FIRE MARSHALL. FINISH SCHEDULE ROOM NUMBER ROOM DESCRIPTION FLOOR BASE WALL WAINSCOT CHAIR RAIL CROWN MOLDING CEILING N S E W N S E W N S E W N S E W N S E W MATERIAL HEIGHT REMARKS 101 VESTIBULE F1 B1 B1 B1 B1 W1 W1 W1 W1 W2 W2 W2 W2 Cl Cl Cl Cl M1 M1 M1 M1 Cl 11'-4" 102 BANK LOBBY F1 81 B1 B1 81 W1 W1 W1 W1 W2 W2 W2 W2 Cl Cl Cl Cl M1 M1 M1 M1 Cl 11'-4" 103 CUSTOMER SERVICE AREA "A" F2 81 B1 B1 B1 W1 W1 W1 W1 W2 W2 W2 W2 Cl Cl Cl Cl M1 M1 j M1 M1 Cl 11'-4" 104 CUSTOMER SERVICE AREA "B" F2 B1 B1 B1 B1 W1 W1 W1 W1 W2 W2 W2 W2 Cl Cl Cl Cl M1 M1 M1 M1 Cl 11'-4" 105 CUSTOMER SERVICE AREA "C" F2 B1 B1 B1 B1 W1 W1 W1 W1 W2 W21 W2 W2 Cl Cl Cl C1 M1 M1 M1 M1 Cl 11'-4" 106 WAITING AREA F2 B1 B1 B1 131 W1 W1 W1 W1 W2 W2 W2 W21 Cl Cl Cl Cl M1 M1 M1 M1 Cl 11'-4" 107 TELLER LINE F1 B1 B1 B1 B1 M1 M1 M1 M1 Cl 11'-4" 108 MANAGER'S OFFICE F2 B1 B1 B1 61 W1 W1 W1 W1 W2 W2 W2 W2 Cl Cl Cl C1 Cl 11'-4" 109 WORKROOM F2 B1 B1 B1 B1 W1 W1 W1 W1 W2 W2 W2 W2 Cl Cl Cl Cl Cl 11'-4" 110 SUPPLY CLOSET F2 81 B1 B1 B1 W1 W1 W1 W1 C2 10'-0" 111 JANITOR'S CLOSET F1 B1 B1 B1 B1 W1 W1 W1 W1 Cl 11'-4" 112 IT ROOM F2 B1 B1 B1 B1 W1 W1 W1 W1 Cl 10'-0" 113 TELLER AREA F2 B1 B1 B1 B1 W1 W1 W1 W1 Cl 10'-O" 114 CLOSET F2 B1 B1 B1 B1 W1 W1 W1 W1 C2 10'-0" 115 CUPON BOOTH "A" F2 B1 B1 B1 B1 W1 W1 W1 W1 W2 W2 W2 W2 Cl Cl Cl C1ImmilCl 10'-0" 116 CUPON BOOTH "B" F2 B1 B1 B1 B1 W1 W1 W1 W1 W2 W2 W2 W2 Cl Cl Cl ClCl Imi 10'-0" 117 CORRIDOR F1 B1 B1 B1 B1 W1 W1 W1 W1 W2 W2 W2 W2 Cl Cl -Cl C1C1 11'-4" 118 VAULT F2 B1 B1 B1 B1 W1 W1 W1 W1 Cl 8'-0" 119 CASH ROOM F2 B1 B1 B1 B1 W1 W1 W1 W1 Cl 8'-0" 120 TOILET VESTIBULE F1 B1 B1 B1 B1 W3 W3 W3 W3 W2 W2 W2 W2 Cl Cl Cl ClCl 11'-4" 121 MEN'S TOILET ROOM F1 B3 B3 B3 B3 W3 W3 W3 W3 W2 W2 W2 W2 Cl C 1 Cl ClCl 10'-0" 122 WOMEN'S TOILET ROOM F1 B3 B3 B3 B3 W1 W1 W1 W1 W2 W2 W2 W2 Cl Cl Cl ClCl 10'-0" 123 BREAK ROOM F1 B1 B1 B1 B1 W1 W1 W1 W1 W2 W2 W2 W2 Cl Cl Cl ClCl 11'-4" 124 MECHANICAL ROOM F3 B2 B2 B2 B2 W2 W2 W2 W2 C2 10'-0" 125 CONFERENCE ROOM F2 B1 B1 B1 B1 W1 W1 W1 W1 W2 W2 W2 W2 Cl C1 C1 C1 C1 11'-4" 126 BRANCH MANAGER'S OFFICE F2 B 1 B 1 B 1 B 1 I W 1 W 1 W 1 W 1 I W2 W2 W21 W2 Cl Cl Cl ClXX C 1 11 '- 4" 127 LENDER'S OFFICE F2 B1 B1 B1 B1 I W1 W1 W1 W1 FW2 W2 W21 W2 Cl Cl Cl C1XX Cl 11'-4" FLOOR F1 24"x24" TRAVERTINE F2 CARPET F3 SEALED CONCRETE BASE B1 9/16"x5-1/4" COLONIAL WOOD BASE (688 BASE) B2 4" VINYL COVE BASE B3 5-1/4: HIGH TRAVERTINE WITH BEVEL EDGE CHAIR RAIL Cl URETHANE (SEE TRIM SCHEDULE SHEET A5) WALL & WAINSCOT W1 PAINTED DRYWALL (GREEN) W2 PAINTED DRYWALL (WHITE) W3 VINYL WALLCOVERING CEILING Cl 2'x2' ACOUSTIC TILE C2 PAINTED DRYWALL (SEE REMARKS) CROWN MOLDING M1 URETHANE (SEE TRIM SCHEDULE SHEET A5) REMARKS 1. ADJUST CEILING HEIGHT TO CLEAR WINDOWS AT JANITORS CLOST #111. WINDOW AND FRAME SCHEDULE MARK MANUFACTURE TYPE SIZE WINDOW FRAME GLASS END ZONE DIST. BUCK OPN'G MATERIAL STYLE LITES SCREENS DESIGN PRESSURE WIDTH HEIGHT STYLE FINISH COLOR INT ZONE END ZONE PANES REMARKS 1 LAWSON INDUSTRIES, INC. SINGLE HUNG 4050 48" 60" ALUMINUM MODULAR COLONIAL NO FLANGE WHITE LOW-E -26.9 +24.7 -32.3 +24.7 DOUBLE 5.8 FEET 1A LAWSON INDUSTRIES, INC. PICTURE 4OWD 48" 24" ALUMINUM CIRCLE TOP FAN NO FLANGE WHITE LOW-E -28.1 +25.9 -34.7 +25.9 DOUBLE 5.8 FEET 2 LAWSON INDUSTRIES, INC. SINGLE HUNG 4050 48" 60" ALUMINUM MODULAR COLONIAL NO FLANGE WHITE LOW-E -26.9 +24.7 -32.3 +24.7 DOUBLE 5.8 FEET 2A LAWSON INDUSTRIES, INC. PICTURE 40WD 48" 24" ALUMINUM CIRCLE TOP FAN NO FLANGE WHITE LOW-E -28.1 +25.9 -34.7 +25.9 DOUBLE 5.8 FEET 3 LAWSON INDUSTRIES, INC. SINGLE HUNG 4050 48" 60" ALUMINUM MODULAR COLONIAL NO FLANGE WHITE LOW-E -26.9 +24.7 -32.3 +24.7 DOUBLE 5.8 FEET 3A LAWSON INDUSTRIES, INC. PICTURE 4OWD 48" 24" ALUMINUM CIRCLE TOP FAN NO FLANGE WHITE LOW-E -28.1 +25.9 -34.7 +25.9 DOUBLE 5.8 FEET 4 LAWSON INDUSTRIES, INC. SINGLE HUNG 4050 48" 60" ALUMINUM MODULAR COLONIAL NO FLANGE WHITE LOW-E -26.9 +24.7 -32.3 +24.7 DOUBLE 5.8 FEET 4A LAWSON INDUSTRIES, INC. PICTURE 4OWD 48' 24" ALUMINUM CIRCLE TOP FAN NO FLANGE WHITE LOW-E -28.1 +25.9 -34.7 +25.9 DOUBLE 5.8 FEET 5 LAWSON INDUSTRIES, INC. SINGLE HUNG 4050 48" 60" ALUMINUM MODULAR COLONIAL NO FLANGE WHITE LOW-E -26.9 +24.7 -32.3 +24.7 DOUBLE 5.8 FEET 5A LAWSON INDUSTRIES, INC. PICTURE 40WD 48" 24" ALUMINUM CIRCLE TOP FAN NO FLANGE WHITE LOW-E -28.1 +25.9 -34.7 +25.9 DOUBLE 5.8 FEET 6 LAWSON INDUSTRIES, INC. SINGLE HUNG 4050 48" 60" ALUMINUM MODULAR COLONIAL NO FLANGE WHITE LOW-E -26.9 +24.7 -32.3 +24.7 DOUBLE 5.8 FEET 6A LAWSON INDUSTRIES, INC. PICTURE 40WD 48" 24" ALUMINUM CIRCLE TOP FAN NO FLANGE WHITE LOW-E -28.1 +25.9 -34.7 +25.9 DOUBLE 5.8 FEET 7 LAWSON INDUSTRIES, INC. SINGLE HUNG 4050 48" 60" ALUMINUM MODULAR COLONIAL NO FLANGE WHITE LOW-E -26.9 +24.7 -32.3 +24.7 DOUBLE 5.8 FEET 7A LAWSON INDUSTRIES, INC. PICTURE 4OWD 48" 24" ALUMINUM CIRCLE TOP FAN NO FLANGE WHITE LOW-E -28.1 +25.9 -34.7 +25.9 DOUBLE 5.8 FEET 8 LAWSON INDUSTRIES, INC. SINGLE HUNG 4050 48' 60" ALUMINUM MODULAR COLONIAL NO FLANGE WHITE LOW-E -26.9 +24.7 -32.3 +24.7 DOUBLE 5.8 FEET 8A LAWSON INDUSTRIES, INC. PICTURE 4OWD 48" 24" ALUMINUM CIRCLE TOP FAN NO FLANGE WHITE LOW-E -28.1 +25.9 -34.7 +25.9 DOUBLE 5.8 FEET 9 LAWSON INDUSTRIES, INC. SINGLE HUNG 4050 48" 60" ALUMINUM MODULAR COLONIAL NO FLANGE WHITE LOW-E -26.9 +24.7 -32.3 +24.7 DOUBLE 5.8 FEET 9A LAWSON INDUSTRIES, INC. PICTURE 40WD 48" 24" ALUMINUM CIRCLE TOP FAN NO FLANGE WHITE LOW-E -28.1 +25.9 -34.7 +25.9 DOUBLE 5.8 FEET 10 LAWSON INDUSTRIES, INC. SINGLE HUNG 4050 48" 60" ALUMINUM MODULAR COLONIAL NO FLANGE WHITE LOW-E -26.9 +24.7 -32.3 +24.7 DOUBLE 5.8 FEET 1OA LAWSON INDUSTRIES, INC. PICTURE 40WD 48" 24" ALUMINUM CIRCLE TOP FAN NO FLANGE WHITE LOW-E -28.1 +25.9 -34.7 +25.9 DOUBLE 5.8 FEET 11 LAWSON INDUSTRIES, INC. SINGLE HUNG 4050 48" 60" ALUMINUM MODULAR COLONIAL NO FLANGE WHITE LOW-E -26.9 +24.7 -32.3 +24.7 DOUBLE 5.8 FEET 11A LAWSON INDUSTRIES, INC. PICTURE 4OWD 48" 24" ALUMINUM CIRCLE TOP FAN NO FLANGE WHITE LOW-E -28.1 +25.9 -34.7 +25.9 DOUBLE 5.8 FEET 12 LAWSON INDUSTRIES, INC. SINGLE HUNG 4050 1 48" 60" ALUMINUM MODULAR COLONIAL NO FLANGE WHITE LOW-E -26.9 +24.7 -32.3 +24.7 DOUBLE 5.8 FEET 12A LAWSON INDUSTRIES, INC. PICTURE 40WD 48" 24" ALUMINUM CIRCLE TOP FAN NO FLANGE WHITE LOW-E -28.1 +25.9 -34.7 +25.9 DOUBLE 5.8 FEET 13 LAWSON INDUSTRIES, INC. SINGLE HUNG 4050 48" 60" ALUMINUM MODULAR COLONIAL NO FLANGE WHITE LOW-E -26.9 +24.7 -32.3 +24.7 DOUBLE 5.8 FEET 13A LAWSON INDUSTRIES, INC. PICTURE 40WD 48 24 ALUMINUM CIRCLE TOP FAN NO FLANGE WHITE LOW-E -28.1 +25.9 -34.7 +25.9 DOUBLE 5.8 FEET 14 LAWSON INDUSTRIES, INC. SINGLE HUNG 4050 48" 60" ALUMINUM MODULAR COLONIAL NO FLANGE WHITE LOW-E -26.9 +24.7 -32.3 +24.7 DOUBLE 5.8 FEET 14A LAWSON INDUSTRIES, INC. PICTURE 40WD 48" 24" ALUMINUM CIRCLE TOP FAN NO FLANGE WHITE LOW-E -28.1 +25.9 -34.7 +25.9 DOUBLE 5.8 FEET 15 LAWSON INDUSTRIES, INC. SINGLE HUNG 4050 48" 60" ALUMINUM MODULAR COLONIAL NO FLANGE WHITE LOW-E -26.9 +24.7 -32.3 +24.7 DOUBLE 5.8 FEET 15A LAWSON INDUSTRIES, INC. PICTURE 40WD 48" 24" ALUMINUM CIRCLE TOP FAN NO FLANGE WHITE LOW-E -28.1 +25.9 1 -34.7 +25.9 DOUBLE 5.8 FEET 16 LAWSON INDUSTRIES, INC. SINGLE HUNG 4050 48" 60" ALUMINUM MODULAR COLONIAL NO FLANGE WHITE LOW-E -26.9 +24.7 -32.3 +24.7 DOUBLE 5.8 FEET 16A LAWSON INDUSTRIES, INC. PICTURE 40WD 48" 24" ALUMINUM CIRCLE TOP FAN NO FLANGE WHITE LOW-E -28.1 +25.9 -34.7 +25.9 DOUBLE 5.8 FEET 17A LAWSON INDUSTRIES, INC. PICTURE 40WD 72" 16" ALUMINUM TRANSOM COLONIAL NO FLANGE WHITE LOW-E -28.1 +25.5 -34.7 +25.9 DOUBLE ja 'Fffi 17B LAWSON INDUSTRIES, INC. PICTURE 4050 24' 16" ALUMINUM TRANSOM COLONIAL NO FLANGE WHITE LOW-E -28.1 +25.5 -34.7 +25.9 DOUBLE 5.0 FEET 17C LAWSON INDUSTRIES, INC. PICTURE 40WD 24" 16" ALUMINUM TRANSOM COLONIAL NO FLANGE WHITE LOW-E -28.1 +25.5 -34.7 +25.9 DOUBLE 5.8 FEET' 18A LAWSON INDUSTRIES, INC. PICTURE 4050 72" 16" ALUMINUM TRANSOM COLONIAL NO FLANGE WHITE LOW-E -28.1 +25.5 -34.7 +25.9 DOUBLE. 5.8 FEET 18B LAWSON INDUSTRIES, INC. PICTURE 40WD 24" 16" ALUMINUM TRANSOM COLONIAL NO FLANGE WHITE LOW-E -28.1 +25.5 -34.7 +25.9 DOUBLE 5.8 FEET 18C LAWSON INDUSTRIES, INC. PICTURE 4050 24" 16" ALUMINUM TRANSOM COLONIAL NO FLANGE WHITE LOW-E -28.1 +25.5 -34.7 +25.9 DOUBLE 5.8 FEET 19A LAWSON INDUSTRIES, INC. PICTURE 40WD 72" 16" ALUMINUM TRANSOM COLONIAL NO FLANGE WHITE LOW-E -28.1 +25.5 -34.7 +25.9 DOUBLE 5.8 FEET 19B LAWSON INDUSTRIES, INC. PICTURE 4050 24" 16" ALUMINUM TRANSOM COLONIAL NO FLANGE WHITE LOW-E -28.1 +25.5 -34.7 +25.9 DOUBLE 5.8 FEET 19C LAWSON INDUSTRIES, INC. PICTURE 4OWD 24" -t-16" ALUMINUM TRANSOM COLONIAL NO FLANGE WHITE LOW-E -28.1 +25.5 -34.7 +25.9 DOUBLE 5.8 FEET ALL RIGHTS RESERVED CORDA d ASSOCIATES ARCHfIECTS©2008 COPYRIGHT REVISIONS 1 8-13-08 v ,n o o Q W I-0 F--I O cn � W W O N o 0 w rn I o0 I 04 00 0 co wM J LL 9 O. TD co V1 z z Q U �w z Ld Q N N O DATE: 5/30/08 SCALE: AS NOTED JOB NO.: 27013 SHEET: A6 OF 22 SHEETS r, 14'-3" A.F.F. TOP OF GIRDER TRUSS ,,, O'-0" A.F.F. TOP FL SLAB 17'-0" A.F.F. TOP OF GIRDER TRUSS r, 13'-4" A.F.F. TOP OF COLUMN ol, 0'-0" TOP FL SLAB PAIINTED URETHANE ARCHITRAVE MOLDING n11\ITrn I Inrri il\Ir ^^r%Li V^r PAINTED SAND FINISH STUCCO PAINTED URETHANE CORNICE MOLDING PAINTED (SAND FINISH) STUCCO UAKKIAUt LIUMI ArrKuA. y0 MLUMINUM MIMI UVURJ, - I ABOVE FLOOR GLASS TRANSOM, AND It SIDELIGHTS SEALED BRICK VENEER 2 A5 CJ ZEPHYRHILLS OFFICE VIEW FROM EILAND BLVD. (SOUTH ELEVATION' 1/4"=1'-O" LAMINATED SHINGLES .. ,....;....: Ionsol loom I-- - - - - - - - - - - - - - ---- ---- - - - v - - - - - - ----- -------- - - - - - - ------------------- - ---------------- ---- L- - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------J r SEALED BRICK VENEER PAINTED URETHANE WINDOW ARCH CARRIAGE LIGHT (WALL MTD BEHIND ALUMINUM ENTRY DOORS,GLASS TRANSOM, AND PAINTED URETHANE WINDOW TRIM COLUMN) APPROX. iOX. 96" ABOVE FLOOR SIDELIGHTS I -- — — — — — — VIEW FROM FT. KING HWY. (EAST ELEVATION' 1 /4"=1'-0" ALUMINUM FAN WINDOW (TYPICAL) ALUMINUM PICTURE WINDOW (TYPICAL) PAINTED URETHANE WINDOW PANEL (TYPICAL) FIN. FL. PANEL (TYPICAL) WINDOW (TYPICAL) LED TRAFFIC CONTROL SIGN PAINTED URETHANE CORNICE MOLDING it L �- rL 1 L— — SEALED BRICK VENEER PAINTED URETHANE MOLDING L� — J �J r - -I L CONCRETE ISLAND — CORBELED BRICK CAP NOTE: CONTRACTOR SHALL FILED VERIFY ALL DIMENSIONS BEFORE ORDERING ANY TRIM PRODUCTS PAINTED URETHANE CORNICE MOLDING PAINTED (SAND FINISH) STUCCO PAINTED URETHANE ARCHITRAVE MOLDING ALUMINUM FAN WINDOW (TYPICAL) PAINTED SAND FINISH IIIIIII IIIIIII STUCCO NOTE: SEE INTERIOR & EXTERIOR TRIM SCHEDULE FOR TRIM MANUFACTURER AND MODEL NUMBERS LJ-- J rL- � L-- J 14'-3" A.F.F. TOP OF GIRDER TRUSS 1VI VI VIIIV TMLL 0'-0" A.F.F. TOP FL SLAB co PAINTED FIBERGLASS 8" DIA. STRAIGNT FLUTED IONIC COLUMN WITH SCAMOZZI CAP AND ATTIC BASE (MELTON CLASSICS 245SC-FLUTED) ALL RIGHTS RESERVED ONO & ASSOCIATES ARCHITECTS ©M COPYRIGHT REVISIONS 1 8-13-08 1 O L O 00 C x cr- Q F�--1 F—I W W O N o W I rn I 04 00 0 00 r� U-) V 1 N�j J J O. cn � z z U �w z LLI .Q a r�l N F� N O DATE. 5/30/08 SCALE. AS NOTED JOB NO.: 27013 SHEET: A7 OF 22 SHEETS 91 9'-0" A.F.F. TOP OF COLUMN PAINTED FIBERGLASS 8" DIA. STRAIGNT FLUTED IONIC COLUMN WITH SCAMOZZI CAP AND ATTIC PAINTED URETHANE PAINTED SAND FINISH BASE (MELTON CLASSICS 245SC-FLUTED) ARCHITRAVE MOLDING r- STUCCO 9'-0" 0'-0" A.F.F. :.:..:..:.:.......:. ..%.; i....i.;.i.... .. i... i....... i.. TOP OF ISLAND L� - - L-I L -1 J L-1- - I-J L _ _j CONCRETE ISLAND CORBELED BRICK CAP NOTE: CONTRACTOR SHALL FILED VERIFY ALL DIMENSIONS BEFORE ORDERING ANY TRIM PRODUCTS NOTE: SEE INTERIOR & EXTERIOR TRIM SCHEDULE FOR TRIM MANUFACTURER AND MODEL NUMBERS PAINTED SAND FINISH STUCCO LAMINATED SHINGLES ALUM. WALL CAP (PAINT SAME COLOR AS BRICK) 2 AS CJ i ' ZEPHYRHILLS OFFICE I ALUMINUM FAN MEN WINDOW (TYPICAL) f1 son �Y moll ALUMINUM PICTURE ■�' II 1��� MEMO 11 oil oil III Room WINDOW (TYPICAL) moll ONE oil NONE MEN �0010101 Nonni so -on imil 111111 oil IIIMon 17'-0" A.F.F. TOP OF GIRDER TRUSS 13'-4" A.F.F. TOP OF COLUMN 0'-0" TOP FL SLAB LT_ I---------- — --— — — — — — — — — --�__---------------- — — — — —t—— — — — — — — — — --� L----------- — --— — — — — — — — — — — — — — — — — — ----------- --------------I---j SEALED BRICK VENEER PAINTED URETHANE I ALUMINUM ENTRY DOORS, PAINTED URETHANE WINDOW ALUMINUM PICTURE PAINTED URETHANE WINDOW TRIM WINDOW ARCH GLASS TRANSOM, AND I PANEL (TYPICAL) WINDOW (TYPICAL) SIDELIGHTS ` VIEW FROM TRADITIONS LANE (WEST ELEVATION) 1/4"=1'-0 P - - REAR VIEW FROM DRIVE-IN TELLERS (NORTH ELEVATION) F"'"" mVW".tJ `M"""" �"', `"0 1/4"=1'-0" 550-320-16) ALL MGM RESERVED CORM k ASSOCIATES AR(:HfiECIS02M COP'YR W REVISIONS 1 8-13-08 IN b o o "e 0 O oww � w w O N �c:> 0 w� 04 00 00 rr� Ln Ln V 1 to wrn J LL F- D J . rO rV1 � V1 Z U W Z W Q F� N lNN1 N O DATE: 5/30/08 SCALE: AS NOTED JOB NO.: 27013 SHEEP: A8 OF 22 SHEETS I f I I I I A10 � ,:.. ---� fi I AA -- I 3 SIDE PORTICO 3 1/4"=1'-0" (COLUMN CENTER LINE r Aj BUILDING LONGITUDINAL SECTION 1 /4"=1'-0" ALL RH;n RESERVER COROA h AMCKIES ARCHfIECIS©2008 COPYI2IGHI REVISIONS a cn C, cno �o oww 0-4 �ww 0 N U CD 0 C--� �M oomdo Oo ao Ln �Lr) _l LL J . rO V1 Z Z Q U v W o� � Z W N FNN� N d- O DATE. 5/30/08 SCALE: AS NOTED JOB NO.: 27013 SHEET: A9 OF 22 SHEETS VERIFY AND ADJUST AS REQUIRED FOR CORNICE MOLDING 103" 17'-0" A.F.F. TOP OF GIRDER TRUSS a0 PRE-ENGINEERED (PARALLEL CORD) FLAT WOOD GIRDER TRUSS -SEE ROOF FRAMING PLAN MIN. 5/8" STUCCO ON 1/2" CEMEMT BOARD OVER 30# FELT AND 2x4 STUDS FRAMING 0 16" O.C. WOOD GIRDER TRUSS TO COLUMN - CONNECTOR (SEE CONNECTOR SCHEDULE) 6x6 WOOD COLUMN (STURCTURAL SUPPORT) Z J U I K o HOLLOW FIBERGLASS COLUMN (NON -LOAD BEARING) SEE o EXTERIOR TRIM SCHEDULE COLUMN TO SLAB CONNECTION (SEE CONNECTOR SCHEDULE) SEE FOOTING SCHEDULE COLUMN CENTER LINE I 12" 1 I 1 I I I I I FRONT PORTICO PRE-ENGINEERED WOOD TRUSS PRE-ENGINEERED TRUSS FALSE BOTTOM (HUNG FROM TRUSS BOTTOM CORD) MIN. 5/8" STUCCO ON 1/2" CEMEMT BOARD OVER 30# FELT NOTE: VERIFY PLINTH DIMENSIONS, IF WIDTH IS DIFFERENT THAN SHOWN THEN ADJUST COLUMN/BASE LOCATIION FOR A MIN. 2" SLAB EDGE OFFSET AND ALSO ADJUST ROOF/CEILING ASSEMBLY ABOVE cn I � CV W VERIFY AND ADJUST AS 7 REQUIRED FOR CORNICE MOLDING 14'-3" A.F.F. TOP OF GIRDER TRUSS PRE-ENGINEERED (PARALLEL CORD) FLAT WOOD GIRDER TRUSS -SEE ROOF FRAMING PLAN MIN. 5/8" STUCCO ON 1/2" CEMEMT BOARD OVER 301 FELT AND 20 STUDS FRAMING 0 16" O.C. WOOD GIRDER TRUSS TO COLUMN - CONNECTOR (SEE CONNECTOR SCHEDULE) COLUMN CENTER LINE I I I I I I I 6x6 WOOD COLUMN (STURCTURAL SUPPORT) I I HOLLOW FIBERGLASS COLUMN (NON -LOAD BEARING) SEE EXTERIOR TRIM SCHEDULE I COLUMN TO SLAB CONNECTION (SEE CONNECTOR SCHEDULE) SEE FOOTING SCHEDULE �E SIDE PORTICO PRE-ENGINEERED WOOD TRUSS PRE-ENGINEERED TRUSS FALSE BOTTOM (HUNG FROM TRUSS BOTTOM CORD) MIN. 5/8' STUCCO ON 1/2" CEMEMT BOARD OVER 30# FELT NOTE: DIMENSIONS ARE TO EDGE OF STRUCTURAL FRAMING PLINTH 16-d" SQUARE I VERIFY AND ADJUST AS COLUMN CENTER LINE REQUIRED FOR CORNICE MOLDING I --- PRE-ENGINEERED WOOD TRUSS PRE-ENGINEERED (PARALLEL CORD) " FLAT WOOD GIRDER TRUSS -SEE o ROOF FRAMING PLAN MIN. 5/8" STUCCO ON 1/2" CEMEMT BOARD OVER 30# FELT COLUMN CAP (SEE DETAIL #8 ON AND 20 STUDS FRAMING 0 16" SHEET A3 O.C. WOOD I I I I I MIN. 5/8" STUCCO ON 1/2" I I I I I I I I CEMEMT BOARD OVER 30# FELT I I I I I I I I 1 HOLLOW FIBERGLASS COLUMN co (NON -LOAD BEARING) SEE i I STEEL TUBE COLUMN (SEE DETAIL #8 EXTERIOR TRIM SCHEDULE ON SHEET A3) o_ z i II I I rn z U I I I 0 i i PLINTH 10-j" SQUARE o I r CONCRTE FILL STEEL I I CONCRETE AND BRICK PIER " PIPE BOLLARD (SEE i �'. I i o (SEE DETAIL ON SHEET A3) co SHEET A3) i f• ' I i '� CV ' CONCRETE ISLAND I f• • "••I I I 0'-0" A.F.F. TOP OF ISLAND `D TOP OF PAVEMENT SEE FOOTING SCHEDULE L_--------_ DRIVE-THRU TELLERS ALL ROn RESERVED CORDA R ASS"TB MOMIECISom COPYRIGHT REVISIONS 1 8-13-08 a bC=) o �a¢ Q Q W Q O N I,4 o wo rn I rn 04 �00 0 00 L0 W � J l.L_ F- J O. w 4 z z Q U v w 00 � z w Q F� N O DATE: 5/30/08 SCALE: AS NOTED JOB NO.: 27013 SHEET: A10 OF 22 SHEETS tF� -I NAILING SCHEDULE JOINT DESCRIPTION NAILING TYPE OF NAILS NAIL SPACING ROOF FRAMING TRUSS TO TOP PLATE TOE -NAILED 4-8d PER TRUSS BUILT-UP GIRDERS AND BEAMS TOE -NAILED 20d ' D.C. 0 TOPJBOTTOM STAGGERED RAFER PLATE TOE -NAILED 3-16d EACH END BLOCKING TO RAFTER TOE -NAILED 2-8d EACH END WALL FRAMING BUILT-UP CORNER STUDS FACE -NAILED 1-16d 30' O.C. TOP PLATE TO TOP PLATE FACE -NAILED 2-10d 16" O.C. TOP PLATE, LAPS AND INTERSECTIONS FACE -NAILED 2-16d JOINTS - EA SIDE STUD TO STUD FACE NAILED 10d 24' O.C. STUD TO SOLE PLATE TOE -NAILED 2-16d 16' O.C. AT EDGES DOUBLED STUDS FACE NAILED 16d 24' O.C. DOUBLED TOP PLATES FACE NAILED 16d 16' O.C. CONTINUOUS HEADER, TWO PIECES FACE NAILED 16d 16" O.C. AT EDGES CONTINUOUS HEADER TO STUD TOE -NAILED 3-16d EACH END TOP OR BOTTOM PLATE TO STUD END -NAILED 2-16d PER 20 PLATE BOTTOM PLATE TO BANDJOIST FACE -NAILED 2-16d PER FOOT SOLE PLATE TO JOIST OR BLOCKING FACE -NAILED 1-16d PER FOOT FLOOR FRAMING JOIST TO TOP PLATE OR GIRDER TOE -NAILED 2-16d PER JOIST BLOCKING OR BRIDGING TO JOIST TOE -NAILED 2-8d EACH END 1 x6 SUBFLOOR OR LESS TO EA JOIST FACE -NAILED 2-8d PER JOIST *OVER 1x6 SUBFLOOR TO EA JOIST FACE -NAILED 3-8d PER JOIST 2' SUBFLOOR TO JOIST OR GIRDER BUND FACE -NAILED 2-16d PER JOIST 2' PLANKS BUND FACE -NAILED 1-16d OPER PLANK BAND JOIST TO JOIST END -NAILED 3-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE TOE -NAILED 8d 6" O.C. CEIING JOISTS TO PARALLEL RAFTERS FACE -NAILED 3-16d PER JOIST CEIING JOISTS, LAPS OVER PARTITIONS FACE -NAILED 3-16d PER JOIST CEIING JOISTS TO PLATE TOE -NAILED 2-16d PER JOIST ROOF SHEATHING WOOD STRUCTURAL PANELS 4' PERIMETER EDGE ZONE PANEL EDGES 8d 4' O.C. WOOD STRUCTURAL PANELS 4' PERIMETER EDGE ZONE PANEL FIELD 8d 6' O.C. WOOD STRUCTURAL PANELS INTERIOR ZONE PANEL EDGES 8d 6' O.C. WOOD STRUCTURAL PANELS INTERIOR ZONE PANEL FIELD 8d 12' O.C. CEIUNG SHEATHING 1 2' GYPSUM WALLBOARD DW SCREWS 1-3 8' 7' O.C. 5 8' GYPSUM WALLBOARD DW SCREWS 1-1/2' 7' O.C. WALL SHEATHING *OVER 1x6 SHEATHING TO EACH BEARING FACE -NAILED 3-8d EACH END 1x6 SHEATHING OR LESS TO EACH BEARING FACE -NAILED 2-8d EACH END 1 2' GYPSUM WALLBOARD DW SCREWS 1-3/8' 8' O.C. 5 8' GYPSUM WALLBOARD DW SCREWS 1-1 2" 8' O.C. WOOD STRUCTURAL PANELS 4' EDGE ZONE PANEL EDGES 8d 6' O.C. WOOD STRUCTURAL PANELS 4' EDGE ZONE PANEL FIELD 8d 12" O.C. WOOD STRUCTURAL PANELS INTERIOR ZONE PANEL EDGES 8d 6' O.C. WOOD STRUCTURAL PANELS INTERIOR ZONE PANEL FIELD 8d 12" O.C. FLOOR SHEATHING STRUCTURAL PANELS PANEL EDGES 8d 6' O.C. STRUCTURAL PANELS PANEL FIELD 8d 12" O.C. ;PLUS 1 NAIL FOR EACH SIZE INCREASE **2 AT ENDS AND AT EACH SPLICE, 2 EACH BEARING f ADD 2x4 I I 12d NAILS ® 16" O.C. I TRUSS VERTICAL UPLIFT CONNECTORS (SEE SCHEDULE) 2-16d NAIL THRU TRUSS BOTTOM CORD INTO 2x4 BLOCKING WOOD GIRDER TRUSS AMIN n..A 'r^ T[]I Inn V["IMrit AI n WHICH GABLE BRACING 2x4 STAGGERED BLOCKING ® 48" O.C. INSTALLED IN FIRST TWO FRAMING SPACES FROM GABLE END TRUSS ROOF TRUSS 2x4 TRUSS BRACE WITH 3-16d NAILS EACH END ® 6'-0" O.C. 2-16d NAILS INTO EACH END OF BLOCKING & END NAILED 2x4 STAGGERED BLOCKING ® 48" O.C. INSTALLED IN FIRST TWO FRAMING SPACES FROM GABLE END TRUSS RADIANT BARRIER PRE -ENGINEERS[ R-19 UNFACED INSULATION ABM SMPSON EMBED[ HURRICANE TIE I EACH TRUSS BEARING POINT URETHANE CORN SEE DETAIL #5 ALUMINUM FAN STEEL REINFORC ALUMINUM PICTL SEE DETAIL #5, 8" C.M.U. WALL 8' C.M.U. HEAD FINISH GRADE (V CONCRETE F001 (SEE FOOTING TYP. WALL SECTION THRU-WINDOW 3/4"=1'-0" ��l KIVt-1 M" I