1/X.XX

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ACOUSTICAL TILEABOVE FINISH FLOORALTERNATEALUMINUMBLOCKINGBUILDINGCABINETCERAMIC TILECENTER TO CENTERCUBICLE CURTAIN TRACKCENTER LINECORNER GUARDCLEARCORRUGATED METAL PIPECONCRETE BLOCK MASONRY UNITCOLUMNCONCRETECARPETDOUBLEDRINKING FOUNTAINDOOR FRAME GUARDDRAPERY TRACKEXISTING CORNER GUARDELEVATIONELECTRICAL PANELELECTRIC WATER COOLEREXPANSION JOINTEXISTINGFINISH FLOORFAN COIL UNITFINISHFACE OF BRICKFACE OF MASONRYFACE OF STUDFACE TO FACEFLOOR DRAINFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFIRE HOSE CABINETGALVANIZEDGRAB BARGENERAL CONTRACTORGROUND FAULT INTERRUPTGUARD POSTGYPSUM BOARDHANDICAPHIGH PRESSURE DECORATIVE LAMINATEINSULATIONINVERT (ELEVATION)JOINTMARBLEMETALNOT APPLICABLENONE COMBUSTIBLENOT IN CONTRACTNOMINALON CENTEROPPOSITE HANDOUTSIDE TO OUTSIDEPLASTIC LAMINATEPARTIALPLASTERPAINTPAPER TOWEL DISPENSERPATCH TO MATCH EXISTINGPARTITIONREFRIGERATORREVISIONSOAP DISPENSERSQUARE FEETSQUARE INCHESSHEET VINYLTONGUE AND GROOVETOP OF STEELTOWEL BARTACK BOARDTOILET PAPER HOLDERVINYLVINYL COMPOSITION TILEWALL COVERING OR WATER CLOSETWOODWALL GUARD

ABBREVIATIONS

ACTAFFALTALUMBLKGBLDG.CABCTC/CCCTC/L OR CLCGCLRCMPCMUCOL.CONC.CPTDBL.DFDFGDTECGELEV.EPEWCEXP. JT. OR EJEXIST OR EXFF.FCUFINFOBFOMFOSF/FFDFEFECFHCGALV.GBGC OR GEN. CONGFIGP.GYP. BD.HCHPDLINSUL.INV.JT.MBLMTL.N/ANCNICNOMOCOH OR OPP HDOS/OSPL LAMPARTPLASTPTPTDPTMEPTNREF.REVSDSQ. FTSQ. INSHVT&GTOSTWLTKBDTPHVVCTWCWDWG

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DRAFTING CONVENTIONS

CONCRETE MASONRY (PLAN)

CONCRETE MASONRY (SECTION)

BRICK

CONCRETE

PRECAST CONCRETE

STONE

STEEL

GYPSUM BOARD

PLYWOOD OR COMPOSITE WOOD

RIGID BOARD INSULATION

BATT OR LOOSE INSULATION

FINISH WOOD

SOUND INSULATED PARTITION

1 HOUR RATED PARTITION

2 HOUR RATED PARTITION

CENTERLINE / COLUMN LINE

SMOKE RESISTANT WALLSSS SS

GRAPHICS SYMBOLS

1000 DOOR NO. DESIGNATION

XX

W1

1

1

1

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1

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REVISION MARKER

WINDOW DESIGNATION

DETAIL OR SECTION NO.

SHEET DRAWN ON

INTERIOR ELEVATION NO.

SHEET DRAWN ON

SECTION NO.

SHEET DRAWN ON

EXTERIOR ELEVATION

ENLARGED AREA

INTERIOR PARTITION TYPE

GENERAL NOTES:1. CONTRACTOR SHALL VERIFY ALL ON-SITE DIMENSIONS.

2. DIMENSIONS ARE REFERENCED TO FACE OF NEW INTERIOR STUD WALLS,COLUMN CENTERLINES & TO THE FACE OF EXTERIOR WALLS UNLESSOTHERWISE INDICATED.