tLLt 5S =1'-0" 5/8'CDX PLYWOOD OVER GAF "DECK ARMOR" UNDERLAYMENT i i i i METAL DRIP FLASH / i i i i ALUMINUM GUTTER n IJ� i i TRUSS PLUMB HEIGHT 1 x 8 WOOD FASCIA 2x WOOD CORNICE SUPPORT FRAMING L ACOUSTIC TILE CEILING 16" HIGH COMPOSITE BOND URETHANE CORNICE MOLDING BEAM (2 KNOCK -OUT BLOCK) WITH 1#5 TOP AND 1#5 BOTTOM IN FULLY GROUTED CELLS 9 GA. (LADDER TYPE) HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICAL - TYPICAL 1#5 REBAR IN FULLY GROUTED CELLS FROM FOOTING TO BOND BEAM AT 4' O.C. MAX. UNLESS NOTED OTHERWISE- PROVIDE STANDARD 90 DEGREE HOOK 9 GA. METAL WALL TIE A MAX. 24" VERTICAL AND 36' HORIZONTAL 8"x8'x16" CONCRETE BLOCK 1/2" GYP. BD. OVER R4.3 RADIANT BARRIER AND 3/4" P.T. WOOD FURRING A 24' FURRING OPTION: 7/8" GALV. HAT CHANNEL A 24" O.C. 4'x 2-2/3"x8" MODULAR BRICK _---_,�� 1 Eff CONSTRUCTION ICK/BLOCK FULL 3/8' PARGE COAT - (BACKPLASTER) ON FACE OF CONCRETE BLOCK v�I1 1 Z I %�+Ii i T1 I / i— 4" CONCRETE FLOOR SLAB 8' C.M.U. HEADER BLOCK FINISH GRADE (VARIES) 4"x8"x16" BLOCK BELOW GRADE o 4. CONCRETE FOOTING °• " ;• (SEE FOOTING SCHEDULE) 'd , G ,. U�IAL WALL SECTION N 0 I CV ALL RIGHTS RESERVED CORDA k ASMTES ARCFMfECIS ®2M COPYRIGHT REVISIONS 1 8-13-08 b � rn cn O o H H Qom W H E..j F� I00004 �nn W O N r� w o wo rn E-4 I 0__4 co rn I 00 04 00 J W NJ O. � cn z U cW pd � z W Qi Q N F� N 0 DATE' 5/30/08 ALE' AS NOTED JOB NO.: 27013 SHEET. All OF 22 SHEETS 17 Min E 0 CV) EM 19 max 48 min Lavatory Clear Floor Space 36 min � c � i o clear \ floor space pull side Front Approach - Swinging Door " 56 min "w. wall mounted w.c. 59 min 1w. flr. mounted w.c. Standard Stall (end o-F row) 30 ALUMINUM DO""" R 3x4 ALUMINUM DOWNSPOUT (8)LOCATIONS 6" ALUMINUM GUTTER 30 ALUMINUM DOWNSPOUT 36 min 36 min 12 min 1 12 min i I I M Back Wall Grab Bars at Water Closets 3� E 00 o v Free —Standing Fountain or Cooler 17-19 toilet paper Side Wall Grab Bars at Water Closets equipment permitted In shaded area x E d m s E h �0 cu M 8 min 16 max Spout Height and Knee Clearance x paper towel dispenser �- soap dispenser or bottom of mirror c C x x E E E E N M a' 6 max � 8 min knee clearance toe clearance 17 min depth Lavatory and Accessories alternate door location a QI 12 max 52 min 56 min - Jd r x w. wall mounted w.c. 42 min latch 59 min w. flr, mounted w.c, approach only other approaches 48 min Standard Stall LS ,E )EL NO. 585 155 3944 (12 GAL BASKET k 3206x36 3206x42 ' CODE FOR BUILDING 30 ALUMINUM DOWNSPOUT 6" ALUMINUM GUTTER 3MC GRANITE COUNTER TOP WTIH BEVELED EDGES AT HORIZONTAL SURFACES (COLOR SIMILER TO DADE CITY OFFICE) 30 ALUMINUM DOWNSPOUT I PAPER TOWEL DISPENSER/WASTE RECEPTACLE TOILET ELEVATION 5'-0" 1'-94" I B1 66 B1 66 ' NOTE: TELLER UNIT CONSTRUCTION, STYLE, - MATERIALS, SIZE, ETC. I' SHALL BE SIMILAR TO PI) DADE CITY OFICE TELLER UNIT PLAN NOTE: PANEL MOLDING ON FRONT FACE OF TELLER UNIT SHALL BE LOCATED AS SHOWN IN ELEVATION #2 SHEET A15 ENLARGED TOILET PLAN NOTE: TOILET ACCESSORIES AT MEN'S RESTROOM ARE SIMILAR TO THOSE IDENTIFIED FOR THE WOMEN'S RESTROOM PO TOILET ELEVATION TILE BASE SAME — MATERIAL AS FLOORING IN FRONT OF TELLERS CHERRY VENEER OVER - PLYWOOD (COLOR TO MATCH DADE CITY OFFICE) 3'-4" 4 4 � I � � " I a 3'-0" CABINET #241 �3/LLER UNIT SECTION HC CLEAR T-TURN HC MANEUVERING CLEARANCE AT DOOR HC MANEUVERING CLEARANCE AT DOOR URETHANE CHAIR RAIL BELOW GRAB BAR (ADJ. HEIGHT AS NECESSARY) GRAB BAR TOILET PAPER HOLDER WOOD BASE ALL MGHTS RESEIM CORDA R ASSOMTES ARCHRECTS©2008 OWMGHT REVISIONS D �, N o '6 'd bo o �1 Y 0 p4 Q O W h�i E M--�1 O W W O N F-�-I iJo 0 W rn I rn I� 00 00 J Li J O. � cn � z z Q U W Z W N F�1 N O DATE 5/30/08 SCALE. AS NOTED JOB NO.: 27013 SHEET: Al2 LF 22 SHEETS V_ FASTEN TO STRUCTURE AS REQUIRED TO BRACE WALL 12'-0' OIL PROVIDE R-19 BATT TOP OF STUD WALLT UNFACED INSULATION OVER CEILINGS 1 l'-4' LOBBY CEILING HT. 'V LAY -IN ACOUSTICAL TILE OR GYP. BD. CEILING — SOUND BATTS AT RESTROOM AND MECHANICAL WALLS AND WHERE NOTED ON THE FLOOR PLAN 1/2' GYPSUM BOARD (BOTH SIDES) ON 3-5/8- 25 GA. METAL STUDS 0 24* O.C. USE 6' STUDS AT TOILET PLUMBING WALLS (SEE FLOOR PLANS) OPTION: 2x4 WOOD STUDS 0 24" O.C. PAINTED WOOD CHAIR RAIL WITH PANEL MOLDING BELOW (SEE INTERIOR WALL ELEVATIONS AND TRIM SCHEDULE) BASE (SEE FINISH AND TRIM SCHEDULES) CONCRETE FLOOR SLAD----\ 0 a- IVA BRICK VENEER — 80 C.M.U. WALL- SEE FOOTING SCHEDULE TYPICAL PARTITION 4' CONCRETE SLAB W/ 6x6x/1.4x1.4 W.W.F. '--6 MILL VAPOR BARRIER LCOMPA171D CLEAN FILL 7 TELLER CURB DETAIL 1/2' GYPSUM BOARD 1/2' GYPSUM BOARD-- 3-5/8 GALV. METAL STUD 3-5/8' GALV. METAL STUD— URETHANCE CASING ------------- URETHANE CASING(SEE SCHEDULE) - (SEE SCHEDULE) DOOR SEE DOOR SCHEDULE PAINTED EURTHAN DOOR - SEE DOOR SCHEDULE- MOLDING HEAD MIN. 3/8' PARGE HEAD OVER CONCRETE THRU-WALL FLAS FAINTED URETHAN (SEE SCHEDULE) WEEPS 0 24" 0. 3.50.50/16" Cl ANGLE LEDGER 2x4 STUD BLOCKING 2x4 STUD BLOCKING 1/2' GYPSUM BOARD / - 1 GYPSUM BOAR 3-5/8" GALV. METAL STUD—: 3-5/8' GALV. METAL STUD URETHANE CASING URETHANE CASING (SEE SCHEDULE) MODULAR BRICK VENEER (SEE SCHEDULE) 3/4' WOOD JAMB DOOR -SEE DOOR SCHEDU 3/4' WOOD JAMB PAINTED URETHANE VERTICAL DOOR - SEE DOOR SCHEDULE WINDOW TRIM TO MATCH ARCH _J (MELTON CLASSICS CH 0) HEAD CONTINUOUS CAULKING ALUMINUM FRAME JAMB GLAZING ALUMINUM FRAME - CONTINUOUS CAULKING DOOR - SEE DOOR SCHEDULE ALUM. SILL FLASHING URETHANE CASING CONTINUOUS CAULKING - (SEE SCHEDULE) DOOR - SEE DOOR SCHEDULE 3-5/8' GALV. METAL STUD METAL THRESHO AT 1/2- GYPSUM BOARD— EXTERIOR DOORS URETHANE WINDOW PANELS CELL BLOCK FINISH FLOOR INTERIOR WINDOW INTERIOR DOOR HEAD JAMB EXTERIOR WINDOW FURRING OPTION: 7 8 GALV. HAT CHANNEL 0 24* O.C. 1/2" GYP. BD. OVER R4.3 RADIANT BARRIER AND 3/4- P.T. WOOD FURRING 0 24" GALV. METAL CORNER BEAD 3/4' PINE STOOL URETHANE CHAIR RAIL (ADJUST HEIGHT TO FIT TIGHT AGAINST BOTTOM OF STOOL) P.T. WOOD BLOCKING GROUT FILLED CELLS BELOW WINDOW SILL 1/2" GYP. BD. OVER R4.3 RADIANT BARRIER AND 3/4' P.T. WOOD FURRING 0 24' ALL RIGHTS RESERVED CORDA & ASSWATr WATTECTSC)= COMM REVISIONS 5 c C) 0 r4 Imo I 00 cy) I N) 04 Oc 00 V) v) ui Z z Z ('4 Fri 04 Id - It O DATE: 5/30/08 SCALE: AS NOTED JOB NO.: 27013 SHEET: A 13 OF 22 SHEETS o- co Lo I I In 00 I in col 'co in in 7'-l" NOTE: 1. CENTER ALL CEILING GRIDS AS SHOWN. 2. SEE ELECTRICAL DRAWINGS SHEET E1 FOR FIXTURE SCHEDULE. 3. SEE SPECIFICATIONS ON SHEET Al AND FIHISH SCHEDULE ON SHEET A6 FOR A DESCRIP11ON OF INTERIOR AND EXTERIOR CEILING MATERIALS. � REFLECTED CEILING PLAN 13'-0" 12'-0" 6'-1" IN m 0 11'-4 1*1 w fe lJ N w N �1 m m ALL RIGFiIS RESERVED ODRDA R ASSOCIATES ARCHRECTS®2008 COP'MW REVISIONS 1 8-13-08 NC gen` �o �Q O F T4 � w w o N w �( 0 w� �0 �(D `n �MM 0, od NW� W M• Oo J 3 J . rO rr 1 in LLJ V1 Z Z Q U W p� :D Z W Q CV N N Mom) t O DATE. 5/30/08 SCALE: AS NOTED JOB NO.: 27013 SHEET: A14 OF 22 SHEETS a f i cV SAME AS EXTERIOR TRIM URETHANE WINDOW CASING BLINDS ON OFFICE SIDE URETHANE DOOR CASING URETHANE CROWN MOLDING (TYPICAL WHERE SHOWN) SEE SPECIFICATIONS 1 NEEDED TO HOROZONTALLY ALIGN DOOR AND WINDOW ---- ---- NOUN � � ■_■_I � � I■pIJ���■ � � ��� ii I oil I iii I rill L WOOD BASE L URETHANE CHAIR RAIL URETHANE DOOR CASING URETHANE CROWN MOLDING 1 #102 LOBBY SA ELEV. I 0 I co TELLER UNTS-CHERRY VENEER IJ ALIGN TOP/BOT PANEL FINISH OVER PLYWOOD MOLDING CONSTRUCTION _ I IRF AN17 ranWM unl nlur_ RAUF AC FYfFRInR TRIU d- I 0 I 00 URETHANE CHAIR RAIL TILE BASE SAME MATERIAL AS FLOORING IN FRONT OF TELLERS URETHANE ARCH WINDOW CASING WALL ABOVE CHAIR RAIL - PAINTED GREEN TO MATCH DADE CITY OFFICE URETHANE WINDOW CASING Mimi 111�11!111"m FEININIMIN -- WAINSCOT PAINTED WHITE URETHANE PANEL MOLDING L WOOD BASE I URETHANE PANEL MOLDING #102 LOBBY N" ELEV. SAME AS EXTERIOR TRIM F, U 11-111 141111-111111-111111Uji IIIIii All LIU L=j WAINSCOT PAINTED WHITE L URETHANE PANEL MOLDING I WOOD BASE URETHANE CHAIR RAIL NOTE: ALL TRIM PAINTED WHITE (TYPICAL) URETHANE PANEL MOLDING IL PAINTED WOOD BASE ` J ` #102 LOBBY EA ELEV. CHERRY LEGS AND SKIRTS TO MATCH TELLER #102 LOBBY W. ELEV. HAMILTON SAGE #HA-1000 UPSEND 3 1/4"=1'-0" UNITS 4 l/4"=1 c TELLER UNIT -SEE EUIP. SPECS #113 TELLER AREA CABINETS: PROVIDE 1 /2" OVERLAY WOOD HAMILTON SAFE #315D DRIVE -UP TELLER WINDOW -SEE EQUIPMENT SHOP DRAWINGS 4" GRANITE SPASH DOORS AND DRAWER FACES SEE PREMIER HAMILTON TELLER WINDOW - SEE EUIPMENT (ARCH DESIGN) WITH CHERRY EQUIPMENT SPECS FOR SIZE SPECS EQUAL EQUAL et 3CM GRANITE COUNTER TOP FINISH OF METAL UDERCOUNTER 7 UNITS Al2 ::D:E:A:L:DRW..E..R.....:..:....:.:.:.:.:..:........:..:.... rn:::::.............................. DROPPED SOFFIT :::::::::::::::: :::::::::::::: 3CM GRANITE COUNTER TOPS 77— I t 241 1 204 1 241 1204 1 241 11 204 1 241 1 URETHANE PANEL MOLDING WOOD BASE URETHANE CHAIR RAIL 2" PLASTIC LAMINATED SKIRT 5" WAINSCOT PAINTED WHITE (SUPPORT) URETHANE CHAIR RAIL FIELD VERIFY #125 CONFERENCE RM #109 WORKROOM 7 1/4 "=1'-0" j 1 /4"=1'-0" 6'-5" 5'-5" FIELD VERIFY 9 #109 WORKROOM CLEAR TEMPERED GLASS (TYPICAL) URETHANE CROWN MOLDING BLINDS (TYPICAL WHERE SHOWN) SEE SPECIFICATIONS URETHANE CHAIR RAIL TELLER STATIONS: CONTRACTOR TO MATCH CONSTRUCTION SIMILAR TO DADE CITY OFFICE. TELLER UNTS-CHERRY VENEER FINISH OVER PLYWOOD CONSTRUCTION -ALSO SEE TELLER LINE FRONT ELEVATION ABOVE WALL ABOVE CHAIR RAIL OR BASE - CABINETS PAINTED GREEN TO MATCH DADE CITY OFFICE 0 I 0 WOOD BASE �-- SEE SPECIFICATIONS SHEET Al w WAINSCOT PAINTED WHITE NOTE: ALL TRIM PAINTED WHITE (TYPICAL) ADJUST WINDOW HEIGHT AS NEEDED TO HOROZONTALLY ALIGN DOOR AND WINDOW CASING URETHANE TRIM AT MULLION TRIM WALL ABOVE CHAIR RAIL PAINTED GREEN TO MATCH DADE CITY OFFICE INTERIOR & EXTERIOR TRIM SCHEDULE CROWN MOLDING URETHANE MELTON CLASSICS 550-138-16 SEE FINISH SCHEDULE DOOR CASING URETHANE MELTON CLASSICS 550-110-16 MOLDING M WINDOW CASING URETHANE MELTON CLASSICS 550-110-16 MOLDING INCLUDES INTERIOR OFFICE/CONF WINDOWS WINDOW CASING URETHANE MELTON CLASSICS 550-110-48 ARCH O w WINDOW MULLION TRIM URETHANE MELTON CLASSICS 550-446-12 INTERIOR OFFICE/CONF WINDOWS z — BASEBOARD WOOD C&M MILLWORK #688 ALL ROOMS LESS MECHANICAL ROOM CHAIR RAIL URETHANE MELTON CLASSICS 550-114-16 SEE FINISH SCHEDULE PANEL MOLDING URETHANE MELTON CLASSICS 550-118-16 LOBBY, CUSTOMER SERVICE, CONF ROOMS CORNICE MOLDING URETHANE MELTON CLASSICS 550-306-12 ARCHITRAVE MOLDING URETHANE MELTON CLASSICS 550-320-16 WINDOW TRIM - STRAIGHT URETHANE MELTON CLASSICS 150-170 WINDOW TRIM - ARCH URETHANE MELTON CLASSICS 150-170-48 ARCH cif WINDOW PANEL URETHANE MELTON CLASSICS 850-101-34-48 0 FLUTED PILASTER URETHANE MELTON EL ON CLASSICS - 351-200 9 x CROSSHEAD URETHANE MELTON CLASSICS 350-360-10 w ACORN PEDIMENT -CROSSHEAD URETHANE MELTON CLASSICS 350-360-20 8" FIBERGLASS COLUMN FIBERGLASS MELTON CLASSICS 8"-245SC-FLUTED 12" FIBERGLASS COLUMN FIBERGLASS MELTON CLASSICS 12"-245SC-FLUTED 1-16" FIBERGLASS COLUMN FIBERGLASS MELTON CLASSICS 16"-245SC-FLUTED NOTE: ALL INTERIOR AND EXTERIOR TRIM TO BE PAINTED - SEE SPECS 10 #123 BREAK RM 1/ 4"-1'-0" " #123 BREAK ROOM CABINETS: PROVIDE 1/2" OVERLAY WOOD DOORS AND DRAWER FACES (ARCH DESIGN) WITH CHERRY FINISH 12" DEEP WALL CABINETS (2) ADJUSTABLE SHELVES o 0 4" GRANITE SPASH 3CM GRANITE COUNTER TOP 25" DEEP 24" DEEP BASE BABINETS ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... . ...................... ....................... ....................... ....................... ........................ ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ..,...-'­ 04 4" GRANITE SPASH 3CM GRANITE COUNTER TOP 2" WOOD SKIRT (SUPPORT) WITH CHERRY FINISH TO MATCH COLOR OF TELLER STATIONS OPEN BELOW PAINTED GRADE WOOD BASE 11 #115 #116 COUPON BOOTH 1/4" 00" ALL RIMM RESERVED CORDA & ASSOCIATES ARCHRECTS®20DB COPYRIGHT REVISIONS b o � o �o 0 Q M� W o W F� M--1 W Q ~ W O N E-+ U o o rn w I OO cQ rn I old OO 00 J L.L. I— D J O. V) �z z Q U W Z W O DATE. 5/30/08 SCALE. AS NOTED JOB NO.: 27013 SHEEP: A15 OF 22 SHEETS i N,/rj�L10 L11 L12 L13 I 3 I I10- CV / I ocn /a c 1 I j /., I c 1 / o VALLEY TRUSS SET I / " (TYPICAL) L9 \ 00, oc I N r / I N co P_-, - Fx VA 3 I 5 —4 — ♦ / C5 As I / I C5 L8 `\ TRUSS MFR TO PROVIDE DROPPED SOFFIT TRUSS FRAMING OF // C10 L15 I C7 \ AT HATCHED AREA WITH BOTTOM AT 8'—qm A.F.F. (ALSO / r — —� \\ SEE BUILDING LONG. SECTION #4 SHEET A9 � I I T3 T3 I Ilk C7 _ \ / 01 SEE GABLE I� Fs ® : ..............._, I BRACING DETAI #2 SHEET A11 of SEE GABLE I ` _ ?� o`♦ \Q �J / N o BRACING DETAIL I L16 o \ RIDGE LINE / I • #2 SHEET A11 -- -- ---- -- --- — Q N o L7 / In co ---- -- -- \ I Q d Lo A9 LAJ CD \ I I T3 / // y\ _ \ T3 I COMMON TRUSSES ® 24" O.C. L / \ C11c12 — J r 10011% 01000' 10" " 3'-6 // / \ VALLEY TRUSS SET ♦ 13'-6" 9" 1q" (TYPICAL)OF \ 3 As / I \ 10, 'I N ♦ I I 1 / I I I I I I c1 I c11 c1 0 j' 4 "o> c 12 A„ W I IN, CD L4 L3 L2 L21 L20 L19CD .................................... .................... L 1 ............ .................. o N 1 I_..................................................;717.......................... C2 c 1 C 1 C2 N N 1_1" i Lo C3 I F KNEE WALL WITH 20 STUDS 016 & 20 PLATES OVER WOOD FASCIA (SEE WALL SECTION) I GIRDER TRUSS I C 1 MAIN ROOF; FINISH EXTERIOR SIDE WIITH STUCCO ON METAL LATH AND 30# FELT OVER 1/2" COX PLYWOOD N I SHEATHING L- - - - - --- - - - - - - - ---- ---- -� i�%\ c6 c8 ROOF FRAMING PLAN I'-2 3'-8" 15'-3" 3'-8" 1-4 C8 C6 Ill rc6 C8 32'-0" 24'-0" 32'-0" 88'-0" GABLE BRACING 2 2 A11 A9 ALL RIGHTS RESERVED CORDA & ASSOCKTES ARCHRECTS ©2008 COPYRIGHT REVISIONS 1 8-13-08 D C' K N o o o 0 p� �0 < coo Frr-TT-� rrT, M-� Qom �4w P.-O O N � o 0 I LU 04 00 00 41) w Po J w O. rrV 11 V) ui V 1 Z z Q U w z w Q N N 0 DATE: 5/30/08 SCALE: AS NOTED JOB NO.: 27013 SHEET: A 1 C) OF 22 SHEETS N01a) z_- SIMPSON MASONRY HANGER MBHA3.12/9.25 :,,_," T1 (T2) TRUSS GIRDER PROFILES 1/4"=1'-0" " 6 I i� 12'-0" A.F.F. j. TOP OF CMU T3 TRUSS DIAGRAMS SHOWN FOR THE PURPOSE OF DESCRIBING TRUSS PROFILES ONLY C2 SYMBOL TAG CONNECTOR SCHEDULE CONNECTORS MODELS DESCRIPTION LOCATION SPACING FASTENERS ALLOWABLE UPLIFT LBS FLORIDA PRODUCT APPROVAL FL C1 HETA20 EMBEDDED TRUSS ANCHOR TRUSS OR FIAT GIRDER TO BOND BM 24" TRUSS 10-10d x 1-1/2 1,810 FL 1901.16 C2 HTT22 TENSION TIE HIP GIRDER TO BOND BEAM --- HIP GIRDER 16-16d SINKERS, FLAT GIRDER 16-16d SINKERS 5,250 FL 503.21 C3 (2) H2.5A HURRICANE TIE ROOF TRUSS TO FLAT GIRDER 24" TRUSS 5-8d, GIRDER 5-8d (EACH TIE) 1.200 FL 503.5 C4 (2) HTS16 GIRDER TIEDOWN HIP GIRDER TO FLAT GIRDER --- HIP GIRDER 8-10d, FLAT GIRDER 8-10d 2.520 FL 538.1 C5 (1) H2.5A HURRICANE TIE ROOF TRUSS TO FLAT GIRDER 24" TRUSS 5-8d, GIRDER 5-8d 600 FL 503.21 C6 (2) HTS24 STRAP TIE FLAT GIRDER TO POST --- GIRDER 10-10d, POST 10-10d (EACH STRAP) 2,900 FL 538.3 C7 (1) HTS24 STRAP TIE FLAT GIRDER TO POST --- GIRDER 10-10d, POST 10-10d (EACH STRAP) 1,450 FL 538.3 C8 ABU66 POST BASE POST TO SLAB --- SLAB 5/8" A.B., POST 12-16d 2,300 FL 1725.1 C9 N/A STEEL ANCHOR BOLT POST TO CONCRETE (SLAB) CURB --- (4) 5/8" ANCHOR BOLTS (SEE DETAIL ON SHEET A3) * 2,974 --- C1O (1) H2.5A HURRICANE TIE ROOF TRUSS TO DBL TOP PLATE 24" TRUSS 5-8d, PLATE 5-8d 600 FL 503.5 C11 SP1 STUD PLATE TIE STUD BOTTOM PLATE 16" STUD 6-10d, PLATE 4-10d 585 FL 474.312 C12 SP2 STUD PLATE TIE STUD TO DBL TOP PLATE 16" STUD 6-10d, PLATE 4-10d 585 FL 474.313 C13 MBHA3.12/9.25 MASONRY HANGER FLAT GIRDER TO WALL BOND BEAM --- TOP & FACE 1-ATR 3/4", GIRDER 18-10d 3,145 FL 538.3 C14 N/A STEEL ANCHOR BOLT FLAT GIRDER TO POST CAP --- (3) 1/2" ANCHOR BOLTS (SEE DETAIL ON SHEET A3) * 2,974 --- CONNECTOR NOTES: 1. ALL CONNECTORS BY SIMPSON STRONG -TIE. NO SUBSTITUTIONS UNLESS APPROVED BY THE ARCHITECT. 2. NOTIFY ARCHITECT IF ANY UPLIFT LOADS SHOWN ON THE TRUSS MANUFACTURER'S SHOP DRAWINGS ARE GREATER THAN THE ALLOWABLE LOADS FOR THE APPLICABLE CONNECTORS LISTED ABOVE. 3. SET ANCHOR BOLTS WITH SIMPSON EPDXY ADHESIVE. 4. INSTALL ALL CONNECTORS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 4 CALCULATED UPLIFT h I C2 N N c9 El L C3 1 h 0 I L I I I I I 35'-8" 1IL/ W of �I I ...... .......................................................................................................................................................................................................................................................................................................................... Jil .......... 1 I I � I~ 32'-5" C2 I I . ...................... ................................................................................ / ...................... ... ............. .................................................................................................................................................................. b0ommolimmomm■ L1 1 i I I I I I I, rPLUMB HEIGHT 1 VERIFY 1'-21, I, C4 C3 C3 IC91C141 IC9IC141 12' N W Ln N z O O v 6'-11" VERIFY 1 A8 12 6 TRUSS FABRICATOR SHALL COORDINATE ALL TRUSSES AND GIRDERS WITH WALL AND BUILDING SECTIONS (SEE SHEETS A9, Al AND A11) 58'-0" T6 4'-11" 10" N 12'-0" A.F.F. TOP OF CMU � T5 SHALL BE DESIGNED IN ACCORDANCE WITH APPLICABLE PROVISIONS OF THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" OF NFPA AND WITH THE TPI "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES". CORD MEMBERS SHALL BE KILN DRIED SOUTHERN PINE, NO. 2 MINIMUM. LIVE LOAD DEFLECTION SHALL BE LIMITED TO 1/360. CONNECTOR PLATES SHALL BE MADE OF ASTM A446, GRAD A, HOT -DIPPED GALVANIZED (G60) STEEL AND APPLIED TO BOTH FACES OF TRUSS AT EACH JOINT. ROOF TRUSS SUPPLIER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE ROOF TRUSSES, FLOOR TRUSSES OR I -JOISTS AND ALL SUPPORTING LAMINATED BEAMS IF APPLICABLE. DESIGN OF THE SYSTEM SHALL BE PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER FOR THE SPECIFIED LIVE AND DEAD LOADS AND UPLIFT LOADS TO RESIST THE FORCES DUE TO THE APPROPRIATE WIND ZONE. ALL REQUIRED PERMANENT AND TEMPORARY TRUSS BRACING SHALL BE INDICATED ON THE MANUFACTURER'S SHOP DRAWINGS, SHOWING REQUIRED SIZES AND CONNECTIONS. THE NET UPLIFT, REACTIONS AND HORIZONTAL LOADS FOR EACH TRUSS SHALL BE INDICATED ON THE TRUSS DRAWINGS. TRUSS CONNECTORS SHALL BE BY THE TRUSS VENDOR. ROOF SHEATHING SHEATHING SHALL BE A MINIMUM OF 5/8" THICK, 32/16 CDX PLYWOOD LAID IN A STAGGERED PATTERN AS SHOWN IN THE FBC TABLE 2310.2A, CASE 1. USE PANEL CLIPS BETWEEN EACH SUPPORT. NAILING PATTERN SHALL BE 8d NAILS AT 6' ON CENTER AT ALL PANEL EDGES AND 12" ON CENTER IN THE INTERIOR OF THE PANEL, EXCEPT THAT WITHIN 4' OF OVERHANGS, GABLE ENDS AND HIP RIDGES, THE SPACING AT EDGES SHALL BE 4" ON CENTER AND 6" ON INTERIOR AREAS. STRUCTURAL WOOD LUMBER FOR STRUCTURAL FRAMING SHALL BE SURFACED AT 19 SOUTHERN PINE MEETING OR EXCEEDING THE FOLLOWING GRADES: INTERIOR NON -LOAD BEARING SPRUCE -PINE -FIR, STUD GRADE, Fb 675, E 1.2 EXTERIOR LOAD -BEARING YELLOW SOUTHER PINE, NO. 2 GRADE,19% MC MAX., KD, MIN. Fb 1,200 PSI, E 1.6, G>0.49 ML=MICROLLAM BEAMS E1.9, Fb 2,600 psi, Fv185 FRAMING CONNECTORS ALL FRAMING CONNECTORS ARE BASED ON SIMPSON STRONG -TIE LUMBER CONNECTORS AND NAILING REQUIREMENT LITERATURE. NO MANUFACTURER SUBSTITUTIONS ALLOWED UNLESS APPROVED BY THE ARCHITECT. ALL NAILS AND CONNECTORS EXPOSED TO THE ATMOSPHERE SHALL BE GALVANIZED. ALL CONNECTORS SHALL BE CERTIFIED CODE APPROVED. GENERAL NOTE RAFTERS, CEILING JOISTS, COLLAR TIES, BEAMS, GIRDERS, PURLINS AND COLUMNS SHALL BE INSTALLED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (LATEST ADOPTED EDITION) OR LOCAL CODES IF MORE RESTRICTIVE. 2 � (�) 1/4 DRIVE-THRU PLAN A9 46'-1j' I C1 k U I 12'-0" A.F.F. TOP OF CMU 1'-2" VERIFY RECESSED F=FILLED WITH GROUT U=UNFILLED QUANTITY #5 FREBAR AT TOP 8IRF16-1B/1T NOMINAL WIDTH J QUANTITY #5 NOMINAL HEIGHT REBAR AT BOTTOM wwm=�= m 40 G SYMBOL LINTEL SCHEDULE NUMBER TYPE CONST. LENGTH FILLED/UNFILLED REINFORCEMENT MAX. GRAVITY LOAD PLF REMARKS L1 8F32 COMPOSIT 148" FILLED 1/T-1/B 2,883 L2 8F8 SINGLE 64 FILLED 0/1-1/B 1,663 L3 8F8 SINGLE 64" FILLED O/T-1 B 1,663 L4 BUB SINGLE 64 UNFILLED 0 -0 B 1,217 L5 8U8 SINGLE 64" UNFILLED O/T-0 B 1,217 L6 8U8 SINGLE 64" UNFILLED O/T-O/B 1,217 L7 8F16 COMPOSITE 148" FILLED 1/T-1/B 1,075 1 L8 8U8 SINGLE 64" UNFILLED 0 -0 B 1,217 L9 8U8 SINGLE 64" UNFILLED 0 -0 B 1,217 L10 8F32 COMPOSITE 196 FILLED 1/T-1/B 2,513 L11 8U8 SINGLE 40" UNFILLED O/T-0 B 2,231 L12 8F8 SINGLE 64m FILLED 0 -1/B 1,663 L13 8U8 SINGLE 64 UNFILLED O/T-0/B 1,217 L14 81.18 SINGLE 64 UNFILLED 0 -O/B 1,217 L15 8U8 SINGLE 64" UNFILLED O/T-0/B 1,217 L16 8F16 COMPOSITE 148" FILLED 1 -1/B 1,075 1 L17 81.18 SINGLE 64" UNFILLED O/T-0/B 1,217 L18 8U8 SINGLE 64" UNFILLED O/T-0/B 1,217 L19 81.18 SINGLE 64 ipUNFILLED O/T-0/B 1,217 L20 8178 SINGLE 64" FILLED O/T-1/B 1,663 L21 8178 SINGLE 64" FILLED O/T-1/B 1,663 9'-0" 1'-2" CORNER JACKS C2 Cl TYPICAL OVERHANG N I L12 L13 I I N I a En �a ALL NM RESERVED CORDA R TES ARCHRECTS ©2u cwmGH f REVISIONS 1 8/13/08 4. J �•I o V cn _o a 0 oWw H W H � w W O N 0 wcn E--"1 I rn I �..� 'o 04 P400 00 Ln wto J �..� 13 J O• cn Lij U w Z W �a N N Q DATE. 5/30/08 SCALE: AS NOTED JOB NO.: I SHEET. 27013 A17 OF 22 SHEETS I MM IDADE MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildingcodeontine.coni Lawson Industries, Inc. 8501 N. W. 90111% Street r Medley, FI, 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "La Porte" Aluminum Outswing French Doors w/ Sidelites-Non Impact APPROVAL DOCUMENT: Drawing No. FD-1075.2 Rev #A, titled "La Porte", Outswing French Door", sheets 1 through 5 of 5, prepared by the manufacturer, dated 05/05/99 and last revised on Dec 20, 2006, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None: Approved Hurricane Protection Devices Complying w/ FBC, as applicable, are required imitation:Maximum Design Pressure must not exceed +60 psf/-73.3 psf in Design Load Chart in sheet 1 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 06-0926.05 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. NOA No 07-0817.16 Expiration Date: September 13, 2008 Approval Date: September 13, 2007 Page I 4.500 ---� ~ -- 325 �"---- 4,348 4 t 1 gg� T 1 3. If '3n 069 1.750 0.078 0.058 687- ZFRAME "C/ NJ 1 FRAME HEAD O HEAD SHEAR PLATE 23 FLUSH BOLT �,- -- #L-901 O ANGLE GUIDE x #FD-627-1 •- -21B f 50C 5 0 -- $ .075 - U5 124 7 1.500 .6Z3 073 2,000 { D4 33 MULLION CIdP iv 3 FRAME LOW SILL -� #FD-931 O FRAME SILL r o #L-916 - c 4 () NOTE: #L-902 2.031 - - 0 �II REFER TO DETAIL 'B3' AT SHEET # 3 OF 5 13 HINGE LEAF - 4,500 FOR ADDITIONAL NOTES AND LIMITATIONS. #L-908 / .. ASSEMBLY SCREWS N29 _ 012 x 3/4' PH./PHIL. 1, 25 - - 0.190 � 1.250 .125 - � I •656 0,656 f �-- N 062 a ' - 096 10 RAIL ADAPTER i 1.750 O L-909 062 -- I- •045 WEATHERSTRIP FACE LA' 5/16' ELCO TAPCON W/ 2 x (P.T.) WOOD BUCK 1 1/2' MIN EMBED. (SEE GEN. NOTE #3) (SEE NOTES BELOW 1/4' MAX. SHIM TYP. 5 FOR SPACING) 5 6 AMB 32 T 11 14 32 i h T Active I 30 Sldellte it 14 I Ij 1' MIN EDGE DIST. -- TYP e, ,.. 12 I 16 ---J 13 30 - S 33 0 MAX SHIM O D 1 1/26--- MIN• EMBED, (TYP,) 5/16' ELCO TAPCON W/ 1 1/2' MIN EMBED. INTO 3500 PSI CONC, (TYP,) (SEE ANCHOR NOTES FOR SPACING) I JAMB 5/16' ELCO TAPCON W/ V MIN EDGE DIST. r` 1 1/2' MIN EMBED. �... TYP (SEE NOTES FOR SPACING) 32 x (P.T.) 1 MIN EMBED WOOD BUCK �? (SEE GEN. NOTE #3) TTY� --- .--� g ' i/4 MART SHIM TYP. 16 30 HEAD 16 27 2 1/4' C MAX SHIM o EXTERIOR SIDE DnWUOR SIDE 33 �_.._...I 17' Max. D.C. I I I _ LD I; M z - i / 6' TEMPERED GLASS r- w Z a M j l I I INTERIOR SIDE II J ca E ` 1i 32 Sldellte I @12 I Attachment Screw j ( 6 Screws 8 each side of Jambs, I� INTERIOR SIDE IrlactIve - UNIT WIDTH EXTERIOR SIDE 1 x (P.T,) WOOD BUCK JJAMB Sldellte 118 / `i+ i 12 ---16 16 33 34 1/a• D 1 C 1 MAX S INTERIOR SIDE 5/16' ELCO TAPCON b 1 1/2' MIN EMBED. INT 3500 PSI CONC, (TYP•) (SEE ANCHOR NOTES r' FOR SPACING) .epee 1 MIN EMBED TYP 0 r J o"I 32 :. r, .3500 PSI CONC', (TYP.) 16 C1 MAX SHIM I'RODUC EWED ra rnaxplylll 11 In a SUId1eR t^ IIC ALteptvate No d 7-O aMt 16 ExpiratiouDateGEP fly MiaaiiD+a6e' T•dhct�fertF+sl Division rRADUCT REVIluo r anywag wish Ire Avaift Newft Cwk A•etfift eetVe - 52 •p1' Rttp4•da• llrtr�y a I S ,�D�" - 12 total per sldelite > EXTERIOR SIDE EXTERIOR SIDE V a 1 1, h ti era B 1 15 1 r/i + JJ SILL r Z' ,1.�•a f + 1�7Height ~` ? 1" 7J' MIN EMBED. INTO ' � ^ � �' '�•. 3500 PSI CONC. MIN. 5/16' ELCO•TAPCON W 1 1/2' MIN EMBED. (SEE NOTES BELOW FOR SPACING) 3/16',a STAINLESS STEEL PIN 1 � NW L-101� S ... 1174 HINGE NYLON BEARING I Na L-4013 ) AND .:2 S/16' 'E' RING ( Na HC-023 ) 62 13 HINGE ASSEMBLY DETAIL FD-624---' 2 \ SIDELITE ATTACHMENT DOUBLE GROVE EXT .. ............... .._.. _.__ SID • SCREWS N32 -12 1/4 N10 x 1' PK/PHIL. �.. � - CEALED ULKING 074 # 437 SILL 5 HALF ROUND 127 I- 1.75 ' - -� QUARTER ROUND FALSE MUNTIN FRAME ASSEMBLY DETAIL 11 FALSE BEAD (OPTIONAL) _ #FD-812 #L-913 - O PANEL HINGE STILE l�Y�`ti g #L-907 094.7c 776 I S/B' lazing Depth TURN j 4.187 I Glazing Vinyl 1' 18 KNOB _._ _ J-73 4 !Y 1 4.000 --CALKING j 098 I 040 (BACK SIDE) - - - - _ _ _. .. SHOWN ................ 5/16 r'� ........... ! ADAPTORS .-.... _ ....._._. \ INTERIOR SIDE �R JAMB SIDELITE ATTACHMENT DETAIL LIFT OFF ACCESS HOLE _ �. AND REMOVE% O a DEPTH LUG AS;L ,. 75C 075 - -- 0812 12 GLAZING VINYL LOWER ► #L-1439 3/16- SILL SEALANT DETAIL HOLE TEMP. GLASS ----- 5,05 -- -{ _ 12 o9 PANEL LOCK STILE I 7 PANEL TOP & Falee H as GLAZING DETAIL #L-905 O BOTTOM RAIL NOTE B #L-906 1. ALL DIMENSIONS SPECIFIED IN INCHES. 2. SEE ELEVATION AT SHEET 1 OF 5 FOR MIKE ATTACHMENT Ti31�ENT m 1 75 -"� 214 .930 ANCHOR O.C. MAX, SPACING AND LOCATIONS. 010 x 3/4' PK/PHIL. I PRODUCT REN PRODUCT PAVLMD LEFT DOOR 'HINGE STILE t `f71 INTERi THREA 3/6' HINGE ATTACI SCREWS N3I #10x3/4'P HEX NUT AND WASHEi �3 -- a ttaa*fft wit >fae rsw& � w� � ��� BOTTOM LEFT JAMB 13gfdla g Code Cy .125 ActeptanceNoc) �0 1 /� A,ryya» 0 2A, r ACCESS HIE / wo _ _ Exlltrlhei Date-, $ Dl�J`�d� / LEFT HAND HINGE LEAF TO DOOR STILE 0 N CY LSi.sOr / ACCESS HOLE COVER --� .065 Miami Dad I molboCoatrol �all4g• �' �j/ PANEL ASSEMBLY DETAIL .'' a .063 Division wldm STILE BOTTOM 4.500 625 lN_ 066, 4.500 1 THOM" J. SOTS Aftlu"n Nat": 1 PROFES IO ENGINEER LA WS a°d � i C. # 65225 ON 8501 N.W. 90 ST. i� I i REVISED TO COMPLY W/ 2004 FBC MEDLEY, FLORIDA 33166 90 I I USTRIES, INC. PH No. (305) 696-8660 II 2' 8] 2 1.812 I ( ; AANUFACTURER OF QUALITY ALUMINUM I/INDOWS AND CLASS DOORS Draw Clan: part clam, Prod category: Sark./rodoa mN► sh"t _IJ LAYOUT F D. "LaPORTE" TEST 5 of 5 OPTIONAL Drawn ew NELSON SWO Dae. DrawrL SERIES-"LaPORTE" OUTSWING FRENCH DOOR - FLUSH FRAME - NON -IMPACT TWO -POINT LOCK - _� __� 5/16' O.D. 05-05-99 STAINLESS STEEL BOLT RM"d BY: Date RnMnd: FRAME ASSEMBLY DETAILS, EXTRUSIONS, & NOTES 20 FLUSH BOLT O FRAME JAMB O JAMB ADAPTER FLUSH BOLT NErsON ERezO oe-of-all #HC-050 #L-903 #L-904 19 #HC-001 DATE ----- Relsrenoe: soalo., Pars ASSEMBLY\TEST UNIT\"LoPORTE" "g FD-1075.2 RM�on A.,.tq R® E 1 wnrl D pmdud C610"d �- OCJ � L.21_� 21 H 1 33 - 34 DlNlri•• o LOCK STILES WITH TWO -POINT LOCK LOCK STILES WITH TWO -POINT LOCK ALTERNATE MULLION OR FLUSH BOLT OR FLUSH BOLT CLIP ATTACHMENT 7ROMAS J. SOTOS PROFESSIO AL ENGINEER RM.4on Not* FL LTCIl 5522b TAWSON 8501 N.W. 90 5T. REVISED TO COMPLY W/ 2004 FBC MEDLEY, FLORIDA 33166 IND'U'STRIE NC.I PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM winm FS AND GLASS DOORS Draw Clan: Post CIO". Prod Category: Ser("1Modet Item: ANCHOR NOTES: LAYOUT F.D. "LnPORTE' Shoot 4 of 5 1. SEE ELEVATION AT SHEET 1 OF 5 or�rr. NELSON MAzO Pau 05-0Drawr►5-99 SERIES- "La PORTE" OUTSWING FRENCH DOOR - FLUSH FRAME - NON -IMPACT FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. RMnd Dtr: NELSON ERAZO M Date RNd: FRAME ASSEMBLY DETAILS, EXTRUSIONS, & NOTES 2. SEE SHEET OF 5 FOR INTALLATIQN FASTENERS JNlknno. 0e-01-06 PES. DATE----- soak: 1/2" Pat Numbon - ASSEMBLY\TEST UNIT\"LoPORTE" �'6V Numbm FD-1075.2 Rft"oi Iwwl.e 110 7/8' Max Unit Width Sldellte $WIF19 ALTERNATE B Panel Width Panel Width ONS AT SHEET (3 3/4' 2 of s Max. C 35 1/4" f / till iI II u25 A6' If II I f II IV' CLEAR D.L.D. -�-- II II 1 II II ' ' -c II II II II // I ID !I gPTIOppL ' I II Z,9 II � _ ` -- --IT -- 21u --IT mJ a n II II ` 11 If Hn mQ II Act j e . J II )C $ II II --Ir- -IT ---Ir- I1 `\ 11 I �IL -4I, IB BII 2 \ I ii II \ t I 73 5/16' Max Unit Width 74 1/2.' Max Unit Width 38 5/8' Max 38 5/8' Max Unit Width Unit Width 7 SEE ALTERNATE L7 SEE ALTERNATE BOLT SgREEE AALTERNATE LT Swing %-OPTIONS AT SHE S el Width a SwingOPTIONS AT SHEET Swin OPTIONS AT S Fixed Lite Panel Width 2 of 5 Panel Width 9 2 of 5 < 35 1/4' max. /i A (33 3/4' max. ) Panel Width 2 of 5 Panel Width Panel Width C 35 1/4' ma �! C .35 1/4' mn T-- ����������� I )S,7 T C 33 314' max, ) N s fu s „ C1 •� � t z. s oin o 0 4= 0, X m d L f(4- cd -C S0) d g OL DOUBLE M In s v BOTTOM ° z RAIL ® ,Z e E v u) O� II _1`4__-LL 2 # I ' i0P7'I01AlAL 1 ii ii ` --u ii 21 n Inactive / Alctive E 11 11 / , II �\ II I I I 1 it II I / II I B 2 u \ II II \ II II I / II II 7i16'CLE Uii125 D.L.O. Mnx. Idth _ t i77- -- C D II ,/ PPTIOIIAAL --II fr II m W II J U II II \ Ac�fve I t� =,== --I,r I T�2 II II 11 / t I 0 , 9 I � Il Active t�--- II r. ►� s p - - - � F, III,,. P • f� _ Ih it L � �,. ,� V1 '�� e, ���'�--- �•a 12 21 - 145 L - WIDTHif UNIT 21 21 LOCK STILE MULLION INTE111OR SIDE Optional I f l I O. ,r I -_ - - -____ _ .i� . ellte 11, I I � I / I rn II AN 'II`} \v iu ML ARW�d iu ML ARWI Th _ _4 - �r ?�-- - -IF -=lr=- s + 3 I I G �� C1 i.• I n t ZO 20 L L -o X la = cu ' - - WPT10 It{y1L - x la = o L I 21 II 4. o a+ r X `\ o, II II �*+ a� \ Active l'r �,� o� FIJ ixedll Q. V/; DOUBLE s \\ Ins I BOTTOM II II °` II 11 X II ` li t a I I RAIL c--'L--L-- II I-�r--rt-- I II I \ M o+ I \@ I m 1 ALTERNATE BOLT +-'SEE ALTERNATE BOLT \�-�� -'SEE ALTERNATE BOLT 11 �� OPTIONS AT SHEET SEE ALTERNATE BOLT OPTIONS AT SHEET » +� OPTIONS AT SHEET „ „ 0 ELEVATION 2 of s XX ELEVATION 2�7of�5 /� OX/' �Er�LEVATION OPTIONS AT SHEET "K ELEVATION 2 of S °'0" ELEVATION 145 1/2' Max Unit Width ����'.PROVED `,�, INT VIGURArl1Il�_ S SEE ALTERNATE BOLT Active Panel In active Panel a OPTIONS AT SHEET Sldellte z of ��t(35 Swing INSTALLATION FASTENERS NOTE• OPTIONAL a E2 93 Panel Width Panel Width a ( 33 3/4' max,) 1/4' max. Al �/ !v ��r. / # "1X BUCK" MINIMUM REQUIRED FASTENER LENGTH ///!/\ /i/� 0p�pl1 I \ I HEAD: 5/16" X 3 1/2" Long TAPCON(*)//' SILL: 5/16" x 2 1/4" Long TAPCON(*) 19 # ti u II II II \K \ I II JAMB: 5/16" X 2 3/4" Long TAPCON(*) # 2 II ii i r I 25 7/16' MULLIONS: 5/16" X 2 1/4" Long TAPCON(*)X/ OPTIONAL (u II II II II/ VI II CLEARD.L.O. _Jl__-LL TAPCON BY I"ELCO" OR "BUILDFX" IIe I I ctive Panel /II HEAD: 5 16" X 3" Lon TAPCON Active Pan rn Ii ' 7i 2X BUCK" MINIMUM REQUIRED FASTENER -LENGTH TN 1'R01)t1('r KENEWED OpTIONAL BOLT ®BOTTOM RAIL o C I I, D ,I / I, I \ I, 1 * a4 cmn14yink with the Florl a OPTIONAL BOLT ®TOP RAIi. jj= __ �_= SILL: 5/16 x 2 1/4" Long TAPCON(*) Acceptance rNu iding Code FLUSH BOLT &TWO -POINT LOCK LIMITATIONS: T a l• s // ; / /� . //!/ a,- JAMB: 5/16" X 2 1/4" Long TAPCON(*) I - 1). MAX. DP = +60.0 / -79.0 PSF W/ (2) Surface Bolts of Inoctive Panel. Expiration Date 3 L . ' 20# ` = MULLIONS: 5/16" X 2 1/4" Long TAPCON(*) 2). MAX. OP = +60.0 / -79.6 PSF W/ 2-Point Lock (active), � o �� 11 II I n u n u �o X a 2 n _ _ LL ii _ / QtPTI0N11[ II • \ �) TAPCON HY�LGO" OR "BUI�x" By + 2 Surface Bolts at Inactive Panel. tL L(Xj --R 11 - -_R 21 - - --tf r1a( _= Misatl,Datte'!it•ahlY ). Two -Point lock (#20) &Flush Bolts (#19) in Active Panel are optional. 0 0,� u u \ u II Inactive II mW NOTES: ���s�x�Rs�/��2�N��n���T.DIv+Rl(1n w c n II a ii ii ° 1 lf2" MIN. EDGE DISTANCE AND 1/4" MAx ro a� _/i%== Active\_�//� j= 4///' /' __ x--I1��PACE ►R08i1C11�VL51rp oY+RiwmUCTRENEWEIi p(Yia In 01 - - o-- 139idi g with the Rf•r1Aa DOUBLE ` ALL TAPCON LENGTHS "L" SPECIFIED ARE MINIMUMS i w� (re FlaeAa aR Cede a II II II ` II 1 ii li{�I B❑TTOM ( SEE ELEVATION AT SHEET 1 of 5 FOR ALegltancrNo�7-081 .1G I ! I \ I I I / I Y/ I '�«Mrtlw III• C�� Expiration flare 4�Ds >_-JL--L_Jtt__lL-- _JL LOCATIONS _IL_ RAIL ANCHOR MAX. SPACING AND ) Lyiralt���uG fc11 IIy aaiLinti2 B 1LNj1 I s il A l5 Itadt rode(? ContlO'1< II II II II / t- , II II II II �W Division I / 1 THOMAS J. SOTOS Rovklon Nobs _ FROFESS[ AL ENGINEER LA WSON SEE ALTERNATE BOLT rI -„FL LI # 65225 8501 N.W. 90 ST. OPTIONS AT SHEEP O Q ELEVATION REVISED TO COMPLY W/ 2004 FBC MEDLEY, FLORIDA 33166 ELEVATIQN NOTES: z of 5 NDZT S Ir 1RIES, IN PH No. (305) 696-8660 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. j MANUFACTURER OF QUALIFY ALUMINUM N7NDOIIS AND CLASS DOORS 2. MAX. FRAME SIZE 145 1/2"w. X 95 3/4"h. ( OXXO ). j Draw CUM., pare More. Pros Category: S.r("/Rodrl: Item. sheet 3. QUALIFIES UNITS WITH AND WITHOUT SIDELITES. i LAYOUT F.D. UPORTE" y,. 2 of 5 4. QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). (J DrNELSON ERAzO Date _99 SERIES•-"LoPORTE" OUTSWING FRENCH DOOR - FLUSH FRAME - NON -IMPACT 5. PANELS ARE QUALIFIED AND AVAILABLE WITH SINGLE BOTTOM RAIL OR DOUBLE BOTTOM RAILS. r Pate Re>rwa: DOOR ELEVATIONS, & GENERAL NOTES 6. EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 1 R.,,wd ay:ELSNON ERAzo 7. MAX. CLEAR DAYLITE OPENING: (25 7/16"w. X 83 9/16"h.). R-Jbvnot, soakos-oi-oe . ParBLY\TEST UNIT\"LoPORTE e N76' _ 8. OUT -SWING DOOR WITHOUT INSECT SCREEN. DATE----- 1/2" ASSEM"w Non FD-1075.2 RMreon t«.l - A ALL RIGHTS RESERVED CORM R ASSOCIATES AMMICTS020DO COPYRIGHT REVISIONS o Vf C� O 0 < mm� ^ O r�v H� O N `O 1"ry V 1 O U o w °' 00 rn I M Co 00 r U-) wM J L.� J . rO v1 Z Z Q U W Z W N N 'd- N�1 � O DATE. 5/30/08 SCALE` AS NOTED JOB NO.: 27013 SHEET: A18 OF 22 SHEETS 1/4' TAPCONS W/ 1 1/4MI. CONC. E4111 -(MIN. EMBED.) °4. ° 1/2" /4" MAX. SHIM EXTERIOR GRADE SPACEPERIMETER CAULKING 5CBTYP.) HERS 1 MIAMNDIADE MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING MAWAUM 140 WEST FLAGLER STREET, SUITE 1603 BUILDING CODE COMPLIANCE OFFICE (BCCO) MIAMI, FLORIDA 33130-1563 PRODUCT CONTROL DIVISION (305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.mov/buildinl*code Lawson Industries, Inc. 8501 NW 906' Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Mialni Dade County) and/or the AIIJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is detenmined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has beer, designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "4000/ 6000" Aluminum Fixed Window - N.I. APPROVAL DOCUMENT: Drawing No. L-4000/6000.01, titled "Series 4000/ 6000 Aluminum Fixed Windows", sheets 1 through 11 of 11, dated 12/20/02 with revision "B" dated 10/05/05, prepared by Lawson Industries, Inc., signed and scaled by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiratic-T date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LIMITATION: Miami -Dade County Impact Resistant Shutters Are Required. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05-1019.03 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08-0409.03 MIAMI DADE TY Expiration Date: May 08, 2013 Approval Date: May 29, 2008 APPROVED i r Page 1 (•) WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK IS LESS THAN t/8", SHIMS ARE NOT REQUIRED. J' CLEAR SILICONE ADHESIVE I BEDDING COMPOUND iI I i JJ 1 LD LJ EXTERIOR I INTERIOR = ASS f 4V8 Q � I I O it W ! z i EXTERIOR GRADE `- PERIMETER CAULKING b 1/4" MAX. SHIM SPACE (•) ° 1 1/4 MIN. EMBED, IN COIN. OR MASONRY a A., d Z REFER TO SHEET # 1 OF 11 FOR GENERAL NOTES BILL OF MATERIALS ITEM #I PART # REQD. DESCRIPTION REMARKS I I L-6001 1 !FRAME HEAD 6063-T5 ALUMINUM 2 L-6001 1 FRAME SILL 6063-T5 ALUMINUM 3 L-6001 2 ':FRAME JAMB - 6063-T5 ALUMINUM 4 L-6002 AS REWD. i ALUM, GLAZING BEAD 6063-T5 ALUMINUM 5 FS-006 AS REQ'D. FRAME ASSEMBLY SCREWS , #8 X 3/4' P.H. PHILLIPS r 6 r AS REQD, JINSTALLATION SCREWS #12 SMS OR 1/4' TAPCON 7 a AS REO'D. JOINT SEALANT 'Purvis Co.' Super Seal J 8 a 1 i GLASS SEE CHART 9 AS REQ'D. NEUTRAL CURE SILICONE SM-5731 OR DC-899 10 774-25B-767 I AS REO'D. : 'TrueSeal' Swiggle Seal Black w/ 1/4' oir space FRAMEJA 012 SMS SCREW WITH 1 1/4' MIN. EMBEDMENT INTO 2X WOOD BUCK INTERIOR -�{ 1/4" MAX. SHIM SPACE (') CLEAR SILICONE ADHESIVE BEDDING COMPOUND 9 8 X 3/4" SMS FLANGE ) RAI�v E CQ ER DE'I'AI THOMAS T. TO PROFESSIAL/ E GI L LI(y' F5F 2 D� DATE SERIES: 400O •. 60_00 - APPROVED _._WINDOW ELEVATIONS (NON -IMPACT i --, WINDOW HEIGHTI i WINDOW HEIGHTI WINDOW ; i� WINIIOW HEIGHTI L ' HE GHT LEG' HT, LEG HT. j I WINDOW WIDTH -If iiYLL--- WINDOW- f WINDOW WIDTH WINDOW�WMT.TL WIDTH HALF -ROUND TYPICAL ELEVATION ARCHED PICTURE WINDOW [ EGGED EYE BROW ELEVATIO HEXAGON TYPICAL , WINDOW HEIGHT WINDOW HEIGHT L i.___- ------- WINDOW HEIGH>f I WINDOW HEIGHT �� - -, WIDOW WINDOW WIDTH WIDTH I WINDOW I WINDOW WIDTH WIDTH OCTAGON TYPICAL ELEVATION QUARTER -ROUND ELEVATION "ELLIPTICAL" TYPICAL ELEVATION FULL ROUND TYPICAL ELEVATION F WINDOW HEIGHT WINDOW HEIGHT L L, I J WINDOW WIDTH WINDOW WIDTH RECTANGULAR TYPICAL ELEVATION SQUARE PICTURE, WINDOW ELEVATION i ----------- ---- --- I WINDOW HEIGHT WINDOW HEIGHT LEG HT. �llll WINDOW WIDTH LWINDOW WIDTH RECTANGULAR TYPICAL ELEVATION S, QUA(2E PICTURE INDOW ELEVATION 1/4' TAPCON WITH N. EM BEDMENT EDMENT 1/4' M B 1 I INTO CONC. OR MASONRY PT. WOOD BUCKS IR1 1/4" MAX. SHIM �/ SPACE 4 ° a _ ° EXTERIOR GRADE e.- u EXTERIOR PERIMETER CAULKING 1/2' INTERIOR FRAME WIDTH OVERALL FRAME WIDTH 1 1/4' MIN. EMBEDMENT I, I I WINDOW HEIGHT11 WINDOW HEIGHT Loi WINDOW WINDOW WIDTH WIDTH QUARTER -ROUND ELEVATION OVAL TYPICAL EVATION ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN, CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN A SQUARE OR RECTANGLE, AS SHOW IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. PROVIDED PERIMETER FASIFNERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. A L J 3 NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. III #12 SMS I I" #12 SMS OR 1/4' TAPCON IJ J WITH 1 1/4' MIN, EMBEDMENT 6 INTO 2X WOOD BUCK OR MASONRY i -- -- "-_f 1 1/4' MIN. EMBEDMENT [SEE MULLION APPROVALS FOR -.- - MULLION TYPE AND SIZE !BY OR 2 BY FLANGE FRAME OPTIONAL DETAILS WOOD BUCK PI?ODUCT[tINGWEb as can ]:lying with the Florida nr.ilding Code Acwptrmcc •Io O "0 03 Expimlicy Date Z013 Dy Ke.w." lade Product Control Div.*, n AS PER 2004 FBC REQUIREMENTS LA WS ON MEDLEY, FLORIDA 33166 (305) 696-8660 INDUS'I'Fee IY-- :S, INC. MANUFACTURER OF QUALITY ALUMINUM WrNDOWS AND CLASS DOORS Draw Ctan: Part Ctan: Prod Co&#-V: Ssrks/Yodok Ipm: Shoot: 3 of it LAYOUT Revked By: Nelson Erazo Data Revved: 10/05/2005 SERIES: 4000/8000 ALUMINUM FIXED 1YIND0115 Oak Draw. FLANGE FRAME WINDOW INSTALLATION DETAILS, B.O.M. & NOTES Larry Magee 12/20/2002 - Seek. Part Number. Drawiny Number: Revision Lovol - _-- AS NOTED _ L-4000/6000.01 B General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE AND ASTM 13UO-02. THIS PRODUCT IS NOT IMPACT RESISTANT. WINDOWS ARE TO BE PROTECTED WITH MIAMI-DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS. 2.) 1 X OR 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT TITE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 2004 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCIIORS SHOWN ON TYPICAL ELEVATIONS ARE AS PER TEST UNITS, ON CENTER (D.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED. AS SPECIFIED ON THE LOAD TABLES. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, TINDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITII SINGLE GLAZE GLASS TYPES TABULATED HEREIN (SEE SHEETS #4, 5, 8, 10, & 10- 6.) WINDOWS ARE QUALIFIED FOR USE WITH DOUBLF. GLAZE GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7, & 9). 7.) FALSE COLONIAL MUNTINS MAY BE USED & APPLIED TO TIIE GLASS WITH CLEAR SILICONE AND MAY BE PLACED AT INTERIOR AND/OR EXTERIOR SIDES OF GLASS. j WINDOW FRAME EXTRUSION DETAIL j--,S00' ,625" .625" �- 2.00 nboo 1,062 4-A62" - 1,875" - - 1.875' L-6002 ALUM L-0001 FLANGE FRAME L-6003 FIN FRAME GLAZING BEAD SEALANT: FRAME CORNERS, OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR SILICONE WINDOWS TO BE PROTECTED WITH DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS PRODUCT RCNF,WED as comp]} 18 With the Florida Raildirg Cody ActeH:a:ire PJo Q 0; ExGij'atton Drtc O Zo. TESSIO J. EN(ANOTOS Revision Notes: LA WS ON MEDLEY, NW FLORIDASt. PROFESSIONAL ENGINEER AS PER 2004 FBC REQUIREMENTS MEDLEY, LORI33166 F'L LIC. # 552P,5 j IND LJ �- .. I= (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS SERIES: 4000 / 6000 ALUMINUM FIXED WINDOWS i Revised By: Nelson Erazo Dlo0atef `.5/2005 FLANGE & FIN FRAME WINDOW DETAILS, ELEVATIONS, SHAPES Drawn Larry Magee B he Arau 002 & GENERAL INSTALLATION NOTES. - Sonk: Revision Levok � t DATE ---_- - __- - _ AS NOTED Drowiny Number: L-4000/6000^01 B SA.ek t of WINDOW COMPARATIVE ANALYSIS CHART FOR 3/16" ANNEALED WINDOW COMPARATIVE ANALY515 Window Size FIN FRAME DESIGN LOAD Window Size FIN FRAME GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND HEIGHT WID1 H QTY OF AVG. ANCHOR CAPACITY - (PFS) HEIGHT WIDTH QTY OF AVG. AN CLEAR ADHESIVE BEDDING COMPOUND INCHES INCHES ANCHORS SPACING IN POSITIVE NEGATIVE INCHES INCHES ANCHORS SPACIN 24 36 15 8 24 18 10 8 100.0 100.0 i- 36 18 13 8 95.1 95.1 36 36 20 7 I I, 3 6" ANNEALED l; I ---- II FIN FRAME GLAZING DETAIL 48 60 18 16 20 8 7 87.8 87.8 48 36 21 8 18 83.9 83.9 81.5 60 36 23 8 72 18 23 7 81.5 72 36 i 64 18 26 7 79.9 79.9 84 36 96 18 29 7 78.7 78.7 77.8 96 36 108 18 32 7 77 8 108 36 120 18 36 7 77.1 77.1 120 36 132 18 132 36 144 18 144 36 148 18 - 148 36 156 24 18 156 36 24 13 7 100.0 100.0 80.3 24 48 18 8 8 36 24 15 8 80.3 36 48 21 48 24 18 8 1 71.3 71.3 48 48 26 7 60 24 21 8 66.9 66.9 60 48 GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE BEDDING CO PO D 72 24 24 8 64.2. 642 72 48 84 24 24 27 8 1 62.4 62.4 84 48 96 30 8 61.0 61.0 96 48 108 2.4 108 48 3/16" NEALED �J. I 120 24 120 48 132 24 24 132 48 144 144 48 148 24 24 148 48 156 156 48 24 30 14 7 89.2 89.2 24 1 60 21 36 30 17 7 _ 73.4 73.4 36 60 23 48 30 19 8 62.3 62.3 48 - 60 60 30 21 8 54.1 54.1 60 60 72 30 21 9 45.0 45.0 72 60 84 30 84 60 96 30 96 60 - - GLAZING DETAIL 108 30 108 60 120 30 120 60 132 30 132 60 144 30 144 60 148 30 148 60 - TYPICAL ELEVATION TESTED UNIT 156 30 156 60 IMOW FRAME SIZE NOTE: 1. THE WINDOW SIZE SHOWN UN CHARTS ARE FOR THE FLANGE WINDOW EXTERIOR OVERALL DIMENSION. 2. ADD 1 1/8' TO THE FLANGE WINDOW SIZE TO DETERMINE THE FIN WINDOW EXTERIOR OVERALL DIMENSION. TMAX. TYP. DESIGN LOAD CAPACITY - (PFS) POSITIVE NEGATIVE 80.3 80.3 71 3 71 3 50.0 50 0 iEIGHT WIDTH QTY OF AVG. ANCHOR CAPACITY - (PFS) INCHES INCHES ANCHORS SPACING (IN) POSITIVE NEGAT 24 72 24 8 64.2 642 36 72 _ 48 __ 72 60 72 72 72 84 72 N�� 37 1 26 53,125 26 19.125 38.375 26.5 38.375 37 38.375 53.125 38.375 19.125 50.625 26.5 50.525 37 50.625 53.125 5C 625 19.125 58 2&5 58 - 31 58 53.125 58 19 125 63 2&5 63 37 63 53.125 63 19.125 74.25 T CORNERS PROI UCTRENRwED 26.5 74.25 As cc: A�plyir,3 Widl the Florida 37 74.25 Buildn:g Code 53.125 74.25 FLANGE FRAME ANCHORS ARE TO BE SPACED l v=c ,.3 snce No , 01 NOT GREATER THAN 6" FROM EACH CORNER, kapiriun D;rc 13 AND NOT GREATER THAN 12" CENTER TO BY 7 8 62A 62.4 11 8 100.0 100.0 15 7 9&9 969 16 7 76.1 65A 76.1 65.4 20 7 14 8 89,4 89.4 16 8 14.0 74.0 21 7 67.0 67.0 23 7 52.4 52.4 17 8 82.8 82.8 19 8 65.6 656 22 7 54.7 54.7 19 8 1 80.4 80.4 - 21 8 62.8 628 24 7 51.0 _ 51.0 - 21 7 79.2 792 22 8 59.9 59.9 - 24 23 7 8 77.1 54.5 77.1 54_5 CENTER. FIN FRAME ANCHORS 12 MAX, TABULATED ABOVE. SPACED AS IVli made Product on:rol Diviron TYP, UNIT PERFORMANCE DATA THOMAS J. SOTOS PROFES IO AL ENGINEER �Ir'LIAS /1 Revision Notes: �j�J T �8501 NW 90th St. I/ ON MEDLEY, FLORIDA 33166 LA INIDLTSTRIES, INC. (305) 696-8660 PER 2004 FBC REQUIREMENTS REPORT #FTL-3623 TEST SIZE = 48" wide X 48" hi ( 0 ) DESIGN LOADS = +53.50, -53.50 PSF ( PA-202 ) STRUCTURAL TEST LOAD = +80.3, -80.3 PSF WATER INFILTRATION TEST = 18.0 PSF 0 #FTL-3619 DAYLIGHT OPENING _ 45 1 /8" wide X 45 1 /8" hi ` I �7� 6� / � � - I MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS Draw ctam: LAYOUT Part Ctaa Prod catorory: sM.s/lrod.c of It Rsvind By: Nelson Erazo Dap Rovked: 10/05/2005 SERIES: 4000/8000 ALUMINUM FDtED WINDOWS FIN/FLANGE FRAME WINDOW COMPARATIVE ANALYSIS &NOTES 3/16" ANNEALED GLASS Drawn Bye Larry Magee Dap Drawn: 12/20/2002 _ I Soak: AS NOTED _ Part Number. Drawing Nuanbor: L-4000/8000.01 Rsvkion Levek TESTED GLASS = 3/16" ANNEALED GLAS DATE_____.. .__ _ - _ - _- ALL RIGHTS RESERVED GORDA & ASSOCIATES ARCHITECISQ2008 COPR IGHT REVISIONS O O o 0 o H M E l00004 O N V 1 O a W 01 I I 00 DO V 1 N�j Wn J Li- J U O . rO �V 11 (n LIJ V1 Z Z �C U w Z w 1�1 N F� N r� DATE. 5/30/08 Ste` AS NOTED JOB NO.: 27013 SHEET: A19 OF 22 SHEETS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCIiORS TYPE WIDTH (W) MULL SPAN A B C/ D E 26-1 /2" 30" 37" 42" 48" 54" 60" 66" 72" 75" 38-3/8" 130.0 112.1 99.1 80.3 __ . . 70.8 61.9 55.0 49.5 45.0 41.3 39.6 130.0 130.0 130.0 117.6 103.6 90.7 _ 80.6 72.5 130.0 130.0 130.0 130.0 _ - - 130.0 123.8 130.0 130.0 130.0 130.0 130.0 130.0 110.1 99.1 90.1 82.6 79.3 130.0 130.0 130.0 66.0 60.5 58.0 130.0 130.0 19-1 /8" 26-1 /2" 30" 37" 42" 48" 54" 60" 66" 72" 75" 50-5/8" 117.8 55.0 75.1 _ 60.9 53.6 130.0 130.0 130.0 130.0 121.8 107.3 93.9 130.0 130.0 124.5 110.0 130.0 130.0 89.2 78.6 68.7 61.1 55.0 50.0 45.8 130.0 4-6.9 41.7 37.5 34.1 31.3 30.0 130.0 83.4 130.0 130.0 130.0 125.8 120.8 75.1 68.3 62.6 44.0 60.1 19-1 /8" 26-- i /2" 30" 37" 42 48" 54" 60" 66" 72" 75 57" 104.6 75.5 66.7 54.1 130.0 130.0 130.0 130.0 110.6 130.0 130.0 97.7 130.0 108.2 79.2 130.0 130.0 130.0 130.0 47.6 69.8 95.3 83.4 41.7 61.1 54.3 48.8 37.1 33.3 74.1 66.7 60.6 130.0 121.9 111-7 30.3 44.4 40.7 39.1 27.8 26.7 5_5.6 53.4 _ 107.3 19-1 /8" 26-1 /2" 30" 37" 42" 48" 54" 60" 66" 72" 75" 63" 94.7 130'0 100.1 130.0 130.0 120.7 130.0 68.3 60.3 130.0 -130.0 130.0 130.0 88.4 48.9 71.7 97.9 86.2 75.4 67.0 43.1 63.1 37-7 55.2 130.0 33.5 30.2 27.4 -- 25.1 24.1 49.1 4-4.2 40.2 - 36.8 130.0 60.3 54.9 50.3 48.3 121.3 110.3 101.1 97.0 35.4 M1AADE hAAA&WMIAMI-DADE COUNTY, FI,ORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (SCCO) 140 WEST F'LAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAM I, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildinecodeonline.com Lawson Industries Inc. 8501 NW 90 Street Medley, FL 33166 SCOPF,: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product C;nntrol Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIU may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. M95, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7_ , prepared by Al Farroq Corporation, dated 09/28/95, with last revision on 10/19/6, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile impact LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for ten Tlination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 03-0225.06 consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by ,laime D. Gascon, P.E. tJ�1 (✓jf.� 1 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) IMULL SPAN A B C/ D E 19 -1 /8" 26-1 /2" 30" 37" 42" 48" 54" 60" 66" 72" 75" 74-1/4" 80.3 58.0 5.1.2 41.5 36.6 117.6 130.0 115.9 _ 102.4 83.0 73.1 64.0 56.9 130.0 - 130.0 130.0 130.0 130.0 128.6 114.4 102.9 93.6 85.8 82.3 84.9 75.0 60.8 53.6 46.9 41.7 37.5 34.1 32.0 28.4 25.6 23.3 21.3 20.5 51.2 46.5 42.7 41.0 31.2 30.0 19-1 /8" 26-1 /2" 30" 37" 42" 48" 54" 60" 66" 72" 75" 84" 71.0 51.2 45.3 36.7 104.0 130.0 102.5 90.5 130.0 130.0 130.0 130.0 130.0 113.7 101.1 91.0 82.7 75.0 66.3 53.7 47.3 41.4 36.8 33.1 73.4 64.7 32.3 28.3 25.1 22.6 56.6 50.3 45.3 20.6 X X 30.1 27.6 26.5 41.1 37.7 75.8 36.2 72.8 19-1 /8" 26-1 /2" 30" 37" 42" 4W" 54" 60" 66" 72" 75" 961, 62.1 44.8 91.0 124.2 89.7 130.0 130.0 130.0 129.1 113.7 99.5 88.4 79.6 - 65.7 58.0 39.6 79.2 64.2 56.6 49.5 44.0 39.6 32.1 28.3 24.8 22.0 47.0 41.4 36.3 32.2 29.0 26.4 24.2 23.2 X X x 36.0 72.4 65.3 33.0 31.7 X 63.7 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 75" 108" 55.2 80.9 58.4 51.6 41.8 36.8 110A 130.0 39.8 79.7 130.0 35.2 70.4 57.1 50.3 _.. 44.0 39.1 35.2 32.0 29.3 J28.2 130.0 28.5 114.7 25.1 22.0 101.1 _ 88.4 78.6 70.8 32.2 28.6 X X X -7 kx_ 25.8 23A 21.5 20.6 64.3 59.0 56.6 NOA No 06-0620.18 Expiration Date: May 30, 2012 Approval Date: November 16, 2006 Page 1 DESIGN LOAD CAPACITY - PSF WINDOW DIMS, ANCHORS TYPE WIDTH (W) MULL SPAN A B C/ D E 19-1 /8" 26-1 /2" 30" 37" 42" 48" 54" 60" 66" 72" 75" 120" 49.7 72.8 52.5 46.4 37.6 33.1 99.4 71.7 63.4 51.4 45.3 39.6 35.2 31.7 130.0 130.0 127.4 103.3 91.0 79.6 70.8 63.7 57.9 53.1 _ ] 50.9 35.9 31.7 25.7 22.6 X X X 29.0 25.8 23.2 X 21.1 X X 28.8 26.4 25.3 X X 19-1 /8" 26-1 /2" 30" 37" 42" 48" 54" 60" 66" 72" 75" 132" 45.2 32.6 28.8 66.2 47.8 42.2 90.4 65.2 130.0 130.0 115.8 93.9 82.7 57.6 23.4 34.2 30.1 46.7 20.5 41.1 36.0 32.0 28.8 X 26.4 72.4 X X x - x X 23.4 64.3 57.9 21.1 X 26.2 52.6 X X 24.Q 48.2 46.3 1 23.0 19-1/8" 26-1 /2" 30" 37" 42" 48" 54" 60" 66" 72" 75" 144" 41.4 60.7 82.8 59.8 130.0 120.2 29.9 26.4 43.8 38.7 52.8 42.8 37.7 33.0 106.1 -86.1 21.4 31.4 - X 27.6 24.2 75.8 X X 66.3 59.0 21.5 X 29.3 X 26.4 53.1 48.2 X x X 24.0 22.0 X X 44.2 42.5 X 21.1 19-1 /8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 75` 150" 39.8 1 58.2 79.5 57.4 50.7 41.1 36.2 130.0 115.3 28.7 42.0 37.1 1 30.1 26.5 23.2 20.6 25.3 101.9 20.5 X 82.8 72.8 x 31.7 28.2 63.7 X 56.6 50.9 46.3 X x 25.3 23.0 21.1 20.3 X x X_ X X 42.5 40.8 _ X ANCHORS TYPE A,B,C,D ORE ANCHORS TYPE HORIZONTAL A.B.C.D OR E MULLION ARCHES ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE NOTE: GLAZING PRODUCT Z a 5I(n � ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER . LOCATIONS AT HEAD, SILL OR JAMB ENDS. _T FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) I I MU�LLIION GLAZING PRODUCT GLAZING '�: _.. \ ANCHOR ErAIL #1 - --- GLAZING PRODUCT GLAZING PRODUCT ANCHORS A.B•C•D OR E TYPICAL MULLION ARRANGEMENTS T- - - - - t WIDTH /W ) _ W1 + W2 \2 �\ ANCHORS `A.B.C,D OR E,I W2--- ' --- MULLION SPAN 1.500- �.062 125 Ij .11s- I 62 2.000 2.000 1.732 2.0 a000 I I , 15E !�.107181- I' 1.000 J r 1.062 �yl -1.188 a 1 X 2 1 X 2 CUSTOM MULLION CUSTOM MULLION 6063-T6 6063-T6 (FLANGE FRAME) (FIN FRAME) 312 062 '062 -1.500 p - 125 F ,115 1.732 I .750 MULL( N CLIP 6063-r6 NOTCH OPTIONAL \\ h a a 3.000 3.000 3,062 .156 TYP, I ---1 -_. -.. �- .156 J 102 - -i - t.oao yl r- 1.062 Fes- - 1 X 3 1 X 3 CUSTOM MULLION CUSTOM MULLION 6063-T6 6063-T6 NOTCH (FLANGF FRAMFI IFIN r0A►Jr\ OPTIONAL rr 062 Y� -,312 .062 125 4.100 I 102 �, i 1,062 1 X 4 CUSTOM MULLION 6063-T6 zi 'Q 1l 0, i In OD g 01,- to'zl W IO a � N � 0:o o l 0 W IL (% Q 0 V a 0 I 0WM O 0aad �+ ! ro V) 0 ' a NI w LL N w� L�o ztog M 0014 _p z N - w Hf o 0 0 V I Z O U J z n: v WI W W Z) � - F- ���LLj f7p'� m � Z M J cI Z Z 3i L` 2 Oz>_a _J o � I Q�l a W J _I oo M � rlfy i'E / 16557 Pii"VCF kEYOW 1 CAN. 3538 ���� a 1 0 0 !. I) . drawing no.1 . M95-04A� sheet 3 of 125 2.000 2.000 - ANGLE CLIP 6U63 -T6 -1,690 --4.500-- - MULLIQN CLIP 6066-16 2,250 _3 3.100 1.405 -G1 La 4.000 6.000 2.000 - 4 O L I Z � 0z 9 �j o N'J� li 0 TYPICAL GLAZING PRODUCT Q, > II p !0� - ¢ I0 H 1.000 O'owM 01 Qaaa °1 � M M ro aW�L N wLL _ N LL.In O m J O M Q j laW / 2,000- -- 3,000 4.000 STANDARD TUBULAR SHAPES li o TYP. WALL = .125" ALL ALLOY = 6063-T6 V J Z o MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS _ M HORIZONTAL OR VERTICAL MD w U_ SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING OD X 1000 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. -� Z rn AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED I Z IMPACT ANU NON -IMPACT RESISTANT PRODUCTS. L 0 LO RECTANGULAR ALUMINUM TUBE MULLIONS 0 Q Ln g USING MULLION PROPERTIES ONLY o0 U THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). e ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE e APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 9 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. INSTRUCTIONS: A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. USE CHARTS AS FOLLOWS. _ - _ MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 OF 2004 FLORIDA BI.DG. CODE SECTION 2003.8.4. FOR PARTICULAR OPENING. STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS IcngrDR. 170AYOUN FAROOQ MEETING ABOVE LOAD REQUIREMENTS. I STRUCTURES P*WUCT REV1M STEP USE CONNECTION TO MULLION AS PER PRODUCT 1 FLA. PE # 16::57 �"ado 4 APPROVAL. C A.N. 353 USING CHARTS ON SHEET 2 SELECT MULLION SIZE WITH Ms -OZO• I sSTEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED I _ NOTCH IN STEP 1 ABOVE. OPTIONAL USING ANCHOR TYPES UN SHEETS 4 THRU 7 AND ANCHOR CHARTS T STEP 5 ON SHEET 3, SELECT MULLION CONNECTION WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. -} +'.0622 - 1.500- - .062 111 125 �115- 2.000 2.000 1.732 2.062 2.000 4- y 156 i .078 1,062 I-Y1,18B 1 X 2 1 X 2 CUSTOM MULLION CUSTOM MULLION 6063-16 6063-T6 (FLANGE FRAME) (FIN FRAME) 312 1I ,062 -1.500 062 p _125 i .115 - r 1.732 I i 3.000 3,000 I 3.062 15b J 102 - h 1,062 1 X 3 CUSTOM MULLION 6063 - T6 (FLANGE FRAME) -.125 -4, 4.000 .188 1.062 1 X 4 CUSTOM MULLION 6063-T6 1,188 ­4 1 X 3 CUSTOM MULLION 6063-T6 (FIN FRAME) .125 i 2.000 9_1` - L- 2.000 -- ANGLE CLIP 6063 - T6 4.500 _MULLION CLIP 6063-T6 NOTCH - OPTIONAL to F- - 4.500 4� MULLION CLIP 6063-T6 NOTCH OPTIONAL s NOTCH OPTIONAL 50 6.000 I -2,000 -- N g I' •i_ 6 c r drawing no. j �M95-04A I (sheet 1 of 7 ? I Viz j � I v' 2 0 F- y z `- z " o_ r w T ' 0 W TYPICAL a GLAZING PRODUCT a! p a 0t a r - �V11 � 1.000 C W M 0 4 < C IY0�0 �I 0 " a LU LL lL z Ul co J 3 Q 4 z C4 - 2.000 -=-I 3.000 4.000 -1 STANDARD TUBULAR SHAPES o TYP. WALL - .125" ALL tD ALLOY = 6063-T6 V) co a> O `O -MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS ,Jj Z An - v 00 HORIZONTAL OR VERTICAL _W SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING m u Lo --. n _ MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. -, Z rn 1, 30AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED Z IMPACT AND NON -IMPACT RESISTANT PRODUCTS. Z -- - --- - _ jj 0z o V) RECTANGULAR ALUMINUM TUBE MULLIONS Q 3 0 USING MULLION PROPERTIES ONLY to o J Co- :E THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ` REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE � W W o # APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER Z o INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. r_ Al 4 o o WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. m m Q� C it W ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO U ¢ o a a rn w:i BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC_). x a ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 6 I fV .D A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF INSTRUCTIONS: ANCHORS INTO WOOD ONLY. USE CHARTS AS FOLLOWS. - _ MATERIALS INCLUDING BUT NOT LIMITED T 0 STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS p a' o N O N o o v v o rn ry _ 2" 0 o a m o o -i STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 OF 2004 FLORIDA BI.DG. CODE SECTION 2003.8.4. � - ` r I 100, FOR PARTICULAR OPENING. r STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS I-'cnrnR. nUMAYOUN FAROOQ I N 'I li MEETING ABOVE LOAD REQUIREMENTS. STRUCTURES Plt� UC'T REVISM STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT I FLA. PE w 16;57 as�sono� APPROVAL i C AX 353 1 a o N \ 2 - USING CHARTS ON SHEET 2 SELECT MULLION SIZE W11H STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 4 THRU 7 AND ANCHOR CHARTS STEP 5 ON SHEET 3, SELECT MULLION CONNECTION WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ....... I o D a ns �D(oZo• I$ o u drawing no.1 �M95-04A I sheet 1 of 7 ) ALL RIGHTS RESEIM) CORDA dt ASSOCIATES ARCHrTECTS®2008 COPYRIGHT REVISIONS D 1 rn o � o o O '¢ MM� O W � H V 1 p W O N C� V 1 O O w °' I cb I 00 r LC) V 1 r� w� J Li J . rO rV 1 [n LAJ C 1 Z U W Z W Q N ��1 N 0 DATE: 5/30/08 SCALE: AS NOTED JOB NO.: 27013 SHEET: A20 OF 22 SHEETS ICC-ES NER1111111111393 Used for Florida State Wide Product :approval # FL474 Products, on this Report- which are approved. - Product Florida # Product Florida # Product Florida # Product Florida # AS44 FL474.6 H2.5SS FL474.102 HIT3524 FL474.128 LU26 FL474.225 AB44R FL474.7 H2.SSSN FL474.102 HIT352(3 FL474.129 LU28 FL474.226 AS46 FL474,8 H2.5Z FL474,102 HIT418 FL474.130 LUP210 FL474,227 AB46R FL474.9 H2SS FL474.101 HIT420 FL474.131 LUP24 FL474,228 AB66 FL474.10 H2SSN FL474.101 HIT422 FL474.132 LUP26 FL474.229 AS66R FL474.11 H2Z FL474.101 HIT424 FL474.133 LUP28 FL474.230 CB1010 F1.474.33 H3 FLA74.103 HIT426 FL474.134 MAB15 FL474.244 C81012 FL474.34 H38 FL474,103 HPA28 FL474.135 MAB15Z FL474.244 CB1212 FL474.35 H3SS FL474,103 HPA35 FL474.1385 MA823 FL474.245 CB44 FL474.36 H3SSN FL474,103 JB210 FL474.177 MA823Z FL474.245 CB46 FL474.37 H3Z FL474,103 JB212 FL474.178 MPA132 FL474.248 C648 FL474.38 H4 FL474,104 JB214 FL474.179 MPA144 FL474.249 CB66 FL474.39 H46S FL474.104 JB26 FL474.180 PA18 FL474.259 CB68 FL474.40 H4SSN FL474.104 JB28 FL474.181 PA23 FL474.260 CB88 FL474.41 H4Z FL474.104 LB210 FL474.187 PA28 FL474.261 EPB44 FL474.55 H5 FL474.105 LB212 FL474.188 PA35 FL474,262 EPB44A FL474.53 H5SS FL474,105 L8214 FL474.189 Pk118 FL474,265 EPB44AB FL474,56 H5SSN FL474.105 LB216 171-474.190 PAI23 FL474.266 EPB44AMB FL474.56 H5Z FL474.105 L626 FL474.191 PA128 FL474,267 EPB46 FL474.58 HIT318 FL474.120 LB28 FL474.192 PA135 FL474.268 EPB66 FL474.59 H€T320 FL474.121 LC844 FL474.193 PATM25 FL474,269 EPB66-12 FL474.59 HIT322 FL474.12.2 LC846 FL474.194 PF24 FL474.293 H1 FL474.95 HIT324 FL474.123 LCB66 FL474.195 PF24Z FL474.293 H1Z FL474.95 HIT326 FL474.124 LTT19 FL474.220 PF26 FL474.295 H2 FL474.101 HIT3518 FL474.125 LTT206 FL474221 PF26Z FL474.295 H2.5 FL474.102 HIT3520 F'L474,126 LU210 FL474.223 1-12,58 FL474.102 HIT3522 FL474.127 LU24 FL474.224 TM SIMPSON STRONG -TIE COMPANY, INC TYPE "A" STIRRUPS 7/32"0 BAR ►') STIRRUPS 1 7/32"0 BAR STIRRUPS TYPE "B" STIRRUPS M 1 4" - 8" LINTELS L6 1/4" - 8" LINTEL'_ STIRRUP DETAILS STIRRUP DETAILS SCALE: N.T.S. SCALE: N.T.S. 8" PRESTREcSED U-LINTEL DATA TABLE LINTEL VOEYME WEIGHT A STEEL B T STEEL W SPACING STIRRUPS TYPE I LEI. N LNG 14'-8" 0.134 542 7432 BAR 1 -3 7/32 BAR 14 -6 4 O 3'-0- 9 15'-4" 0.140 567 7/32 BAR 1 -3 7732 BAR 15 -2" 4 O 3'-2" 9 17 -4 0.158 639 7 32 BAR 1 -3 7 32 BAR 17 -2 4 O 3'-8" 9 19'-4" 0.176 713 7 32 BAR 1'-3" 7 32 BAR 19 -2" 4 O 4'-2" 9 21'-4" 0.194 787 7/32 BAR V-3" 7/32 BAR / 21'-2" S O 3'-8 3/4" 10 15 -0 22'-0" 0.200 811 7/32 BAR 1 -3 7/32 BAR 21'-10" 5 O 3' 10 3/8 10 16 -0 24'-O" 0.219 B85 7/32 BAR 1 -3 7/32 BAR 23'-10" 5 O 4'-3 1/8" 10 16'-0 8" PRECAST W/ 2" RECESS DOOR U-LINTEL DATA TABLE LSIZEL OLEVNCTALLH LENGTH VOEYME C W�IGFIT BS OM T C. SPACING sr"4U s/ pRutRS TYPE NGTH 2'-B" 4'-4" 3'-0" 0.036 146 #3 REBAR 3 -To 7/32 BAR 3'-8" N/A 4 3'-0" 4'-6" 3'-4" 0.037 150 #3 REBAR - 7 32 BAR 3'-10" N/A 4 4 -0 5'-8 4-4 0.047 - A 5'-0" N/A 6 4 -4 5'-10" 4'-B" 0.047 190 #3 REBW- 2 BA 5 -2 5 -4 0.054 - 3 REBAR 6*-0- 7'-6" 6'-4" 0.060 243 #4 REBAR - /3 REBAR 6'-10" M2'-O'8 9'-8" 8'-4" 0.078 316 /4 REBAR - /3 REBAR 9'-0" OF m ",w•o-"r LEGACY REPORT NER-393 Reissued October 1, 2003 ICC Evaluation Service, Inc. e4 Rill OmDe tt 53eo wolkrrnrh 1uS iiar4 vtihBBr, Ci1S:TThie Boeo1 Jt (5B2) e6905a3 wwW.IGC-Oa.OPg R"Mm m=# WD Matideir F%md, sidleA air "hw, A dmm 352'13 # OZ05) 5oDM Rplo W 011te4 4061 WakRo MYroorRosd CIx8"aLb Hilk 0wIeW4784 (7DB)7W23M Legacy report on do BOCA' Nadonal BuAkNng Codef1999, the 1999 Standard Build ng Cod6I', the 1907 Un111111rfn Builieng Code'm, the 2000 ITntsrr ed anal Bending Coda', and this 2000 hrl rnsUma/ Rasldent1W Codes° DIVISION 06 -WOOD AND PLASTIDS Soobon 06090 - Wood and Plastic Fastenings SIMPSON STRONG 71Ee COMPANY, INC. 4120 DubNn Blvd., Sulk 400 DUBI IN, CALIFORNIA 11114111111111111, 1.0 SUBJECT 1.1 Truss and L&Asill Anchors 1.1.2 MAR Mudsill Anchor Blocs 1.2 Joist Hangers I JL1 HIT Hangers I Z2 JB/LB Joist Hangers 1.2.3 PF 1.2.4 LU 3.1.2 MAS Mudsill Anchor Block 1.2.5 LUP MAB mudell anchor black Is a No. 18 gauge dle frm oed 1.3 _ s pact 1'/4 inches (32 mm) wide, with an embossed hook on 1.3.1 LLTMTTI one end as shown in the figure with Table 3, The hook is g 1,3"2 H1/H2/H2.5/H3M41H5 embedded a minimum 17f 7 Inches (178 mm) into concrete Or 1.&3 AB grout that has a minimum compreesive strength of 2.600 psi 1.3"4 EPB (17.2 Lf)s) at 28 days. The 1 V. Inch (32 mm) strap Is soft 1.&S LCBICB into two legs, each a inch (22 mm) wide, and punched with 61. inch diameter (4 mm) holes. The legs are designed to 1.4 Purfin wrap around either a 2 x 4 or 2 x 8 mudalll, with nailing noted 1.4.1 PAIPAI/PAT/PATWPAR/PARP in Table 3. Steel complies w6h ASTM A 663 SQ Grade 33 1.4,2 MPAI specifications and has a minimum yield strength d33,000 psi 1.43 HAIHPAT (214 MPa) and a minimum tensile strength of 45,000 psi (310 MPa). Allowable shear and uplift loads shall be in 2.0 PROPERTY FORWHICH EVALUATION ISSOUGHT s000rdarlce with Tsble 3• Structural Wood Connections 3.2 Joist Hangars 3.0 DESCRIPTION 3.2.1 HIT Hangers 3.1 Thus and Mudoll Anchors HIT hangers are die formed from No. 16 gauge galvanized steel and we used to support prefabrkatsd wood I-Jdsis. AIT93 Truss Anchors and Truss Sit The seat is 3 Inches (PS mm) deep and is offset % inch (13 ETAfrSS emb as anchors seat snap -ins mm) from the support face, with the width amesponding to are used to attach roe eN5 concrete and masonry the particular supported member dimensions. The hangers walls. Straight end a ETA am available have a top flange depth ranging from 2d inches to 3 inches in six sizes a variety of apple The TSS, a (60 to T6 mm). See the figure with Tablas 4 and 5 for com roduct of the ETA. is used to Isture additional details. Steal compiles with ASTM A 653 CQ between the concrete anid the miss. The fi u speclllcatlans and has a minimum yield strength of 2a,000 psi (193 MPa) and a minfnwmtena0e strength of 38,000 psi (252 JCC-M t gmy rsporo sr her a be ca,w iW m rKprs•rw ft asm6i a or sly odw awlb•br sortp.olpoaRy oddroeHai nor sr dW to be womwed s ar RBw�Tlffdral/ glftAr /N�f.,ER gflAe rlmlVr era � j(7r i• Rae. T9tse it hp Rtss■ITy bYlCC AsanrRlyoa.fiovieR. bile, rOve+i a d0/ient m b �J' lr"O'16 or orbs wager Ao dJs npevt war it a4'P' dU&CaVmWdby 0"^^P•'A PaaR -1 of is cgwght o nw TYPE "A" STIRRUPS ALL RECESS LINTELS TYPE "8: STIRRUPS ALL OTHER UNTELS TYPE "A" STIRRUPS HOOR[o RERAR TYPICAL TYPICAL RECESS UNTELS I it ... ._. __._..._ STRUT _ RECESS LIRITELS 2" TYPICAL PRECAST LINTEL REINFORCING CAGE FABRICATION MODEL r" FAR RECESS i PRESTRESSED LINTEL REINFORCING CAGE FABRICATION MODEL 1® �`.. -(SEE GENERAL NOTE 6 FOR SYNTHETIC FIBER OPTIONi 8" PRECAST V(/ 2" RECESS DOOF_U-LiNTEL KAIj, M.T.S. 8" PRECAST U-LINTEL DATA TABLE SIZEL VOEYME W IIBGS T 1 BOTT rYPE #3 REBAR STEEL LENGTH 2'-9" TYPE 7/32 BAR I LENGTH 2'-6- SPACING N/A 4 2'-10" 0.026 102 3'-6" 0.032 126 3'-5" 3 -11 7/32 BAR 7 32 BAR 3'-2- V-8 N/A N A 4 4 4'-0" 0.037 144 4'-6" 0.041 162 4'-5" BAR 4'-2" N/A 4 5 -4 0.049 -3 BA 5 -0 N/A 6 5'-10* 0.054 1 #3 REBAR 5 -9 f73 BAR 5'-6" N A 6 6'-6" 0.oeo 234 #4 REBAR 6'-5' 8AR 6'-2" N A 6 7'-6" 0.069 270 /4 REBAR 7'-5" 7/32 BAR 7'-2" N/A 6 9'-4" 0.086 336 ;y4 REBAR 9'-3" #3 REBAR 9'-0" 2 -0 8 10'-6" 0.096 378 #4 REBAR 10'-5" #3 REBAR 10'-2" 2'-0" e 11'-4" 0.104 408 111 REBAR 11'-3" #3 REBAR 11'-0" 3 -0 8 12 -0 0.110 REBAR 11 -11 #3 REBAR I I'-8 3 -0 8 13'-4" 0.122 430 jF5 REBAR 13 -3" #3 REBAR 13'-0" 3'-0 8 14'-0" 0.129 504 1 /5 RE AR 13'-11 #3 REBAR 13'-8" 3-0 8 8" PRECAST U-LINTEL KALE, M.T.S. 8" PRESTRESSED U-LINTEL SCAM A.T.S. GENERAL NOTES: 1. REINFORCING STEEL: 7/32 BAR ASTM A510; f3, #4, 5. NOTE: THE TOTAL NUMBER Of STIRRUPS AND /5 REBAR GRADE 60 ASTM A615; 7/16 INCH REQUIREO IS COUNTED STARTING FROM EACH DIAMETER 270KS1 LOW -RELAXATION PRESTRESSING END OF THE REINFORCING CAGE; FOR EXAMPLE SRTAND ASTM A416. - NO. OF STIRRUPS - 4, THEN THE 2. CONCRETE STRENGTHS: Vc = 5000 PSI FOR 8" REINFORCING CAGE MODEL SHOWS 2 STIRRUPS PRESTRESSED LINTELS; f'c = 3500 PSI FOR ALL FROM _k N PRECAST 6 INCH LINTELS. / 6. 2.5 POUNDS OF POLYPROPYLENE FIBERS PER 3. INITIAL PRESTRESS FORCE - 0.70 x fpu. ` CU.YO. OF CONCRETE MAY BE USED IN LIEU I OF PRESTRESSED LINTEL REINFORCING CAGE J 4. STRIPPING STRENGTH: PRESTRESSED ` TO RESIST UFTING AMD HANDUNG FORCES. LINTELS = 3500 PSI. v A ob Z .01 CRAIGPARRINO THIS PROPRIETARY INFORMATioN IS PROVIDED FOR PRODUCT APPROVAL. IT IS 6324 CR 579 l; _ PROTECTED BY COPYRIGHT LAWS AND CANNOT BE REPRODUCED OR DISTRIBUTED SEFFNER. FL 33584 n1lun,; ��,ac �" ,ace f'or�t1+al WITHOUT THE PRIOR WRITTEN CONSENT OF FECP CORPORATION. FL. P.E. LIC, NO.44756 DI"'"IIII TITLE: CAST_ r Rr"_'i E 8" LINTEL FABRICATION DETAILS _�i® - -. ,IN FINE NAME: DBSU6I.DWG ORAWN 11Y: JOHN HOY rllw �[ tl. IR- RATION) SCALE: NOT TO SCALE uMros w°� au. {'"m• r 42) J DATE: 06/07/96 CHECKED BY: CRAIG PARRINO, P.E. - REG. NO. 44756 I DRAWING No. FD8 SHEET i OF I Pegs 4 of 19 NER-393 4.0 INSTALLATION 61 Test report on structural wand Connectors 41 accordance With ASTM D 1761, prepared by Testing The msnufacturse'spublished installation instruclionsandthis Engineers, Inc., signed byRostarn F.afamiiari, P.E.: report shall be adhered to and a copy of these instructions shall be avellable at all times on the jab site during installation. Request No. Report Date Model W, :5,0 IDENTIFICATION 0132PM3046 3/28186 HIT422 The SdmpawStrong-Tlefasteners covered bythis reportshall 85328 3J31/86 J8210 be identified by a label or stamp bearing the manufachmer's 85328-18 6/27186 H3 rlalne, [CC -ES is9acy report number, and name of the quality cordial agency, 85328-19 6127186 H2,5 6.0 EVIDENCE SUBMITTED 85328-23 6127186 H2 6.1 Test report on Structural wood connectors in 8532..8-24 W.7/86 H1 accordance with ASTM 0 1761, prepared by Testing Engineers, Inc.; 85328-27 7107186 MAR 85328-28 7/07/86 MAR P"Uset No. i:3ato Modal No. ftr*d & Seated 85328-31 7/07/86 MAS AL134148 10/28171 PA -PAT VaughnR. Peters M2042 7/25185 LU 85328-35 7107/86 LUP A176 N1545 LU 85328-37 7118/86 LU24 M8C1330132Q 6r17i85 t-14 Ctx><sd 85328-38 7/18/86 LUP24 Christenson, P.E. 86328-39 7/18186 A966 A231 6l18/M3 PIF24 & Conmo W26 C:hrtatensen, P.E. 85328-40 7/18/86 AB" A236 6119/85 PF24 4 Conrad 85328-41 7118186 A846 PF26 Christensen, P.E. 85328-40 9/18/86 A237 6/19/8s $53228-44 7118/86 LU26 6.2 Test report on structural wood connectors in accordance with ASTM D 1701, prepared by Testing 85328-54 8/17/86 LU28 Engineers, Inc., signed by David B. Jankovsky, P.E.: 85328-57 8/12/m LTT-26 Request No, Report Date Made) No. 85328-59 8112tW LU210 01239MD048 1107186 HIT424 85328-81 10107/88 HIT422 01329M2025 Z20186 J826 85328-83 10/10/86 HPA35 0132QM2025 212OW J028 85328-84 1(kilo88 HPA28 01329M2038 2i20/86 J8212 85328-91 10/29/86 LB1414 01329M2038 2i2OM6 J8214 85328-112 1107/87 H1 01329M2038 2/20/8B LB26 85328-130 2/25187 LU 01329M2041 212ZW LB28 85328-137 2f2W07 LU 01329M2041 b22/86 L8210 853211-138 2/25187 LU 01329M2041 212M 1.3212 85328-154 4itI3187 LB1420 01329M2048 2i27186 L8214 87005-8 t3/C1187 01321DM2048 212711% LB216 87DOS-19 6101187 EPS" 01320M 3013 3113186 87005-36 8(28/87 LTT19 8700"1 8/28187 LTT209 87005-69 9/14/87 JB 88018-24 5104/88 H5 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR 11-1 INTF1 A 4^=N4M fM SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-08 8RF6-IB 8RF10-08 8RF14-08 8RF18-OB 8RF22-OB 8Rf26-OB 8RF30-08 BRF10-1B 8RF14-10 BRFIB-18 BRF22-1B 8RF26-18 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060NI 7917ps 9311111 5'-10"(70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 111,1 1 2342 4242 6639(,0 8060De) 7402(,0 8706(Is 6'-8" (80") PRECAST 797 901 901 1825 3120 5048 7747 9448 7360 1825 3120 5048 7915 9479 10893t321 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998ps 1089 r4 9'-8" (116") PRECAST 411 466 999 999 1568 1 1568 1 2253 1 2253 1 3129 3129 1 4091 4150 3146 5891µ 526 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GENERAL NOTES MIAM11- MIAMI-DADE COUN I"I . ITORIUA MI':"I'RO-DAUB FLA(il i:J: Bt;11.1)IN(.i BUILDING CODE. COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. F1.0RiDA 33130-1563 NOTICE OF ACCEPTANCE (NOA) (305) 375-2901 I AX (305) 375-2908 www.buildinitcodeunlinc.coln Cast -Crete Corporation - - - - P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under The applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board ofRUlcs and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority flavink .lurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AH.1 (in areas other than Miami Dade County) reserve the right to have this product or material tested fur quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the Ail.l may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this accepta.Ttce, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as descrihed herein, and has been designed to comply with the iligh Velocity Hurricane Zone of the I'lorida Building Code. DESCRIPTI.ON: "Cast -Crete" 8 inch High Strength Precast and Prestressed Concrete Lintels APPROVAL. DOCUMENT: Drawing No. FUb, tilled "Cast -Crete 8" Lintel Fabrication Details", sheets i through 3 of"), prepared by Craig Parrino, P.I:., dated June 7, 1996. last revision dated February 17, 2006, signed and sealed by Craig Parrino, P+{ bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT' RATING: Lame and Small Missile Impact LABELINC:: Each lintel shall bear a permanent label with the mal)Lltacturer'.s name or logo and the Miami -Dade County logo. RENEWAL, of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the pertbrmance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes .shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, 1-lorida, and followed by the expiration date may he displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirely. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at rile request of the Building Official. This NOA revised & renews NOA # (13-0605.05 and consists of this page I, evidence submitted pages E-1. E-21 & E-3 as well as approval document mentioned above. The submitted documentation was reviewed by lmy A. Makar, P.E. NOA No 06-0222.01 Fxpiration Date: 05/21/2011 Approval Date: 05/25/2006 05 725-�Zo 0 6 Page i SAFE LATERAL LOADS FOR 8" PRECAST wl 2" RFrFSl2 nonR I I.I INTPI c SAFE LOAD PLF TYPE LENGTH 8RU6 8RF6 REIN*. CMU 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80";. PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 1) Materials: 12) Lintels are manufactured with 5-1/2' long notches of the ends to accomodate - Pc 8' precast lintel = 3500 psi vertical cell reinforcing and grouting. - f'c prestressed lintel = 6000 psi 13) The exterior surface of lintels installed in exterior concrete masonry walls sholl have - f'c grout = 3000 psi with maximum 3/8 inch aggregate a coating of stucco applied in accordance with ASTM C-926 or other approved coating. - concrete masonry units (CMU) ppeer ASTM C90 with minimum net area compressive strength = 19s0 psi 14 Untels loaded simultoneaus with vertical - rebar per ASTM A615 Grade 60 ) 1y (gravity or uplift) and horizontal (Ioteral) - prestressing strand per ASTM A416 Grade 270 how relaxation Toads should be checked for the combined loading with the following equation: - mortar per ASTM C270 Type M or S Applied vertical load Applied horizontal load S 2) AN safe load tables based on minimum 4 inch nominal bearing. Safe vertical load + Safe horizontal load 1.0 Exception Safe loads for lintel type 8U8 and 8RU6 must be 15) For composite lintel heights not shown, use sate load from next lower height shown, reduced by 20% if bearing length is less than 6 1/2 inches. 16) For lintel lengths not shown, use safe load from next longest length shown. 3) Provide full mortar bed and head joints. 17) Safe loads are superimposed allowable loads. 4) The number in parenthesis indicates the percent reduction for grade 40 15wid added rebor. 18) Addifional lateral load capacity can be obtained by the designer by providing additional Example: 7'-6" Lintel 8F32-18 safe ravity load - 6472 1s) reinforced concrete mosonry above the lintel. See sketch below: w/ 15% reduction -) 6472 (.85) = 5501 plf 5) NI lintels meet or exceed L/360 deflection. Exaepti40; Prestress lintel type 8F8 17'-4" and longer meets or exceeds L/180 deflection. Use is limited to conditions meeting the Florido Building Code Sections 1610 or 1612 as applicable 6) Shore filled lintels os required. 7) One 17 rebor moy be substituted for two 15 rebors. 8) Installation/attachment of lintel must comply with the architectural and/or structural documents. 9) The designer may evaluate concentrated loads from thn We load tables by calculating the maximum resisting moment and sheor "t d-awoy from (lie face of support. 10) N.R. = Not Rated 11) Bottom field added rebor to be located at the bottom of the lintel cavity. 1/2" CLR F'm=1500ps a SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE (2) #5 REBAR `-, GR40 or GR60 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR 11-1 INTFI S �asT-�isan SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-IT 8RF10-lT 8RF14-1T 8RF18-1T 8RF22-IT 8RF26-1T 8RF30-lT 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 sal 1952 2442 16) 2931 (6) 257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931(12) 130111s 1640(Rs 1980(Is) 2322(16) 395 589 1135 1 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 TYPE DESIGNATION 81_18 8F8 8F12 8F16 F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT t BOTTOM OF UNTEL CAVITY .. I 8F16-1 B/IT • . ' • NOMINAL WIDTH .-.lJ LgUANTTTY OF 15 NOMINAL HEIGHT REBAR AT TOP • • #5 REBAR AT TOP MIN. (1) REQ'O " 1-1/2" CLEAR ■ i i M ■ ■ i C.M.U. ° GROUT - /5 REBAR AT BOTTOM • • OF LINTEL CAVITY BOTTOM REINFORCING 8F32 $F28 8F24 8F20 7-5/8' ACTUAL I PRONDED IN LINTEL OF IAL nil MA•OMY (MpI!'t" PRG4r OOR rO RATION ) nn,w NID LMN ooxelui NMRtii .� 1.1A ,. 1 •• •Mw�. ]Jr27 B" NOMINAL. WIDTH (VARIES) 2 -ZO -Zdo� Ell., ll 1 y rl-.1; S1zi_t:7h-Eafi CRAIG PARRINO Imo: .ai a its oZ L 6324 CR 57905��?�o i I SEFFNER. FL 33584 FL. P.E. LIC. No.44756 TL.iu, i l;:• "'.::'e:� ;t d:ina you TITLE: CAST- E 8" LINTEL FABRICATION DETAILS FILE NAME: DBSUBI.DWG DRAWN BY: JOHN HOY _ _ _ SCALE: NOT TO SCALE DATE: 06/07/96 CHECKED BY: CRAIG PARRINO, P.E. REG. NO. 4475b DRAWING No. FOB SHEETS OF 3 ALL RIGHTS RESERVE) GORDA h ASSOCUTES ARCHRECiS®2008 COPYRIGHT REVISIONS 1 8-13-08 .Q R J � 1 Cn an -8-4 Q a o V 1 o E I. 11 1--'1 F--1 W o N v 1 r� �./ Ca o wM f--4 kAJ so I 00 co r ^ It) V 1 r�j J LL J 0 rO rV 11 (n bi V 1 Z U c' 5 O� � Z W N O DATE. 5/30/08 SCALE: AS NOTE) JOB No.: 27013 SHEET: A21 OF 22 SHEET`: REVISIONS 8-13-08 Mf� ADE M1AMI-DARE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE ( BCC.0) METRO-DADE RI,AGLER BUILDING PRODUCT CONTROL DIVISION 140 WEST FI.AGLER STREET, SUITE 1603 MIAMi, FLORIDA 33130-1563 NOTICE OF ACCEPTANCE (NOA) (305) 375-2901 FAX (305) 375-2908 GAF Materials Corporation - 1361 Alps Road. Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). 111is NOA shall not be valid after the expiration date stated below. 1'he Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIN may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Iligh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Timberline® Prestique® 40 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", wiless otherwise noted herein. RENEWAL ofthis NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively aiT'ecting the performance of this product. TERMINATION Of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA steal l be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may he displayed in advertising literature. If any portion of the NOA is displayed, then it shall be clone in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shah be available for inspection at the job site at the request of the Building Official. This renews NOA #07-0507.10 and consists of pages I through 4. The submitted documentation was reviewed by Alex Tigera. APPROVED MIAMI DADE BUILDING CODE COMPLIANCE OFFICE. (BCCO) PRODUCT CONTROL. DIVISION NOTICE OF ACCEPTANCE (NOA) ROOFING SYSTEM APPROVAL Categor: Roofing Sub -Category: 07310 Asphalt Shingles Materials Dimensional Deck Tvuc: Wood I. SCOPE This renews GAF Timberline Prestique 40 as manufactured by GAF Materials Corp described in Section 2 of this Notice of Acceptance. 2. PRODUCT DESCRIPTION Product Dimensions Test Product Description Specifications Timberline Prestique 13t/,"x 393/B- TAS 110 Fiberglass reinforced heavy weight asphalt roof 40 shingle, with a laminate profile 3. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering PA 100 02/23/94 Underwriters Laboratories, Inc. ASTM 3462 ASTM D3462 09/13/06 PRI Asphalt Technologies, Inc. ASTM D3462 GAF-102-02-02 11/02/05 Underwriters Laboratories, Inc. PA 107 Modifed ASTM D 3161 04/13/94 Center for Applied Engineering ASTM D3462 03/18/97 PRI Asphalt Technologies, inc. TAS 100 6AF-045-02-01 01 /13/04 PRi Asphalt Technologies, inc. GAF-102-02-01 11/14/05 Underwriters Laboratories, Inc TAS 107 04NK04273 02/20/04 Underwriters Laboratories, Inc Modified ASTM D3161 OSCA42840 11/11/05 4. LIMITATIONS 4.1 Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 4.2 Shall not be installed on roof mean heights in excess of 33 ft. 4.3 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. 5. INSTALLATION 5.1 Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 5.2 Flashing shall be in accordance with Roofing Application Standard RAS 115 5.3 The manufacturer shall provide clearly written application instructions. 5.4 Exposure and course layout shall be in comp lianec with Deta]I'A', attached. 5.5 Nailing shall be in compliance with Detail'B', attached. 6. LABELING 6.1 Shingles shall be labeled with the Miami -Dade Product Control Approved Seal or the wording "Miami -Dade County Product Control Approved". 7. BUILDING PERMIT RF,QUIREMENTS 7.1 Application for building permit shall be accompanied by copies of the following: 7.1.1 This Notice of Acceptance. 7.1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. 8. MANUFACTURING PLANTS 8.1 Tampa, Fi, 8.2 Michigan City, IN DETAIL A 134 1„ 82 r f 1 DETAIL R Front Side (Maximum Slope 12:12) 4 F- 6„ LL _ 1 5-5 -- 6 fasteners 72„ 712 „ 7 - L 1/2" f ..- Front Side (Maximum Slope 21:12) Tab Sealant 21, L Back Side END OF THIS ACCEPTANCE - Release Tape - Release Tape 18" 3/8" NOA No.:07-1120.14 NOA No.:07-1120.14 NOA No.:07-1120.14 NOA No.:07-1120.14 Expiration Date: 04/22/13 Expiration Date: 04/22/13 Expiration Date: 04/22/13 Expiration Date: 04/22/13 Approval Date: 05/o8/08 M 1 . �. rr Approval Date: 015/08/08 MIA•D,A MIDECOUN Approval Date: 05/08/08 ' "'' ' MIAMI•DADEC uNrY Approval Date: 05/08/09 "' • ' Page 4 4 Page 2 of 4 Page 3 of 4 of Page 1 of 4 MIAMI-DADS COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLF.R STREET, SUITE 1603 MIAMI, FLORIDA 331_M-1563 (305) 375-2901 FAX (305) 375 2908 GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Deck -Armor Underlayment LABELING: Each unit shall bear a permanent label with the manufacturer's narne or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 4. The submitted documentation was reviewed by NOA No.: 06-0606.04 Expiration Date: 10/12/11 Approval Date. 10/12/06 Page 1 of 4 ROOFING ASSEMBLY APPROVAL APPROVED ASSEMBLIES: Category Roofing Deck Type 1: Wood, Non -insulated Sub -Category: Underlayment Deck Description: `y/32" or greater plywood or wood plank Material: Polypropylene System A(1): Leak Barrier is installed as per current NOA approval at vulnerable leak areas. Deck -Armor Membrane is subsequently installed. Standard installation, no TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: exposure to rain/snow prior to installation of the Surface Roofing Assembly Product Dimensions Test Product minimum slope: 4"on 12". Specification Description Leak Barrier: Install Weather Watch@ or Stol mGuard@ leak barrier as per current NOA Deck -Armor 54" x 222' rolls ASTM D 226 A UV -stabilized polypropylene breathable approval at all vulnerable leak areas, this incl odes but is not limited to all eaves, Type H underlayment. To be used for roof deck valleys, rakes, skylights, and dormers. protection as an underlayment in sloped roof Membrane: One or more plies of Deck -Armor underlayti nt membrane with a minimum 3" assemblies. side lap and 6" end lap. Place th(, first course of membrane parallel to the eave. Weather Watch 36" x 50' rolls ASTM D 1970 Granular Surfaced modified, Fiberglass Fasten side and end laps with approved nails and tin caps 6" o.c. and fasten middle 36" x 67' rolls reinforced, bituminous sheet material for as of the roll with approved nails and tin caps 1 o.c. in two staggered rows, in the an underlayment in sloped roof assemblies. field of the roll. Designed as an ice & rain shield Surfacing: Approved Roofing Assembly. Storm Guard 36" x 66.7' rolls ASTM D 1970 Modified, fiberglass reinforced, bituminous sheet material for as an underlayment in Deck Type 1: Wood, Non -insulated sloped roof assemblies. Designed as an ice & rain shield Deck Description: '9132" or greater plywood or wocxl plank System A(2): Leak Barrier is installed as per cuurent NOA :-pproval at vulnerable leak areas. Deck -Armor Membrane is subsequently instal led. Special installation, for EVIDENCE SUBMITTED: exposure to rain/snow prior to installation of the Surface Roofing Assembly minimum slope: 2"on 12". Test Agency Test Identifier Test Name/Report Date Leak Barrier: Install Weather Watch® or StorinGuardo� leak harrier as per current NOA approval at all vulnerable leak aj eas, this includes but is not limited to all eaves, PRI Asphalt Technologies, Inc. GAF-025-02-01 ASTM D 1970 03/26/2002 valleys, rakes, skylights, and dot viers. PRI Asphalt Technologies, Inc. GAF-026-02-01 ASTM D 1970 03/26/2002 Membrane: One or more plies of Deck -Armor underlayment membrane with a minimum 3" side lap and 6" end lap. Place tho first course of membrane parallel to the cave. PRI Asphalt Technologies, Inc. GAF-112-02-01 ASTM D 226 Type II 03/15/20!)6 Fasten side and end laps with approved nails :-nd tin caps 6" o.c. and fasten middle of the roll with approved nails altd tin caps 121" o.c. in two staggered rows, in the field of the roll. If roof is exposed to rain/snow, tape all end and side laps with approved butyl adhesive based s,•am/cover tale or an approved waterproof cloth duct tape (fallow the tape manulacturer's installation instructions). Always apply tape over all fasteners at the censer of the roll or the laps to help prevent rain or snow from entering at the fasten •rs. Surfacing: Approved Roofing Assembly. CRA NOA No.: 06-0606.04AV%NOA No.: 06-0606.04 Y Expiration Date: 10/12/11 ry Expiration Date: 10/12/11 Approval Date: 10/12/06 Eta Approval Date: 10/12/06 Page 2 of 4qW Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Deck-Arnior shall not he used as roof tile underlayment. 3 This acceptance is for prepared roofing applications. Minimum deck requirements shall be in eotnpliane a with applicable building code. Deck -Armor shall be installed in strict compliance with applicable Building Codes and Manufacturers' specifications and guidelines. 4. Deck-Arnlor shall he applied to a smooth, clean and dry surface with deck free of irregularities. 5. Deck -Armor shall not be applied over an existing roof membrane. 6 Deck Armor Mate shell not be left exposed as a temporary roof for longer than 14 days of application. 7. All nails in the deck shall be carefully checked for protruding heads. Re -faster, any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 8. Deck Armor may he used with any approved roof covering; Notice of Acceptance listing Deck -Armor as a component part of an assembly in the Notice of Acceptance. if Deck -Armor is not li,ted, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products. wind uplift resistance, and fire testing results. 9. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 10. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 11. All memhranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade logo. END OF THIS ACCEPTANCE NOA No.: 06-0606.04 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 4 of 4 ALL RIMS RESERVE CORDA & ASSOCIATES ARCHffECrS®2008 COPYRIOH o � t o �a¢ 8 M� � W �T, H W o N h+i CD o I ►--i 00 I 00 00 u7 wrn w J o. CIDz to z U Cw z w � a �- rN O DATE. 5/30/08 SCALE: AS N OTE I , JOB NO.: 27013 SHEET: A2111 i 01 22 _SHEET 0 ELECTRICAL LEGEND SYMBOL DESCRIPTION MOUNTING BRANCH CIRCUIT CONDUIT AND WIRE CONCEALED ABOVE CEILING OR AS REQUIRED PER NEC. BEHIND FINISHED WALL. PROVIDE NUMBER OF CONDUCTORS AS REQUIRED, MIN. #12 AWG WITH EQUIPMENT GROUND WIRE (EG). BRANCH CIRCUIT CONDUIT AND WIRE CONCEALED BELOW FINISHED AS REQUIRED PER NEC. FLOOR OR UNDERGROUND. PROVIDE NUMBER OF CONDUCTORS AS REQUIRED, MIN. #12 AWG WITH EQUIPMENT GROUND WIRE (EG). — — — — — — — RACEWAY EXPOSED N WALL OR CEILING. PROVIDE NUMBER OF AS REQUIRED PER NEC. CONDUCTORS REQUIRED, MIN. #12 AWG WITH EQUIP GROUND (EG). X-1,3,5 HOMERUN TO PANELBOARD — LETTER INDICATES PANEL DESIGNATION, AS REQUIRED PER NEC. NUMBER INDICATES CIRCUIT(S), MINIMUM 3/4" CONDUIT. PROVIDE HOT MIN. #12 AWG CONDUCTORSS AND GROUND WIRE. FOR HOMERUNS EXCEEDING 90', PROVIDE #10 AWG CONDUCTORS AND GROUND WIRE. NEUT HOMERUN WITHOUT DESIGNATION SHALL BE A MIN. 2—#12, 1-1 2 EG DEDICATED CIRCUIT (0DR) SEPARATE NEUTRAL. COMPUTER 1. G. (REQUIRES SEPARATE NEUTRALC, 10 REQUFIORSMORE HREACURREJ10 DERATEACONDUCTORS PER) NEC THAN THREE URREMIN.J EG NOT SHOWN CARRYING CONDUCTORS PER HOMERUN. A INCANDESCENT, FLUORESCENT OR HIGH INTENSITY DISCHARGE CEILING — SEE O LUMINAIRE (LIGHTING FIXTURE), LETTER INDICATES TYPE FIXTURE SCHEDULE ® A LUMINAIRE (LIGHTING FIXTURE) WITH EMERGENCY BATTERY BACK—UP, CEILING — SEE LETTER INDICATES TYPE. FIXTURE SCHEDULE A 0° 1 ® FLUORESCENT LUMINAIRE FIXTURE, LETTER INDICATES TYPE, NUMBER CEILING — SEE CID 1 = CIRCUIT NUMBER, LOWER CASE LETTER a = SWITCH DESIGNATION FIXTURE SCHEDULE MAU FLUORESCENT LUMINAIRE FIXTURE WITH EMERGENCY BATTERY PACK, CEILING — SEE LETTER INDICATES TYPE. FIXTURE SCHEDULE A 1 ®a FLUORESCENT LUMINAIRE FIXTURE, LETTER INDICATES TYPE, NUMBER CEILING — SEE 1 = CIRCUIT NUMBER, LOWER CASE LETTER a = SWITCH DESIGNATION FIXTURE SCHEDULE A 1 FLUORESCENT LUMINAIRE FIXTURE, LETTER INDICATES TYPE, NUMBER WALL — SEE 9=90 1 = CIRCUIT NUMBER, LOWER CASE LETTER a = SWITCH DESIGNATION FIXTURE SCHEDULE A 1 FLUORESCENT STRIP LIGHT FIXTURE, LETTER INDICATES TYPE, NUMBER CEILING — SEE ��a 1 = CIRCUIT NUMBER, LOWER CASE LETTER a = SWITCH DESIGNATION FIXTURE SCHEDULE [� A INCANDESCENT, FLUORESCENT OR HIGH INTENSITY DISCHARGE WALL — SEE Q LUMINAIRE (LIGHTING FIXTURE), LETTER INDICATES TYPE FIXTURE SCHEDULE EMERGENCY LIGHTING LUMAIRE FIXTURE WITH EMERGENCY BATTERY 'EM' MOUNT 6" BELOW CEILING, BACK—UP, TYPE U.O.N. 10'-0" AFF, OR AS NOTED ®i X EXIT LIGHT, LETTER INDICATES TYPE. PROVIDE SINGLE OR DOUBLE UNIVERSAL MOUNTING, SEE FACE AND DIRECTIONAL ARROWS AS INDICATED ON DRAWINGS SCHEDULE AND BEHIIULTINS Tcg v ELECTRIFIED TRACK WITH TRACK HEADS, LENGTH AND NUMBER OF CEILING — SEE 22 TRACK HEADS AS INDICATED N DRAWINGS, LETTER INDICATES TYPE. FIXTURE SCHEDULE Sa SINGLE POLE SWITCH, 20A, 277V U.O.N. M . H . 48" AFF K=KEY TYPE, LOWER CASE LETTER a = SWITCH DESIGNATION TO TOP a THREE WAY SWITCH, 20A, 277V U . 0. N . M . H . 48" AFF S 3 LOWER CASE LETTER a = SWITCH DESIGNATION TO TOP a FOUR WAY SWITCH, 20A, 277V U.O.N. M.H. 48" AFF S4 LOWER CASE LETTER a = SWITCH DESIGNA11ON TO TOP S M MOTOR/HP RATED TOGGLE SWITCH SIZED PER MOTOR SURFACE, ADJACENT TO MANUFACTURER'S RECOMMENDATION, MINIMUM 20 AMP. OR ON MOTOR 1000 WATT INCANDESCENT DIMMER SWITCH WITH WALLPLATE. M.H. 48" AFF S D LUTRON MAESTRO MA-1000. FLUORESCENT AND LOW VOLTAGE TO TOP DIMMERS SHALL BE COMPATIBLE WITH BALLAST AND LAMP. TIME SWITCH, (TIME CLOCK), WITH 7 DAY, 24 HOUR SETTINGS, M.H. 60" AFF TO TOP RESERVE SPRING AND ENCLOSURE OF ENCLOSURE OS 1500 WATT WALL MOUNTED OCCUPANCEY SENSOR SWITCH WITH M.H. 48" AFF WALLPLATE. TO TOP ® 1500 WATT CEILING MOUNTED OCCUPANCEY SENSOR SWITCH WITH FLUSH IN CEILING COVER PLATE. m SINGLE RECEPTACLE — 20 AMP, 120VAC U.O.N. MOUNTED 18" AFF `Y TO CENTERLINE DUPLEX RECEPTACLE — 20 AMP, 120VAC U.O.N. MOUNTED 18" AFF TO CENTERLINE DUPLEX RECEPTACLE — 20 AMP, 120VAC U.O.N. MOUNTED 44" AFF TO CENTERLINE OR AS NOTED DOUBLE DUPLEX RECEPTACLE — 20 AMP, 120VAC U.O.N. MOUNTED 18" AFF TO CENTERLINE DOUBLE DUPLEX RECEPTACLE — 20 AMP, 120VAC U.O.N. MOUNTED 44" AFF TO CENTERLINE OR AS NOTED GH DUPLEX RECEPTACLE — 120VAC, WP DENOTES WEATHERPROOF MOUNTED 18" AFF WPq? GFI DENOTES GROUND FAULT PROTECTION. TO CENTERLINE ® SPECIAL RECEPTACLE, AMPERAGE, NEMA TYPE AS MOUNTED 18" AFF INDICATED. TO CENTERLINE U.O.N. DUPLEX RECEPTACLE — 20 AMP, 120VAC U.O.N. COMPUTER MOUNTED 18" AFF PC RECEPTACLE WITH SEPARATE NEUTRAL MIN. #10 AWG. TO CENTERLINE ® FLUSH FLOOR DUPLEX RECEPTACLE WITH ROUND FULLY ADJUSTABLE, DEEP, SINGLE GANG BOX WITH BRASS FLANGE COVER PLATE AND FLUSH IN FLOOR 4 1" CONDUIT HUBS. ® FLUSH FLOOR DOUBLE DUPLEX RECEPTACLE WITH ROUND FULLY ADJUSTABLE, DEEP, SINGLE GANG BOX WITH BRASS FLANGE COVER FLUSH IN FLOOR PLATE AND 4-1" CONDUIT HUBS. COMBINATION COMMUNICATION/POWER FLOOR BOX WITH DUPLEX FLUSH IN RECEPTACLE, ROUND FULLY ADJUSTABLE DEEP TWO —GANG WITH FLOOR BRASS FLANGE COVER AND 6-1" CONDUIT HUBS. COMBINATION COMMUNICATION/POWER FLOOR BOX WITH DOUBLE FLUSH IN 0 ® DUPLEX RECEPTACLE, ROUND FULLY ADJUSTABLE DEEP TWO —GANG FLOOR WITH BRASS FLANGE COVER AND 6-1" CONDUIT HUBS. 4"x4%2-1/2" DEEP BOX WITH 1" EMPTY CONDUIT WITH PULL MOUNTED 18" AFF 0 STRING AND CONDUIT STUBBED INTO ACCESSIBLE CEILING SPACE, TO CENTERLINE U.O.N. PROVIDE CONDUIT BUSHING. DATA/VOICE OUTLET. 4"x4"x2-1/2" DEEP BOX WITH 1" EMPTY CONDUIT WITH PULL MOUNTED 18" AFF STRING AND CONDUIT STUBBED INTO ACCESSIBLE CEILING SPACE, TO CENTERLINE U.O.N. PROVIDE CONDUIT BUSHING. VOICE OUTLET. 4%4%2-1 /2" DEEP BOX WITH 1" EMPTY CONDUIT WITH PULL M . H . 44" AFF 0 STRING AND CONDUIT STUBBED INTO ACCESSIBLE CEILING SPACE, TO CENTER OR PROVIDE CONDUIT BUSHING. DATA/VOICE OR (V) VOICE OUTLET. AS NOTED 1V TV CABLE OUTLET WITH JUNCTION BOX, -4 IA* CONDUIT WITH BUSHING MOUNTED 18" AFF Q STUBBED INTO ACCESSIBLE CEILING SPACE. TO CENTERLINE U.O.N. FLOOR MOUNTED COMMUNICATION LEGEND, WITH MINIMUM 1" C FLUSH IN UNDER GROUND WITH PULL STRING FLOOR POWER/DATA COMMUNICATION POLE WITH 2 QUAD RECEPTACLES SECURE TO STRUCTURE AND DATA CONDUIT STUBBED INTO ACCESSIBLE CEILING SPACE. PER MANUFACTURER COMMUNICATION RACK FOR DATA/COMMUNCITION EQUUIPMENT FLOOR MOUNTED U.O.N. ® AND CABLING, SEE SPECIFICATIONS AND DETAILS 120/208 VOLT OR 120/240 VOLT PANELBOARD, SEE M.H. 6'-0" TO TOP PANEL SCHEDULE OR AS NOTED DISTRIBUTION PANELBOARD, VOLTAGE AS INDICATED M.H. 6'-0" TO TOP SEE PANEL SCHEDULE OR AS NOTED �, HEAVY DUTY NON —FUSIBLE SAFETY SWITCH, (30/3/NF), U.O.N., M.H. 5'-6" TO TOP, ON (AMPERAGE/NUMBER OF POLES/NON—FUSED) EQUIP., OR AS NOTED �, HEAVY DUTY FUSIBLE SAFETY SWITCH WITH FUSES, (AMP/POLE/FUSE) M . H. 5-6" TO TOP, ON (AMPERAGE/NUMBER OF POLES/FUSE SIZE) EQUIP., OR AS NOTED Ep COMBINATION MOTOR STARTER/DISCONNECT WITH FUSES. FUSE IN M.H. 5'-6" TO TOP, ON ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EQUIP., OR AS NOTED 8 MAGNETIC MOTOR STARTER WITH FUSES. FUSE IN ACCORDANCE M.H. 5'-6" TO TOP, ON WITH MANUFACTURERS RECOMMENDATIONS. EQUIP., OR AS NOTED m VARIABLE FREQUENCY DRIVE AS INDICATED. COORDINATE WITH M.H. 5'-6" TO TOP, ON MECHANICAL CONTRACTOR. EQUIP., OR AS NOTED �, ENCLOSED CIRCUIT BREAKER AS INDICATED. M.H. 5-6" TO TOP, ON EQUIP., OR AS NOTED ELECTRICAL LEGEND SYMBOL DESCRIPTION MOUNTING MOTOR CONNECTION. PROVIDE FLEXIBLE CONNECTION AND AS NOTED DISCONNECT ° JUNCTION BOX OR OUTLET BOX, 4" SQUARE BOX UNLESS CEILING, WALL OR AS OTHERWISE NOTED, OR SIZED PER NEC. NOTED ® SECURITY SYSTEM KEY PAD BY OTHERS. PROVIDE 4"x4"x2-1/2" M.H. 54" AFF J—BOXWITH 1" EMPTY CONDUIT, BUSHING AND PULL STRING TO BOTTOM OR STUBBED INTO ACCESSIBLE CEILING SPACE. AS NOTED GENERAL LEGEND NOTES: 1. SYMBOLS SHOWN ON LEGEND MAY NOT APPEAR ON PLANS OR DETAILS. WHERE SYMBOL APPEARS ON PLANS OR DETAILS FURNISH AND INSTALL AS SPECIFIED. 2. NUMBERS SHOWN ON PLANS ADJACENT TO WIRING DEVICES INDICATE BRANCH CIRCUIT NUMBER(S). ABBREVIATIONS: AFF ABOVE FINISHED FLOOR MAX. MAXIMUM PC, C COMPUTER MIN. MINIMUM D DEDICATED CIRCUIT MCB MAIN CIRCUIT BREAKER E. EX, ETR EXISTING TO REMAIN MLO MAIN LUG ONLY EWC ELECTRIC WATER COOLER N/A NOT APPLICABLE EWH ELECTRIC WATER HEATER NEUT NEUTRAL EG EQUIPMENT GROUND NF NON —FUSED ESB ENERGY SAVING BALLAST PC PERSONAL COMPUTER CIRCUIT GA GROUND FAULT PROTECTION TIE TIE INTO CIRCUIT G, GND GROUND TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION GWB GYPSUM WALL BOARD TYP TYPICAL FOR ALL HP HORSE POWER U.O.N. UNLESS OTHERWISE NOTED IG ISOLATED GROUND RL RE —LOCATED M.H. MOUNTING HEIGHT WP WEATHER PROOF X—FMR TRANSFORMER LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION VOLTS LAMPS MOUNTING A 2'X4' PARABOLIC FLUORESCENT LUMINAIRE WITH 120 3-48" 32 WATT RECESSED LOW IRIDESCENT SEMI—SPECULAR 18—CELL T-8, 3500K, LAY —IN CEILING LOUVER, T-8 LAMPS, AND BALLAST. METALUX 85CRI & #2EPGX-332S361—GL—EB81, OR EQUIVALENT. ELECTRONIC BALLAST AE 2'X4' PARABOLIC FLUORESCENT LUMINAIRE WITH 120 3-48" 32 WATT RECESSED LOW IRIDESCENT SEMI—SPECULAR 18—CELL T-8, 3500K, LAY —IN CEILING LOUVER, T-8 LAMPS, AND 2—LAMP 1,100 LUMEN 85CRI & EMERGENCY BALLAST. METALUX #2EPGX— ELECTRONIC 332S361—GL—EB8I—EL 2L, OR EQUIVALENT. BALLAST B 2'X4' RECESSED FLUORESCENT LUMINAIRE WITH 120 3-48" 32 WATT RECESSED 0.125 ACRYLIC LENS, T-8 LAMPS AND BALLAST. T-8, 3500K, LAY —IN CEILING METALUX #2GR8-332A—EB81, OR EQUIVALENT. 85CRI & ELECTRONIC BALLAST C 4 FOOT FLUORESCENT LUMINAIRE WITH LENSED 120 2-48" F32T8 SURFACE OR ACRYLIC COVER. METALUX #CR-232A—EB8I —GL, 3500K, 85CRI CHAIN HUNG 9' OR EQUIVALENT BY COLUMBIA, LITHONIA, OR & ELECTRONIC AFF DAY —BRIGHT. BALLAST D 7" ROUND INCANDESCENT OPEN DOWNLIGHT WITH 120 1—PAR30 100 RECESSED LOW IRIDESCENT REFLECTOR AND PAR LAMP, WATT HALOGEN LAY —IN CEILING HALO #HD6-6600—LI EM 2—HEAD EMERGENCY BATTERY PACK WITH 90 120 5.4W INC WALL MOUNTED MINUTE BATTERY BACK—UP. SURE—LITES 8'-6" A.F.F. #CU-1—NC—SD, OR EQUIVALENT. F 7" ROUND FLOURESCENT DOWNLIGHT WITH 120 2-26W OTT, RECESSED N REFLECTOR AND COMPACT FLUORESCENT LAMP, 3500K & CEILING PORTFOLIO #C7226E-7251 LI ELECTRONIC BALLAST G 7" ROUND HID WIDE BEAM OPEN DOWNLIGHT WITH 120 1-70 WATT RECESSED IN LOW IRIDESCENT REFLECTOR AND HID LAMP, OPEN RATED CEILING PORTFOLIO #MD7-730-70-1E-7750—LI METAL HALIDE W WALL MOUNTED INCANDESCENT LUMINAIRE WITH 120 3-60 WATT SURFACE ON DIE CAST ALUMINUM BOADY AND LISTED FOR WET CANDELABRA WALL, VERIFY LOCATIONS. PROVIDE BLACK FINISH. THOMAS MOUNTING LIGHTING, COVINGTON SERIS #SL9142-7, OR HEIGHT WITH EQUIVALENT. ARCHITECT X LED EXIT SIGN WITH BRUSHED FACE ALUMINUM 120 LED SURFACE, OR HOUSING AND RED LETTERS. PROVIDE WITH SEMI —RECESSED EMERGENCY BATTERY BACK—UP, AND UNIVERSAL ON CEILING OR MOUNTING. SURE—LITES #TPX7-07OR—SD, OR WALL EQUIVALENT. ELECTRICAL SPECIFICATIONS P�1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH: D NFPA 70, (NEC),;QG51=DITION - NFPA 72, .9W EDITION. NFPA 101, LIFE SAFETY CODE 2003 EDITION. FLORIDA BUILDING CODE 2004 EDITION, WITH 05 & 06 SUPPLEMENTS. FLORIDA FIRE PREVENTION CODE 2004. ALL APPLICABLE RULES AND REGULATIONS OF LOCAL CODES. 2. ALL WIRING SHALL BE COPPER TYPE THHN/THWN. SOLID FOR #10 AND SMALLER, STRANDED FOR ALL CONDUCTORS #8 AND LARGER. 3. UNLESS OTHERWISE NOTED ALL CABLES AND CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY AS FOLLOWS: INTERIOR: a) EMT, SET SCREW TYPE FITTINGS OR COMPRESSION TYPE FITTINGS IN DAMP LOCATIONS. b) FLEXIBLE CONNECTION WHIPS (MAXIMUM 6'-0" LENGTH). FLEXIBLE CONDUIT SHALL BE USED FOR ALL FINAL CONNECTIONS TO MOTORS, LIGHTING FIXTURES AND OTHER VIBRATING EQUIPMENT. ALL INTERIOR CONDUITS SHALL BE CONCEALED EXCEPT IN ELECTRICAL AND MECHANICAL ROOMS. EXTERIOR (EXPOSED): a) RIGID GALVANIZED CONDUIT OR INTERMEDIATE METAL CONDUIT, (THREADED FITTINGS AS MANUFACTURED BY CONDUIT MANUFACTURER). b) FLEXIBLE LIQUIDTIGHT CONNECTION WHIPS (MAXIMUM 6'-0' LENGTH). FLEXIBLE LIQUIDTIGHT CONDUIT SHALL BE USED FOR ALL FINAL CONNECTIONS TO MOTORS AND OTHER VIBRATING EQUIPMENT. ALL RACEWAYS SHALL BE INSTALLED PERPENDICULAR AND PARALLEL TO MAJOR STRUCTURAL ELEMENTS AND IN A NEAT AND WORKMAN LIKE MANNER. EXTERIOR (UNDERGROUND): a) SCHEDULE 40 PVC. 4. DISCONNECTING MEANS SHALL BE OF THE HEAVY—DUTY TYPE. UNLESS OTHERWISE INDICATED PROVIDE NEMA 1 ENCLOSURE INTERIOR, NEMA-3R EXTERIOR. 5. CONTRACTOR SHALL CLEAN EACH AREA WHERE WORK IS PERFORMED ON A DAILY BASIS. 6. ALL CUTTING AND PATCHING SHALL BE RESTORED TO MATCH EXISTING SURFACE AND FINISH. WHERE NECESSARY TO DRILL THROUGH EXISTING FIRE RATED PARTITIONS OR FLOORS CONTRACTOR SHALL PATCH USING MATERIALS OF N EQUIVALENT FIRE RATING. 5. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO NEW WALLS, FLOOR, FURNITURE ETC. AND SHALL REPLACE ANY DAMAGED ITEMS WITHOUT ADDITIONAL COST TO OWNER. USE TEMPORARY COVERS TO AVOID SPREAD OF DUST AND CONSTRUCTION DEBRIS AS REQUIRED. 6. UPON COMPLETION OF THE WORK THE ELECTRICAL CONTRACTOR SHALL TEST ALL NEW EQUIPMENT, DEVICES, ETC. FOR PROPER OPERATION. REPLACE MALFUNCTIONING UNITS AND RE —TEST TO FULFILL REQUIREMENTS. 7. PNELBOARDS SHALL BE ACCURATELY LABELED TO IDENTIFY FINAL CIRCUIT NUMBERS UTILIZED, THEIR LOAD AND LOCATION. 8. ELECTRICAL INSTALLATION SHALL BE CLOSELY COORDINATED WITH ALL OTHER WORK. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ILL—TIMED INSTALLATION INCLUDING ANY ASSOCIATED REPAIRS OR REPLACEMENTS. 9. "PROVIDE" SHALL MEAN "FURNISH AND INSTALL". 10. LIGHTING TOGGLE SWITCHES AND COVERPLATES SHALL BE 20 AMP, COMMERCIAL GRADE TOGGLE TYPE SWITCHES, LEVITON SC120-2, OR EQUIVALENT. ALL SWITCHES AND COVERPLATES SHALL BE WHITE. ALL SWITCHES SHALL BE GANGED IN ONE COMMON COVERPLATE. LOCATIONS AND HEIGHTS SHALL BE COORDINATED WITH DOOR SWINGS AND COUNTER HEIGHTS. COVERPLATES SHALL BE PLASTIC, LEVITON UREA OR EQUIVALENT. 11. DUPLEX AND DOUBLE DUPLEX RECEPTACLES SHALL BE 15 AMP, 125 VOLT RATED, COMMERCIAL GRADE, LEVITON CR15 OR EQUIVALENT. RECEPTACLES SHALL HAVE A GREEN GROUNDING SCREW TERMINAL AND A SELF GROUNDING CLIP. ALL RECEPTACLES SHALL BE WHITE. DEDICATED RECEPTACLES SHALL BE 20 AMP RATED. EXACT LOCATIONS AND MOUNTING HEIGHTS SHALL BE COORDINATED WITH THE COUNTER HEIGHTS AND ALL LOCATIONS SHALL BE VERIFIED WITH THE OWNER PRIOR TO ROUGH —IN. GFCI TYPE RECEPTACLES SHALL BE 20 AMP 120V, NON FEED—THRU TYPE. COVERPLATES SHALL MATCH LIGHTING SWITCHES. 12. PANELBOARDS SHALL BE EQUIPPED WITH COPPER BUS, 98% CONDUCTIVITY. CIRCUIT BREAKERS SHALL BE OF THE BOLT —ON TYPE, AIC RATINGS AS INDICATED. ACCEPTABLE MANUFACTURERS: GE, SQUARE D, SIEMENS, AND CUTLER —HAMMER. 13. SUPPORTING DEVICES DAMP LOCATIONS AND OUTDOORS: HOT DIP GALVANIZED MATERIALS, U CHANNEL SYSTEM COMPONENTS. DRY LOCATION: STEEL MATERIALS. STRENGTH OF SUPPORTS: ADEQUATE TO CARRY THE LOAD TIMES A SAFETY FACTOR OF FOUR; MINIMUM 200—LB DESIGN LOAD. 14. ELECTRICAL IDENTIFICATION ENGRAVED PLASTIC LAMINATE. INSTALL ON EACH UNIT OF EQUIPMENT. THIS INCLUDES POWER, LIGHTING AND ALL SYSTEMS. USE THE FOLLOWING COLORS FOR SERVICE, FEEDERS AND BRANCH CIRCUITS: 1. 120/208V. PHASE A. BLACK. PHASE B: RED. PHASE C: BLUE. 15. TVSS UNITS SHALL BE OF THE MODULAR DESIGN TYPE WITH FUSES RATED AT 80 KAIC, RED AND GREEN LED'S FOR POWER AND PROTECTION STATUS. UL1449 CLAMPING VOLTAGE FOR WYE CIRCUITS AS FOLLOWS: LINE TO NEUTRAL: 40OV. LINE TO GROUND: 40OV. NEUTRAL TO GROUND: 40OV. 16. TEMPORARY ELECTRICAL SERVICE: COST OR USE CHARGES FOR TEMPORARY FACILITIES ARE NOT CHARGEABLE TO THE OWNER, ARCHITECT OR ENGINEER. PROVIDE RECEPTACLE OUTLETS ADEQUATE FOR CONNECTION OF POWER TOOLS AND EQUIPMENT. PROVIDE TEMPORARY LIGHTING WITH LOCAL SWITCHING THAT PROVIDES ADEQUATE ILLUMINATION FOR CONSTRUCTION OPERATION AND TRAFFIC CONDITIONS. GENERAL PROJECT NOTES REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL PROJECT REQUIREMENTS. 6014HammockHaAve Lthia'a 33547 FWW Soma of PlOaftial En*mm - Umm / UM Qaooe �a Ewo cciallo. MIC. Au MWI MUM O#Ice:813.394.1638 Fa:c813-651.9721 All Alm m mYFD REVISIONS Q8-13-08 •00 �00 6 5� a� 0 O C) W F� 1--1 1.4 E A 11-1 W E-4 A H W w o N r� �o .. I 00 ~I co M 0& N� 1�+-"I co 0o to M wM E-� U- J W �z �w z LLJ � a A N DAI` 11 /7/07 scmL. AS NOTED im No- 27013 SHM Eml ov A-8 f., SEE SHEET E-3 FOR LIGHTING REQUIREMENTS .... ...... ...... . .. .. ...... . ............................. ... ........ ....... . . ......... . ........ ..... ............ .. .. . ... .. . . ........ .. . ....... . . . . .. .......... fi . ... . ..... .. . .......................... ... ...... . . ............. .......... ............ ...................... 5 AE 5 5 5 3b 3b 5 5 5 5 "A KX\ ................ —. AE L ................. .............. .. .... .......... ........... ..... ......... . ....... ... ........................ ............. . ....... .... .......................... ................................. .. .......... u................................ . ... ......... . . .. ... .. . .......... ..... ... .... ................. ........ .......... .............. ...................... . ............ ............. ................. ..... .... ..... .... ..... ... . .... ..... .... .. ...... ... . .... . .... ... ..... ................... ......... ..... ..... .... ... ..... ..... ..... .... ..... .. .... ..... ..... ....... .... . ................... ........ ... .................. ............ ...... .......... ... ......... ................................................ ................ ............. ............................. ..................... .......... - .................... ................... . ..... . . ..... ..... . ... ..... ............ ..... .......................................... .......... ..... ... . .... .... ..... .... . .. ..... ..... . ... .... ..... ... ....... ... ............. ........... w ............... ................... ... ... w LIGHTING PLAN NOTES ............... .......... . . ..... ..... ..... . ... .... ... .................. .......... ............ ......... .... ................... .............. ......... .. . .. ..... ..... . . ..... .............. ..... .......... - .............. .................... w: . ..... EXTERIOR LIGHTS SHALL BE CONTROLLED BY TIMECLOCK. SEE RISER DIAGRAM. ELECTRICAL LIGHTING PLAN SCALE: 1/4"=l'—O" ELECTRICAL PLAN GENERAL NOTES 1. ALL EXIT SIGNS AND EMERGENCY BATTERY PACKS SHALL BE CIRCUITED AHEAD OF THE SWITCH LEG. 2. ALL 2'X4' LUMINIARES SHALL BE TYPE 'A' UNLESS OTHERWISE NOTED. 111 ............. ..... ... .................. I ............ ....................... ........... MDENGINEERING, INC. AL Mm mww 0M9A & MW=0 NOMMV2W CWNW REVISIONS B-13-08 au) w W ce LL- 6 z av ow (L c) 1-4 0 0 M 00 ot 0.04 00 -41!4 0 co cL0 n L0 E---4 LL. r4 C) V) LLI cn z -41!e4 8 c;dLLJ =) z w "!e4 a C14 NN 04 C) C.) DATE 11/7/07 SCKL- AS NOTED im NOJ. 27013 SHEET: E=2 of %Em t), 4 v ... .... ..... .... ....... .... ..... ... ........ .......... ..... ..... .... ..... .... ..... .... .... ............................ ....................... . . .... .. .. .... .... . ..... ..... ......... ..... ..... .... .... ..... . ..... .... . . .... .. ................ .. . ............... ............ .. ..................... ................................ ... ................ ...................................................... - 16 . . ..... . ... ..... .. .... . ............. ............ .......... . . ......... : ................. .............. ............... .......... ................. .................................... .. .... . . .. ........ ... . ....... ........ ................ G G G A-2 G G G G ELECTRICAL LIGHTING PLAN SCALE: 1/4"=1'-O" ... ..... .... .... .... .... .... ..... .. .. .... . . . .. . . . ... .. .. ..... .... . ... ....... .......... .................. ... .. . . ............................................................................. ..... ..... .. .... ..... ..... .... ..... . .............................. .... ... ................................................ .. . .... ..... .... ... . .... ..... .... .. . ..... ..... ..... .... ..... .............................. . ....... . ... ...................................................................................... ........................... ............................. .............. I .......... .... .... ..... .... ..... .... .... . . ... ...... ...................................................... ............... .... ... ... . .. .. ................. . ... .... ........ ... ....... .. . . .. ............................... ........ . .. . . .. . ............ ...................... .............. ........ .............. SEE SHOP DRAWINGS FOR ROUGH -IN REQUIREMENTS ............................................................................................. ................ ............. .............. ..................... ........... I .................. ........... .......... ...................... .................................. .............. .......... ............ xd, A 'r"KA J: .5 .... . .. .. .. + .................. ... .................................................. ................ ................ i10 ........... ........ .................... .... .... ................ WITH ISOLATED GROUND ... ... ...... . .. ...... \-4- CONDUIT 02 B-2 SEE SHOP DRAWINGS FOR ROUGH -IN REQUIREMENTS ............ ... .......... .. . A-22 3/4. CONDUIT I .... . ... ..... . ... . .. .................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. . . ..... ... ........... ... . . ....... -J ELECTRICAL POWER PLAN SCALE: 1l4"=1'-0" Fbft goad of Pioksft r 91 - Lbw 0 m" 02M Mn DMOOM W_ AU NWS InWO Al mm omm cm a === mmmo3w cWtuff � REVISIONS 8-13-06 z ko co w 0 Z a. F% U- ��o C) 0..4 E-4 E­4 C) 04 �Zol Do uTW cm NN 1+1 00 00 Lo cn to wM � T� cn cn z ,41!4z (6) C;dLi D z w C*4 p4Z C> C..) WE 11/7/07 Sam AS NOTED XG NOJ* 27013 SHW-. E=3 I w SEEIS l CU-2 A-26,28,30 KWH METER ® PROVIDE 120 VOLT SMOKE DUCT DETECTOR WITH REMOTE TEST SWITCH AND SHUT DOWN RELAY. SMOKE DETECTOR SHALL SHUT DOWN AIR HANDLER UNIT UPON ACTIVATION, COORDINATE WITH THE MECHANICAL CONTRACTOR. O5 ROUTE CONDUIT TO WIREWAY BELOW WINDOW AND ROUTE 1' CONDUIT TO 4'X4' JUNCTION BOX ABOVE WINDOW, SEE SHOP DRAWINGS FOR DETAILS. © PROVIDE SECURITY CONDUIT FOR SECURITY SYSTEM, SEE SHOP DRAWINGS. PROVIDE 6"X6" JUNCTION BOX AT 54" AFF FOR ALARM PANEL AND 8"X8" JUNCTION BOX ABOVE CEILING WITH MINIMUM OF THREE (3) 3/4" CONDUITS BETWEEN JUNCTION BOXES. PROVIDE 3/4" CONDUITS TO 8"X8" JUNCTION BOX FOR ATM, VAULT, AND NIGHT DEPOSITORY CABLES. PROVIDE THREE (3) RECEPTACLES ADJACENT TO 8"X8" JUNCTION BOX AND TIE INTO CIRCUIT 'A-5'. IN ADDITION, PROVIDE FIVE (5) 2" CONDUIT SLEEVES THROUGH CEILING. 3/4" CONDUIT SEE SHEET E-3 FOR POWER REQUIREMENTS . PROVIDE FIVE (5) 3/4" CONDUITS FOR VAULT PANEL, SEE SHOP DRAWINGS ELECTRICAL POWER PLAN_ fu mm Fam cm a momm maa=om 000aR REVISIONS 0 8-13-08 a� u w Lo c u O az ui sa a� 0 � A 04 w AO0-4 �A1-4 E--4A� � W N O1-4 �g w� I E--4M �00 I 04= °° co to M L2 O. U)V) cn 2 ,lt!4Q U v W Z W Q A N N N^N i+l 1* d, O M' 11/7/07 Nam' AS NOTED im Not 27013 SHM E=4 of SHEM �if�liY■yl�Y. � ...: PANEL A VOLTAGE 120 / 208 V SIZE 400 MCB CABINET SURFACE NEMA-1 SQD NQOD OR EQUIVALENT PHASE 3 PH 400 BUS RATING 22,000 AIC SERIES RATED cn z REMARKS CKTBKR.j VA PHASE LOAD F U BUS I U VA PHASE LOAD CKT,BKR. REMARKS c» ►w- z AMPS P A 6 C ABC A B C AMPS P LOBBY LIGHTING 20 1 1400 1 X1 1 1 2 900 20 1 JORNE THROUGH UGHTS LOBBY LIGHTING 20 1 1400 3 X r 4 600 20 1 IDRIVE THROUGH SIGNS OFFICE LIGHTING 2.0 1 1000 5 X 6 20 1 SPARE RR:'COW/BRFAKUGHTS 20 1 1300 TT— 8 1080 20 1 EXT. LUMIMARES TELLERIVAULT LIGHTS 20 1 1200 9 X 10 SOO 20 1 LANDSCAPE LIGHTING COPIER 20 1 1000 11 X 12 500 20 1 IANDSCAPEL*KrII� 9REAKRM COPFLE MAKER 20 1 800 13 X 14 500 20 1 MONUMENT SIGN BREAK RIM micRowAvE 20 1 800 15 X 16 20 1 SPARE LiREAK AM REFRIGERATOR 20 1 800 17 X 18 1 SPACE LIFT STATION 80 3 7056 19 X 20 780 20 1 EWC/RECEPT 7066 21 X 22 2400 30 1 PNUEMATIC TUBE 23 X 24 2400 30 1 SPARE CONDENSING UNIT#1 40 3 2736 25 X 26 4776 60 3 CONMSING UNJT #2 2736 27' X 28 4776 2736 29 X 30 4776 AIR HANDLER #1 60 2 6198 r 31 X 32 4788 50 3 AIR HANDLER #2 6198 33 X 34 4788 SPACE 1 35 X 36 4788 PANEL B 150 3 7470 137 X 38 30 3 SURGE PROTECTION DEVICE 5730 39 X 40 6840 41 1 IX r 42 TOTAL 1 269601 251201 12376 128241 13064 12464 TOTAL r MECHANICAL ELECTRICAL SCHEDULE MARK VOLTS PHASE HP HET FLA SAFETY SWITCH STARTER FEEDER DESCRIPTION KW AHU-1 208 1 3/4 11.25 59.6 60/2/F BY MFR 2 #6, 1 #10G, 1 "C AIR HANDLER UNIT, FUSE PER MANUFACTURERS RECOMMENDATION CU-1 208 3 1/4 - 22.8 60/3/F BY MFR 3 #8, 1#10G, 1"C CONDENSING UNIT, FUSE PER NEMA-3R MANUFACTURERS RECOMMENDATION AHU-2 208 3 2.4 10.0 39.9 60/3/F BY MFR 3 #6. 1 #10G, 1 "C AIR HANDLER UNIT, FUSE PER MANUFACTURERS RECOMMENDATION CU-2 208 3 2-1/4 - 50.3 60/3/F BY MFR 3 #6, 1 #10G, 1 "C CONDENSING UNIT, FUSE PER NEMA-3R MANUFACTURERS RECOMMENDATION EF-1 120 1 - - 35W BY MFR BY MFR 2 #12, 1#12G, 1/2"C EXHAUST FAN. FAN SHALL RUN CONTINUOUSLY EF-2 120 1 - - 35W BY MFR BY MFR 2 #12, 1#12G, 1/2"C EXHAUST FAN. FAN SHALL BE CONTROLLED BY LIGHT SWITCH EF-3 120 1 - - 35W BY MFR BY MFR 2 #12, 1#12G, 1/2"C EXHAUST FAN. FAN SHALL BE CONTROLLED BY LIGHT SWITCH EWH 208 1 - 2.0 9.6 30/2/NF - 2 #12, 1#12G, 1/2"C ELECTRIC WATER HEATER LIFT 208 3 2-10 - 65.4 BY MFR BY MFR 4 #3, 1#6G, 2"C LIFT/PUMP STATION STATION A-19,21,23 TOTAL DEMAND DEMAND TABULATION LOAD FACTOR LOAD MEASURED LIGHTING r 10380 1.25 12975 COOLING 225.36 HEATING 26760 1.00 26760 RECEPTACLE 3400 1.00 3400 MISCELLANEOUS 88564 1.00 18564 8 LARGEST MOTORr 211681 1.25 1 26460 2 TOTAL DEMAND LOAD r 88159 VA 10 TOTAL DEMAND AMPS' 244.7 A TC PNL PNL A F B MIN SERVICE REQUIRED" 305.9 A #4 cu M 7 400A 150A MCB MLO TVSS % 15,278 SCA PANEL B VOLTAGE 120 208 V SIZE 150 MLO CABINET SURFACE NEMA-1 SQD NQOD OR EQUNALENT PHASE 3 PH 225 8US RATING 22,000 AIC SERIES RATED In 0 z REMARKS CKT.BKR. VA PHASE LOAD U BUS VA PHASE LOAD U A B C CKT.BKR. Cn W REMARKS 0 z AMPS P A B C ABC AMPS P EXTERIOR RECEPrACLFS 20 1 360 1 X 2 2280 30 1 JATM IG TELEPHONE RECCrgACLES 20 1 400 3 X 4 800 20 1 COPY COUNTER RECEPT SECUR!TYRKEPTACLES 20 1 726 5 X 6 800 20 1 100PY COUNTER REGFPT DRIVE THRU COUNTER 20 1 360 7 X 8 1300 20 1 OFFICE RECEPTACLES PNEUMATYC RECEPT 20 1 500 9 X 10 1050 20 1 CC3' FLOOR BOX RT DRIVE THRU COUNTER 20 1 360 11 X1 I. 12 1400 20 1 FLOOR BOX RECEPT TELLER COUNTER 20 1 720 13 X 14 900 20 1 OFFICE RECEPTACLES TELLER COUNTER 20 1 900 15 X 16 900 20 1 OFFICE Rt=CEPTACLES GENERAL RECEPT 20 1 1080 17 X 18 1080 20 1 CONFERENCE RECEPT MUSIC RECEPTACLE 20 1 500 19 X 20 1050 20 1 FLOOR BOX ITT COUNTER RECEPTACLE 20 1 180 21 X 22 20 1 SPARE VAULT/NIGHT DEPOSIT 20 1 400 23 4 20 1 SPARE SPARE 20 1 25 X6 20 1 SPARE SPARE 20 1 27 X' 128 1 SPACE SPARE 20 1 29 0 1 SPACE SPACE 1 31 X2 1 SPACE SPACE 1 33 X 34 1 SPACE SPACE 1 35 X 36 1 SPACE SPACE 1 37 X 38 1 SPACE EWH 20 2 1000 39 X 40 1 SPACE 1000 41 X 42 1 SPACE TOTAL 19401 29801 3560 5530 2750 32801 TOTAL NOTES: 1. PROVIDE WITH ISOLATED GROUND BAR IG = PROVIDE ISOLATED GROUND TABULATION TOTAL LOAD DEMAND FACTOR DEMAND LOAD MEASURED LIGHTING COOLING HEATING RECEPTACLE 18040 0.78 14020 MISCELLANEOUS 2000' 1.00 2000 LARGEST MOTOR TOTAL DEMAND LOAD 16020 VA TOTAL DEMAND AMPS' 44.5 A MIN SERVICE REQUIRED`" 55.6 A THE AVAILABLE FAULT v 16.080 SCA J �% I ' CURRENT IS ASSUMED TO BE 48.792 SCA METALIC COLD WATER PIPE EXOTHERMIC WELD 15' MIN. L9�9 #4 CU NONMETALLIC SLEEVE RISER DIAGRAM NOT TO SCALE RISER DIAGRAM NOTES O ROUTE SERVICE ENTRANCE CONDUCTORS TO HAND HOLE AT BASE OF UTILITY POLE. COORDINATE ALL REQUIREMENTS WITH THE LOCAL UTILITY COMPANY PRIOR TO BID. PROVIDE CONDUITS, METER SOCKET, AND ACCESSORIES AS REQUIRED. COORDINATE WITH PROGRESS ENERGY, MR. DARRYL FOSHEE, AT 813-783-6944, PRIOR TO BID. O PROVIDE 400 AMP METER SOCKET IN ACCORDANCE WITH THE UTILITY COMPANY REQUIREMENTS. 3O PROVIDE UTILITY COMPANY APPROVED LIGHTNING ARRESTOR. ® PROVIDE 3/0 COPPER GROUNDING ELECTRODE CONDUTOR TO THREE (3) 3/4" X 10' COPPER CLAD GROUND RODS, METALLIC COLD WATER PIPE, AND BUILDING STRUCTURAL STEEL. O5 PROVIDE 4 #500 KCMIL IN 4" CONDUIT. © PROVIDE 4 #1/0, 1 #6 GND AND 1 #6 ISOLATED GROUND IN 2" CONDUIT NIPPLE. O7 PROVIDE TRANSIENT VOLTAGE SURGE SUPPRESION, (TVSS). SEE SPECIFICATIONS. PROVIDE 4 #8, 1 #8 GND IN 3/4" NIPPLE. ®PROVIDE ELECTRONIC TIMECLOCK WITH 8—POLE, 20 AMP RATED CONTACTS IN AN ENCLOSURE. CIRCUIT EXTERIOR LIGHTING CIRCUITS THROUGH TIMECLOCK. INTERMATIC SERIES ET70000C, MODEL # ET70815CR, OR EQUIVALENT. 9O TELEPHONE CONDUITS, SEE SITE PLAN. 10 TELEPHONE BACK BOARD, SEE POWER PLAN. %fNGNffMGjNC. CONSULTITIG ENGINEERS 60141iemmock H111, Ave Lld4FL 33547 no Il and of PIokoft l En91 - uoww. 0 tan ©sane MD c EL"M PC. All rMl vM Office: 813.394.1638 Pax813-651.9721 au sans � ane 03w Owvmw REVISIONS Q8-13-08 zto CID \ w w� fe tL 0 az ow (L aLL- 61 � A O 1--1 M-4 AC)� W ~ E--4A � w O N r� �o o Qf W M 00 I 4 i+l 00 • 00 u7 Cn to W M 0 • C w M z -lt!48 v W z W �+ a AN N WE 11/7/07 WAL. AS NOTED 'w Nm: 27013 smw- of suers v A ROUTE SERVICE ENTRANCE CONDUITS TO BASE OF PROGRESS ENERGY UTILITY POLE, SEE RISER DIAGRAM LLJ: Li .............................. - ............ .... . ................ ............ - . . . . . . . . . . . . . . k % % PROPOSED BANK BUILDING ................ t ... .... ... ......... . .................. .... . . ............ . ........................... AJ-14 PROVIDE TWO, (2) 4 "N CONDUITS FOR TELEPHONE SERVICE, � STUB UP BELOW TELEPHONE BOARD AND ROUTE TO PROPERTY::.UN -E AS DIRECTED BY THE LOCAL TELEPHONE COMPANY ........... ... .. ... . ........ . . . ........ ............... . . . .......... ........... ............. . .................... ............ .... ...... - ................................................. . . . . .. . . . . . . . . . . . ............. .. . . . . . . . . . . . .. . . . . . . .. . .. . . . .. . . . . ........... E L A N D Immo 00.0 U L E v MR D SCALE: 1 *=30'-0" A g Y R q N 'V> 5 I r— /'N r— K 1 r-% S E .. .... ...... . . .. .... .. ............... . . ......... . . ... .. ... ...... ....... ......... ...... ..... . ..... ......... ......... ..... .... .... ..... . .. . ... ... .......................... ........... .... . ............ ........... ................ .......... ...................................... ......... ......... ......... ... . . . - - - - - - - - - ................. ................................ ... ....................................................... ... ...... . . ............ ... .......... ........ .............. . ........ ......... ... ............. .............. ........... ........... . ........... . . .................. . .......... . ........ ........ ....... . ............ . . ....... A ................................. . ......... -- ............. 1� ........... %fNGNffMGl INC. MNSUTNG INGNM 6M4Ha=o&fWAve (Acr.813-N4-10 lid" FL M-47 F=813,651-9721 Fbft load of Wwft Ei gl - Lba 0 26m 02000 MD DMOY&A NC. ALL RMI NUERVIED ALL mm I mm% & mmm mommc)3w cwmmlr I REVISIONS O8-13-08 z N � d - C) ow � 0--.4 1-4 c 1.4 1.4 E--4 E--4 0 0) rn E--4 1 04 = 00 --t4 0 00 Lo Lo pn rn Ld N N NAN TO am- 11/7/07 MAE AS NOTED X8 NO- 27013 3mm. ESml QWT aim 1 P CU-2 1 1 , 1 - 1 • • ` + r 1►�:�:!-�:�:�=:_:�:�:�:�:�, -�•-------------��--�-�-� - - , - -i. I► _' :ice%i'r►iri�i� �►Z�iii i - - - �-� II -� - - �ti1 F ►� : - r�-�-1 OR- FURTHE INFORMATION. � 1� 1111 . 'I/IT�11�I'111 II,"PI'1►111 l�f/Tf///fig/f�,�+�►� ' ' 1��I •..Il llillll11111►�� .�If� ♦ ,, 111��11J11_ I�i11IIIu111�I11111,/1111�,L1111111111,�.� ► � �._ � :,:. Ir `. � ��► �� : to %i ►1�� -. ��� -� ..... Ih1111�1�Il11�1'E:I::aT!� � ; .: :., ' ' : : r, _ .1 ��I/'1!111�1!1�111'Hfllf'1'1►1►1"I�IfI!1!11lfillit'i'Iflifll'I►1!1!1!1!I�Iflfll I►1iIlfUllr►'I I:,.rp��p�rtrm_rl!Il�l►1"I�Nfdflll � �IIN� � 11 `� ` /► , rI Ir I�: �1!1!1►d"bfl!!l/►1!d I I!Ifi':'d!1!I I►I�//Crr.►�.u! �� ram' _ _ - �i I� ■, t 1 /�1 �' nrr� � ■ I Im..r•ru.q.rr•ur•►••�•r•.I�Ir I�►�I q.....m . �r� - - ... �111111 ► r / t r Ii►Iflll � �—� �uIrralmirlIle, win: Mirlrmiulnr,rii.r��M1rr1rr., Iiil'��'�i�iili�H■►�1.a�1■�I'� r► - 1 Ir I'�� m� If ...•ur r I -- .. lolillI �,��� 111'1'19'llli�ll't:'ael I/14�I�1I'1'1'LI'I'1!I�I!II�I'1!1!1!�.�CONFERENCE -IZ_ OUTSDE AF C ALC ULAT ON: PER TABLE 6-1, ASHRAE STANDARD 62.1 - 2004 OFFICE SPACE: NET OCCUPIABLE SPACE X 0.06 = REQUIRED CFM j 111 Q �O j 4143 X .06 = 248.58 CFM REQUIRED ------ -- — --- ---------.--------.----- — I OUTSIDE AIR PROVIDED: -- - - - - - - - - - - - - - - - - - --- -- __ __----- -" -- - AHU-1: 100 CFM AHU-2: 175 CFM TOTAL: 275 CFM - IN COMPLIANCE. MEk=�mANKCAL PLAN SCALE: 1/4rr = 1'-011 Zk4 BUILDING AIR BALANCE SCHEDULE POSITIVE SOURCES: NEGATIVE SOURCES: AHU-1 100 CFM EF-1 50 CFM AHU-2 175 CFM EF-2 75 CFM EF-3 75 CFM TOTAL: 275 CFMI 200 CFM RESULTING TOTAL AIR BALANCE: 75 CFM (POS.) ALL RIGHTS RESERVED CORDA & ASSOCIATES ARCHITECTS 112008 COPYRIGHT REVISIONS U N cq 19� �plq rn 0 � Ma� oo � Q? pp Z^DO JJ 4gcn x N 00 pp. U]Q�'y��•TZ ZZ� �NL). '^(aa I0rn 00 0 . r j ^ w cl w �Q N Z00 Q N w0400 .O z Lo �i Oo CIL i O F� O = '—el"ll O N E-l� M r , I 00 N M M r� V 1 �- W CL M O w W TV1 V1 Q C' CD M W Z J �~ L•7 w 00 DATE: 8-19-OS SCALE: 1 /4 rr=1 ' —Orr JOB NO.: 08016 SHEET: M I OF 2 SHEETS AR HANDLER SECT ON DETAIL N.T.S. DIAGRAMATIC ONLY. REFERS TO AHU-2. 1. AIR HANDLER, WITH VIBRATION ISOLATION PADS. REFER TO NOTE FIVE. 2. SUPPLY DUCT WITH 3-PIECE OR RADIUS ELBOW. TRANSITION FROM UNIT DISCHARGE OPENING AFTER START-COLLAR/HEATER TO PLAN LISTED DUCT SIZE AND CONTINUE. 3. RETURN DUCT/FILTER BANK. PROVIDE 2", 30% FILTERS IN UNIT UPON START UP. IF AHU IS RUN DURING CONSTRUCTION, REPLACE FILTERS WEEKLY. PROVIDE NEW SET OF FILTERS AT FINAL INSPECTION. 4. COORDINATE DUCT WITH ROOF STRUCTURE PRIOR TO INSTALL. 5. VECO MODEL 300N, OR EQUAL, CORK AND NEOPRENE VIBRATION PAD. MINIMUM 4"x4" UNDER EACH CORNER. 6. CEILING AREA. 7. SCH. 40 PVC CONDENSATE LINE TO HUB DRAIN. INSULATE ENTIRE LENGTH WITH MINIMUM 1/2" WALL ARMAFLEX INSULATION. PROVIDE SAFETY SWITCH ON DRAIN LINE IN LIEU OF SECONDARY PAN. 8. FLOOR SLAB, TYPICAL. 9. ROOF TRUSS SYSTEM WITH 6/12 PITCH. INSTALL DUCT TIGHT TO STRUCTURE. 10. REFRIGERANT COPPER TO CU. COORDINATE LOCATION AND ROUTING WITH GEN. CONTRACTOR PRIOR TO INSTALL. N.T.S. DIAGRAMATIC ONLY. REFERS TO AHU-1. 1. AIR HANDLER, WITH WALL MOUNTING BRACKETS OR FLOOR STAND. 2. SUPPLY DUCT WITH 3-PIECE ELBOW, TRANSITION FROM UNIT DISCHARGE OPENING AFTER START -COLLAR TO PLAN DUCT SIZE AND CONTINUE. 3. RETURN DUCT FROM BENEATH AHU. STAND SHALL BE FABRICATED TO ALLOW FULL SIZE OF UNIT RETURN TO BE EXTENDED FROM BENEATH AND UNRESTRICTED ACCESS FROM THE SIDES, TYPICAL. TURN TO HORIZONTAL WITH 3-PIECE ELBOW. 4. FILTER RACK WITH 1" DISP. FILTER. 5. DUCT TRANSITION. USE 3-PIECE ELBOW FOR TURN TO HORIZONTAL, TYPICAL. 6. CEILING AREA. 7. SCHEDULE 40 PVC DRAIN LINE TO EXTERIOR OR HUB DRAIN. INSULATE ENTIRE LENGTH WITH MIN 3/16" WALL ARMAFLEX INSULATION. PROVIDE SAFETY SWITCH ON DRAIN LINE. 8. FLOOR SLAB, TYPICAL. 9. ROOF SYSTEM WITH R-19 INSULATION. COORDINATE WITH ARCHITECTURAL. 10. REFRIGERANT COPPER TO CU. COORDINATE LOCATION WITH GEN. CONTRACTOR PRIOR TO INSTALL. ca rm SUPPORT OELING FAN DETAIL POT TO sc" CONDENSING' UNIT (CU). 16 GAUGE I GALVANIZE[ STRAP W/ SCREWS T( CONCRETE No. 14 BY TAPCON, W WASHER, T MECHANICAL GENERAL NOTES: 1. DUCT SIZES ARE CLEAR, INSIDE DIMENSIONS. VERIFY ALL DIMENSIONS AND LOCATIONS PRIOR TO FABRICATION OR INSTALLATION. ALL DUCTWORK SHALL BE TYPE 800 FIBERGLASS EQUAL TO JOHNS-MANVILLE. DUCT SHALL BE 1-1/2" THICK WITH AN "R" VALUE OF 6. EXHAUST DUCT SHALL BE GALVANIZED SHEET STEEL WITH ALL JOINTS SEALED WITH MASTIC. ROUND EXHAUST DUCT SHALL BE ALUMINUM "THERMOFIN" OR SINGLE WALL ROUND SHEET METAL. EXHAUST DUCTS DO NOT NEED TO BE INSULATED UNLESS REQUIRED BY LOCAL ORDINANCE. ALL DUCT SHALL BE CONSTRUCTED AND INSTALLED PER SMACNA REQUIREMENTS. 2. ALL BRANCH CONNECTIONS SHALL BE CLASS ONE FLEXIBLE DUCT WITH A MANUAL VOLUME DAMPER INSTALLED IN THE COLLAR AT THE MAIN TRUNK FOR BALANCING PURPOSES. I ALL SYSTEMS 2000 CFM AND OVER SHALL HAVE A SMOKE DETECTOR INSTALLED IN THE SUPPLY DUCTWORK. DETECTOR SHALL BE 24 VOLT POWERED FROM THE UNIT'S LOW VOLTAGE PANEL UNLESS THERE IS A FIRE ALARM SYSTEM. THEN THE DETECTOR SHALL BE 120 VOLTS, SUPPLIED BY THE FIRE ALARM CONTRACTOR, INSTALLED BY THE HVAC CONTRACTOR AND WIRED BY FIRE ALARM. PROVIDE L.E.D. AND HORN ALARM STATIONS IN AREA MONITORED DURING BUSINESS HOURS, PER CODE. 4. ALL ROOF AND WALL PENETRATIONS SHALL BE SEALED BY THEIR RESPECTIVE TRADES. 5. CONTRACTOR SHALL PROVIDE SIX (6) COPIES OF ALL SUBMITTAL DATA FOR APPROVAL. 6. DEVIATION FROM MATERIALS, METHODS, OR PROCEDURES SET FORTH HERIN MUST BE APPROVED, IN WRITING, BY ENGINEER PRIOR TO SUBMISSION OF BID, ORDER, FABRICATION OR INSTALLATION. 7. ANY AND ALL QUESTIONS AS TO THE INTENT OF, OR PROCEDURES SET FORTH IN THESE DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO SUBMISSION OF A BID. LACK OF KNOWLEDGE OR UNDERSTANDING OF PLANS SHALL NOT JUSTIFY ANY CLAIMS OR EXTRA COMPENSATION. 8. INSTALLATION SHALL COMPLY WITH ALL APPLICABLE LAWS, CODES, AND ORDINANCES. 9. THE HVAC CONTRACTOR SHALL COORDINATE ALL EQUIPMENT, DUCT, & DIFFUSER LOCATIONS AND CLEARANCES WITH ALL OTHER TRADES ON PROJECT, IN PRECONSTRUCTION MEETING, PRIOR TO ANY ORDER, FABRICATION, OR INSTALLATION. 10. THERMOSTATS SHALL BE MANUFACTURER 7-DAY PROGRAMMABLE MODEL WITH SUB -BASE. ALL DUAL - COMPRESSOR OR UNLOADING SYSTEMS SHALL HAVE TWO STAGE HEAT/COOL THERMOSTATS. MOUNT THERMOSTATS AT 5-6" ABOVE FINISHED FLOOR, TYPICAL. 11. SUPPLY DUCTWORK SHALL BE CONSTRUCTED, FABRICATED, AND INSTALLED IN ACCORDANCE WITH SMACNA REQUIREMENTS FOR A 1" POSITIVE STATIC PRESSURE CLASSIFICATION. 12. RETURN AND EXHAUST DUCTWORK SHALL BE CONSTRUCTED, FABRICATED, AND INSTALLED IN ACCORDANCE WITH SMACNA REQUIREMENTS FOR A 1" NEGATIVE STATIC PRESSURE. 13. ALL EXHAUST FAN DISCHARGES AND PLUMBING VENTS SHALL BE A MINIMUM OF 10'-0" FROM FRESH -AIR INTAKES. COORDINATE WITH PLUMBING PLANS PRIOR TO INSTALLATION. 14. THE MECHANICAL CONTRACTOR SHALL RETAIN THE SERVICES OF AN INDEPENDENT TEST AND BALANCE AGENCY TO TEST AND BALANCE ALL HVAC SYSTEMS ON THIS PROJECT. THE TEST AND BALANCE REPORT SHALL BE SUBMITTED TO THE MECHANICAL ENGINEER FOR REVIEW AND ACCEPTANCE. THE TEST AND BALANCE TEST REPORT SHALL BE SUBMITTED SEVEN (7) WORKING DAYS PRIOR TO SUBSTANTIAL COMPLETION. THE TEST AND BALANCE CONTRACTOR SHALL INCLUDE THE PROVISION FOR ADJUSTMENTS REQUESTED BY THE MECHANICAL ENGINEER -OF -RECORD AND RESUBMITTAL OF THE CORRECTED TEST AND BALANCE REPORT. THE AIR DEVICES IN EACH SPACE SHALL BE BALANCED TO WITHIN 10% OF THE AIRFLOW QUANTITIES INDICATED ON THE MECHANICAL DRAWINGS. TESTING AGENCY SHALL BE AABC OR NEBB CERTIFIED. 15, REFRIGERANT COPPER LIQUID AND SUCTION LINES SHALL BE TYPE 'L' SOFT DRAWN AND SIZED PER MANUFACTURER'S RECOMMENDATIONS. INSULATE SUCTION LINE WITH 3/4" THICK "ARMAFLEX" INSULATION. TAPE ALL JOINTS TIGHT TOGETHER. SYSTEMS OVER 5 TONS SHALL HAVE TYPE "L" HARD DRAWN REFRIGERANT LIQUID AND SUCTION LINES. REFRIGERANT PIPING CONFIGURATION SHALL ASSURE THAT THE REFRIGERANT OIL SATISFACTORILY RETURNS TO THE COMPRESSOR. REFRIGERANT PIPING RUN BELOW GRADE SHALL BE RUN IN 6" PVC PIPIE WITH LONG RADIUS SWEEPS AT ALL TURNS. PROVIDE SIGHT GLASS WITH REMOVABLE CORE FOR EACH LIQUID LINE. 16. EXTEND CONDENSATE DRAIN LINES FROM AIR HANDLER4S) TO PLUMBER PROVIDED HUB DRAIN EXTENDED TO EXTERIOR AND GRASS/LANDSCAPE AREA. PROVIDE 24' x24%24" DEEP DRYWELL IF NO APPROVED SURFACES EXIST ON WHICH TO DRAIN. INSULATE ENTIRE LENGTH FROM AHU'S TO HUB DRAIN WITH 3/16" WALL ARMAFLEX OR OTHER TYPE INSULATION. PROVIDE FLOAT SWITCH/SAFETY SWITCH AT AHU. SUPPLY AIR 'PANDUIT' OR 'ZIP' STRAP OVER INNER CORE OF FLEX. FLEXIBLE DUCT THERMAL INSULATION OVER THE TOP SUSPENDED EXHAUST DUCT OF THE DIFFUSER. CEILING SIZE PER PLAN. (AS APPLICABLE SCREENED WALL CAP OR CEILING DIFFUSER LOUVER. EXTERIOR WALL CEUNG DFFUE:3ER0_' DETAL J. NO SCALE. FOR DIAGRAMATIC PURPOSES ONLY. NOTES: �N161i a` NOT TO SCALE - DETAIL IS PROVIDED FOR FLORIDA 135 MPH WIND TIE -DOWN COMPLIANCE. - STRAP SHALL BE SCREWED INTO FRAME OF EQUIPMENT AND SECURED E WITH No. 14 X 3" TAPCON INTO CONRETE PAD OR OTHER STRUCTURALLY SECURED BASE. - TAPE INNER COIL OF FLEX TO THE DIFFUSER COLLAR. TAPE COMPLETELY AROUND TO ASSURE AN AIR TIGHT SEAL OR USE 'ZIP' STRAP AROUND INNER CORE OF FLEX. USE METAL BAND CLAMP WHERE REQUIRED BY LOCAL AUTHORITY. - PULL FLEX INSULATION AND OUTER COVER DOWN OVER GRILLE COLLAR AND SECURE TO GRILLE WITH WITH TAPE ONLY. DO NOT USE STRAP OR OTHER METHOD WHICH WILL COMPRESS INSULATION. - STRETCH FLEX TIGHT BETWEEN DUCT AND DIFFUSER TO AVOID KINKS. SUPPORT EVERY FOUR FEET WITH 2" STEEL STRAP OR OTHER APPROVED HANGER. HANGER SUPPORTS: INSULATED ROUND FLEXIBLE 8'O.C. = 0-35" DUCTS DUCT (MAX. 15'-0" LONG) 6'O.C. = 36-59" DUCTS SUPPORT BOTH ROUND METAL & FLEX DUCT EVERY FOUR FEET . WITH 2" 24 GA. STEEL STRAP. - SUPPLY DUCT A SADDLE: 22 GAGE CEILING TAB COLLAR WITH MANUAL DAMPER. INSULATION RIGID ROUND METAL BRANCH DUCT AS APPLICABLE. CEILING DIFFUSER CEUNG D FUSEG� RMNOMT DETAL NOT TO SCALE - HANGER SUPPORTS SHALL BE AS NOTED ABOVE FOR DUCT WIDTHS UP TO 24" AND WITH TRAPEZE HANGERS FOR DUCTS 25" AND ABOVE. ME�=,mANCAL SCHEDULEE"I'), DETALE-3" � NOTES SCALE: NONE AR HANDLER SCHEDULE MARK AHU-1 AHU-2 MANUFACTURER CARRIER CARRIER MODEL NUMBER FV4BNF006 40RMOO8-B501 TOTAL COOLING 58,000 92,500 SENSIBLE COOLING 39,125 69,000 SUPPLY CFM 2000 3000 OUTSIDE AIR CFM 100 175 EXTERNAL S.P. IN W.G. .6" .75" TOTAL S.P. IN W.G. 1.15" 1.25" FAN R.P.M. VARIABLE SPEED 1725 MOTOR HORSEPOWER 3/4 2.4 FAN MOTOR F.L.A. 5.6 5.2 ENTERING AIR TEMPERATURE 76 67 76 67 LEAVING AIR TEMPERATURE 55.E 54.8 55.4 54.6 ELECTRIC HEAT KW STEPS 11.25 - 1 - 208V. F. 10 - 1 - 208V. 1P. FILTER TYPE 30% PLEATED 30% PLEATED FILTER THICKNESS 1" 2" ELECTRICAL VOLTS PHASE 208 230 V., 1 PH. 208 230 V., 3 PH. WEIGHT 207 385 LOCATION MECH. ROOM MECH. ROOM NOTES 1,2,3,5,6 1,2,3,5,E L';ONDENSANG UNTSCHEDULE- MARK CU-1 CU-2 MANUFACTURER CARRIER CARRIER MODEL NUMBER 24ABR360A0030 38ARZ008 CAPACITY IN TONS 5.0 7.5 E.E.R. S.E.E.R. 13.0 12.7 COIL FINS PER INCH 25 17 COIL AREA 30.18 29.2 COMPRESSORS R.L.A. 1 - 17.3 1 - 25.6 CIRCUITS 8 1 CONDENSER FAN - N0. H.P. F.L.A. 1 - 1 4 - 1.2 2 - 1 4 - 1.5 3.1 ELECRICAL VOLTS PHASE 208 230V. 3 PH. 208 230V. 3 PH. MIN. CIRCUIT AMPS. 22.8 39.8 MAX FUSE M.O.C.P. 35 60 WEIGHT 206 383 LOCATION WEST EQUIP. PAD WEST EQUIP. PAD NOTES 1,2,4 1,2,4,7 NOTES: 1. HVAC CONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONAL ELECTRICAL COSTS WHICH MAY RESULT FROM SUBSTITUTED EQUIPMENT. 2. UNIT SHALL HAVE A SINGLE POINT ELECTRICAL CONNECTION. 3. PROVIDE TXV'S AND LOW AND HIGH PRESSURE SWITCHES. 4. PROVIDE LIQUID LINE FILTER -DRYERS. 5. PROVIDE FACTORY 7-DAY PROGRAMMABLE THERMOSTAT. 6. INSTALL FILTERS IN AIR HANDLER PRIOR TO START UP AND PROVIDE NEW SET OF FILTERS AT COMPLETION OF CONSTRUCTION. FAN SC HEDULE MARK MANUFACTURER MODEL NUMBER AREA TYPE C.F.M. R.P.M. SONES S.P. WATTSH.P. VOLTS PHASE NOTES EF-1 COOK-GEMINI GC-120 JANITOR CELNG EXHAUST 50 1200 2.2 .25 35 -- 120V. 1P. 1-3,5 EF-2,3 COOK-GEMINI GC-120 RESTROOM CELNG EXHAUST 75 1200 1.7 .125 35 -- 120V, 1P. 1-4 NOTE: ALTERNATE EQUIVALENT MANUFACTURERS ARE ACCEPTABLE. NOTES: 1. PROVIDE BACKDRAFT DAMPER. 2. FACTORY PLUG DISCONNECT. 3. GALVANIZED STEEL SCREENED WALL CAP. 4. FAN SHALL BE CONTROLLED BY ROOM LIGHT SWITCH. 5. FAN SHALL RUN CONTINUOUSLY. A �� DOISTG�OoUIT 00N "SC H E D U LE MARK MANUFACTURER MODEL NUMBER SIZE CFM NECK LOCATION MATERIAL NOTES: A TITUS TMS 24 X 24 SEE PLAN SEE PLAN CEILING STEEL 1,2 B TITUS 350FL 24 X 24 SEE PLAN 24 X 24 CEILING STEEL 1,2,3 C TITUS 250 10 X 6 SEE PLAN 10 X 6 CEILING STEEL 1,2,4,5 D TITUS 250 IS X 4 1 SEE PLAN 18 X 4 1 CEILING 1 STEEL 1,2,4,5 A /400/10"RND SIZE THROW CFM 1 NECK/FLEX CONNECTION SIZE NOTES: 1. PROVIDE MANUAL VOLUME DAMPER AT MAIN TRUNK FOR BALANCING. 2. DIFFUSER FINISH SHALL BE OFF-WHITE. 3. PATTERN SHALL BE 35 DEGREE FIXED BLADE, 3/4" SPACING. 4. PROVIDE PRE-FAB R-6 INSULATED GRILLE BOX WITH TAB COLLAR. 5. GRILLE FACE SHALL BE ADJUSTABLE CURVED BLADE. NO STAMPED GRILLES ACCEPTED. L E � E N FD--) CEILING SUPPLY DIFFUSER CEILING RETURN CEILING EXHAUST FAN THERMOSTAT SMOKE DETECTOR VOLUME DAMPER RIGID DUCT FLEXIBLE DUCT FLOW DIRECTION-® ALL RIGHTS RESERVED CM k ASSOCIATES ARCHITECTS 0 20M COPYRIGHT REVISIONS Zv OZ 04 Joao a, N w t L4 Cn Fi QJ > �o Z ]> �53r3mN Z Z a }k� a•• i g+ ` Lo) o QOrT'�^o 0 U E co N w o �' IQ CV _ a 00 N LLJ � cV CO 0 I w Z Lei 00 _j M� O M--1 Q E-I O N w � o o rn I ca rn I 00 N r� �� W� g Q O w w Qi = m w z J w 3 O 0 DATE: 8-19-08 SCALE: 1 /4"=1 ' -0" JOB NO.: 08016 SHEET: M 2 1 OF 2 SHEETS I, IA PLUMBNG RXTURE SCHEDULE LABEL FIXTURE W V CW HW DESCRIPTIONS P-1 WATER CLOSET 3" 2" 1/2" - AMERICAN STANDARD 2377.100 WHITE ELONGATED HANDICAPPED HANDICAPPED 1.6 GALLON FLUSH WATER CLOSET OLSONITE #95 WHITE SEAT, CP STOP AND SUPPLY. P-2 HANDICAPPED 11i2" 2" 1/2" 1i2" AMERICAN STANDARD #0355.012 WALL HUNG LAVATORY LAV, , ZURN Z-831A4-GH FAUCET, 20 GAUGE CP P-TRAP LESS CLEANOUT, CR1912-A CP STOPS AND SUPPLIES. P-3 ELECTRIC 11/2" 2" 1i2" - ELKAY EZSTL-8C COOLER, STANDARD COLOR, WATER COOLER 1-1i4" 20 GAUGE CP P-TRAP LESS C.O., STOP AND DUAL -LEVEL SUPPLY. MOUNT LOWER NOZZLE AT H.C. HEIGHT. P-4 SINK -SINGLE 11/2" 2" 1/2" 1i2" ELKAY PSR-1918, 19"x18"0" DEEP, 20 COMPARTMENT GAUGE -TYPE 302 SELF -RIMMING SINK WITH LK-2445 FAUCET AND LK-99 DRAIN. 18 GAUGE P-TRAP, CHROME STOPS AND SUPPLIES. P-5 MOP BASIN 3" 2" 1i2" 1/2" FIAT MSB-2424 MOP BASIN WITH 830-AA SERVICE FAUCET W/ BRACKET & HANGER, 1453BB STAINLESS STEEL STRAINER, VAC. BREAKER & HOSE THREADED SPOUT. FD FLOOR DRAIN 3" 2" 1/2" - ZURN MODEL Z-415-P WITH 6" DIAMETER TYPE 'B' NICKEL BRONZE STRAINER. RIM TO BE FLUSH WITH FINISHED FLOOR AND LEVEL . PROVIDE TRAP PRIMER CONNECTION. EWH ELECTRIC - - 3/4" 3/4" A.O. SMITH DEL-20, 20 GALLON WATER WATER HEATER HEATER. 2.0 K.W. 0 208 VOLT, 1 PHASE. U.L. LISTED AND ASHRAE 90-A APPROVED. I 4„ GCO I -2 P-2 i 1„ 1 1" CW RISER WITH 1 3 I EXTEND AND CONNECT TO SITE 3„LA i o I SOV AT 48" A.F.F. " 2 P44 - I SANITARY SEWER CONNECTION. C AU LT I M F--, I I i COORDINATE WITH CIVIL DRAWINGS 1 P-5 - --- -, ---- -----, --- -----t --- -----r --- _ I I TO BID OR INSTALLATION. I i t I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I r I I I I I I I I I JAN _- - --- J- ---_ l --- I ; --r--- I -, 1' CW B.G. B R 11t , CW B.G. -- --- - --- - L - - I 1 - - ---- - ------------------------------- .--------------- _ - PjALL VENTS THRU ROOF ---� - P-3 SHALL BE A MIN. OF 10-0________________________ 1 1 CW FROM METER FROM ALL O.A. INTAKES. TURN FLASHING DOWN AND BACKFLOW INTO PIPE (MINIMUM 2") VENT STACK (V.T.R.) 1 4 LB. LEAD FLASHING I O RISER CLAMP. ATTACH j TO BUILDING STRUCTURE. I ROOFING SYSTEM. REFER TO ARCHITECTURAL DRAWINGS t AND/OR FIELD COORDINATE. t t �- ---- -�- PROVIDE 3" HUB DRAIN FOR AHU CONDENSATE. EXTEND TO EXTERIOR AND TERMINATE AT DRYWELL, MINIMUM 12" FROM BUILDING, IN LANDSCAPE AREA. COORDINATE WITH HVAC CONTRACTOR PRIOR TO INSTALATION. ----------------------------------- - - - -- - - ------------------- ----- - ----- - - - - - - - 1 - - -- - �- - - - - - ,Y,�II L .__..._� P-1� 4D P-1 r>!\� \\/V CASH I I 3" 3" TELLERS FD 4" FD 4" CONFERENCE 4" -=-=--=--=-----=- =- =-=-=-=-=--=-- - --=-- - -------- -- -1417 2„ �- - - - -- T R F_ 1 t r2 EACH, 3" HW & CW. t I I I I I I I I r-- I I I r -- I I I I WAIT REFER TO WATER PART -PLAN FOR DOMESTIC WATER I I LAYOUT, THIS AREA. I I I PLYWOOD DECKING WOOD TRUSS OR OTHER BUILDINGI STRUCTURAL SYSTEM. REFER TO1 STRUCTURAL DRAWINGS FOR FURTHER INFORMATION. I L -�I I I I VENT THRU ROOF DETAIL � I I N.T.S. WENEF�ALWO 960T�S'� I ' LOBBY I F CUSTOMER SERVICE 1 I I 1. PLUMBING CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMISSION OF A BID t TO VERIFY THAT ALL UTILITIES ARE AS SHOWN. REPORT ALL DISCREPANCIES TO THE ARCHITECT PRIOR TO BID. I - -- 2. WASTE AND VENT PIPING SHALL BE SCHEDULE 40 P.V.C. WITH DRAINAGE t PATTERN FITTINGS. I O JJJ J 3. ALL WATER PIPING SHALL BE TYPE L COPPER WITH SOLDERED JOINTS. PROVIDE 1 __._______ ____ _ _.. WATER HAMMER ARRESTORS EQUAL TO JAY R. SMITH AT EACH FIXTURE GROUP. L - -, 4. SLOPE WASTE LINES 3" AND OVER, 1/8" PER FOOT. LINES SMALLER THAN 3" SHALL 1 SLOPED AT 1/4" PER FOOT. 5. INSULATE ALL DOMESTIC HOT WATER PIPING WITH 1/2" WALL "ARMAFLEX", OR EQUAL. 6. PROVIDE ISOLATION VALVES AT ALL FIXTURES. VALVES SHALL BE CHROME FINISH. 7. PROVIDE BLOCKING SUPPORT OR WALL CARRIERS AT ALL WALL -HUNG FIXTURES. 1 8. INSTALLATION SHALL COMPLY WITH ALL APPLICABLE CODES, LAWS AND 1 ORDINANCES, BE THEY LOCAL, STATE OR NATIONAL. j - - 9. PLUMBING CONTRACTOR SHALL COORDINATE ALL VENTS THRU ROOF WITH 1 ROOFING CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. 10. DEVIATION FROM MATERIALS, METHODS, OR PROCEDURES SET FORTH HEREIN MUST BE APPROVED, IN WRITING, BY ENGINEER PRIOR TO BID SUBMISSION. 1 11. PIPE HANGERS SHAL BE SPLIT RING TYPE, GALVANIZED, WITH THREADED 1 ROD SUPPORT FROM STRUCTURE ABOVE, EQUAL TO GRINNELL. DISTANCE _ - BETWEEN SUPPORTS SHALL BE SUFFICIENT TO PREVENT PIPE SAGGING. 1 12. ROOF FLASHINGS SHALL BE FURNISHED FOR ALL VENTS THROUGH ROOF. WORK R M _ FLASHING SHALL BE 4 LB./SQ. FT. LEAD OR 16 OZ./SQ. FT. COPPER, AND SHALL _ EXTEND UP THE VENT AND TURN DOWN INSIDE THE VENT A MINIMUM OF 2" BELOW 1 FUTURE O F F THE TOP OF THE PIPE. FLASHINGS SHALL BE FURNISHED BY PLUMBING /j - SUBCONTRACTOR AND INSTALLED BY THE ROOFING SUBCONTRACTOR. -- r - 13. TESTING OF THE PLUMBING SYSTEM SHALL BE PERFORMED BY THE PLUMBING l ILI - SUBCONTRACTOR AND WITNESSED BY THE BUILDING DEPARTMENT INSPECTOR. 1 POTABLE HOT AND COLD WATER SUPPLY PIPING SHALL BEHYDROSTATICALLY 1 TESTED AT 125 PSIG FOR 24 HOURS. SOIL, WASTE AND VENT PIPING SHALL BE FILLED WITH WATER TO THE TOP OF THE SYSTEM FOR A PERIOD OF 24 HOURS. 1 14. CLEANOUTS SHALL BE PROVIDED PER PLAN OR AS REQUIRED TO PROVIDE _ A COMPLETE SERVICEABLE SYSTEM. CLEANOUTS SHALL BE SAME SIZE AS PIPE. _ FLOOR CLEANOUTS SHALL BE EQUAL TO ZURN Z-1400-KC WITH BRONZE TOP. WALL WALL -HUNG SHALL BE EQUAL TO ZURN Z-1411 WITH STAINLESS STEEL COVER. OFFICE M G R LENDER BRANCH M G R 15. ALL WALL -HUNG HANDICAPPED FIXTURES SHALL BE CAPABLE OF 1 SUPPORTING A 254LB. VERTICAL LOAD. 1 16. INSULATE TRAY, TRAP AND APPLICABLE HOT WATER PIPING BELOW ALL VESTIBULE HANDICAPPED LAVATORIES WITH TRUEBRO "LAVGUARD", OR OTHER APPROVED INSULATION SYSTEM. - - - -- - 17. WATER PIPING BELOW GRADE SHALL BE TYPE 'Y' COPPER IN VINYL SLEEVE. - ----- - - - - - - - - - - - - - --- __--- - - - -- ---- ----------------------------------------------- ---- TR. ------------------------------, 1--------------------------------------- v. 1 1 101 I 3 I 2' �' v 3%kb I 2 ,,V I ,, k I IFS I I I I C5010 I 3>> P.5 P' 2 I P' 11h SANFARY ROGER SCALE: NONE CATER DL.))EMAND S"U`rL1EDULE_ FIXTURE CW FIXTURE UNITS EACH HW FIXTURE UNITS EACH FIXTURE UNIT TOTAL EACH QUANTITY EACH FIXTURE UNIT TOTAL - ALL WATER CLOSET - TANK 5.0 -0- 5.0 2 10 LAVATORY 1.4 1.4 2.0 2 4 WATER COOLER .25 -0- .25 1 .25 SINK - DOUBLE COMPARTMENT 1.0 1 1.0 1 1.4 1 1.4 MOP BASIN 2.25 2.25 3.0 1 3 TOTAL FIXTURE UNITS 18.65 TOTAL GPM 19.1 REQUIRED WATER LINE SIZE: 1" I I 1 P-1 o O P_1 I 3i4" DROP. I i SPLIT 1/2 I ( l " I 1 . 0 I�l *I I TO EACH - 3�4_' 1„ I L-_____________------------------------________________J SCALE: 1/4" = 1'-O" i 1/2" EACH. TO P-5. P-2EE, _ P-2 I '2 EWH, ABOVE CEILING. 3/ „ I 3i4" W TO EWH, 11/2, HW TO SYSTEM. _ UUP-3 L- - - - - - - - - - - - - - - - - - - - - - - - - - - -J WATER PART -PLAN SCALE: 1/4" = 1'-O" 1/2" EACH. I PREVENTER, BY OTHERS. I L - - - - - �� I I I I I I I ' I I I I I I I I I I I I I I ------- I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I i LECUENDD COLD WATER HOT WATER SANITARY VENT FLOOR CLEANOUT GRADE CLEANOUT WALL CLEANOUT FCO GCO WCO I ALL MGM RESERVED I do CORDA ASSOCIATES ARCHITECTS D 2008 COPYRIGHT REVISIONS L] U' ? N 9 n W E9 N N' 5 M N co p2�$z~S59 o J � ``00 Q :3 V Nt.mN �aa z ZZ= Iv d g'N� o NOCL Wo oorn+� �.Q_r� 04 Lr�Jp� �Q N Q 00 N W � CV 00 0 w z � Lq 00 Q E W MH ~ H w W o N � o E� o ran) I 00 cn I 00 04 N co r7 w a E-4 O w U� W �Q o� m w z �J �Uj w 3 00 DATE: 8-19-08 SCALE: 1 /4"=1'-0" JOB NO.. 08016 SHEET: P 1 OF 1 SHEETS 10 ir -- -,- I 0 ll��Ajqql C0*15 d n Afitm,j* p,311 S741 .4 J 1) Cr