3. PROVIDE PRESSURE TREATED WOOD FOR CONCEALED MEMBERS INCONTACTED WITH MASONRY OR CONCRETE.

4. PROVIDE WOOD BLOCKING IN WALLS FOR THE SUPPORT OF EQUIPMENT,RAILINGS, ACCESSORIES, DRAPERY TRACKS, RECESSED ITEMS, ETC. ASREQD. HANDRAILS, GRAB BARS AND WALL MOUNTED TOILET FIXTURESARE TO BE INSTALLED TO WITHSTAND A MIN. VERT. OR HORIZ. FORCE OF250 LBS.

5. MAINTAIN THE INTEGRITY OF RATED WALLS AT ELECTRICAL PANELS, FIREEXTINGUISHER CABINETS & ALL RECESSED EQUIPMENT.

6. CONTRACTOR SHALL VERIFY AND COORDINATE ROUTING, PLACEMENT,SPACE & CLEARANCE REQUIREMENTS FOR MECHANICAL, ELECTRICAL, &OTHER TRADES, REFERENCE PLUMBING, MECHANICAL & ELECTRICALDRAWINGS.

7. UNLESS THIS PROJECT IS BEING BID, THE INTENT OF THESE DRAWINGSIS TO BE PART OF A "DESIGN BUILD" PROJECT. ALTHOUGH THEARCHITECT HAS ATTEMPTED TO SHOW ALL CONSTRUCTION, THEARCHITECT AND CONTRACTOR ARE TO COORDINATE ANY AREAS NOTNOTED ON THESE DRAWINGS. ANY ADDITIONAL INFORMATION REQUIREDWILL BE PROVIDED DURING CONSTRUCTION.

PLANS REVIEW DATA

CITY OF KNOXVILLE GOVERNING CODES & GUIDELINES

STATEMENT OF INTENTGEORGE ARMOUR EWART, ARCHITECT HAS, TO THE BEST OF ITSPROFESSIONAL EFFORTS, DESIGNED AND PRODUCED THESEDRAWINGS TO COMPLY WITH ALL LOCAL, STATE, AND FEDERAL CODESAPPLICABLE TO THIS PROJECT ON THE DAY OF ISSUANCE, WITHOUTBEING SUBJECT TO JUDICIAL INTERPRETATION AND TO BEST OF OURKNOWLEDGE, THESE DRAWINGS ARE ALSO IN COMPLIANCE WITH THEAMERICANS WITH DISABILITIES ACT OF 2010 (ADA).

OWNERBEARDEN HILL PARTNERSHIP

PROJECT ADDRESS

2012 INTERNATIONAL BUILDING CODE2012 INTERNATIONAL MECHANICAL CODE2012 INTERNATIONAL PLUMBING CODE2012 INTERNATIONAL FUEL CODE2012 INTERNATIONAL FIRE CODE2011 NATIONAL ELECTRICAL CODE2009 ANSI A117.1

KNOXVILLE, TN 37919

6484 KINGSTON PIKE

IBC: GROUP B, BUSINESS

OCCUPANCY CLASSIFICATION

ROOF CONSTRUCTION

FLOOR AREA

BUILDING CLASSIFICATION

TYPE III, 1-HOUR PROTECTED, NON-SPRINKLERED, TWO-STORY

1-HOUR, U.L. DES. #P710

NUMBER OF STORIES: 2 (4 MAX.)MAX AREA ALLOWED: 18,500 S.F. PER FLR.ACTUAL AREA: 4,995 S.F. PER FLOOR

STRUCTURAL FRAME1-HOUR, U.L. DES. #X752

BEARING WALLSEXTERIOR: 1-HOUR, U.L. DES. #U419 (AT STAIR C.M.U. WALLS ONLY)INTERIOR: 0

NON-BEARING WALLS & PARTITIONSEXTERIOR: 0INTERIOR: 0

FLOOR CONSTRUCTION0

INDEX TO DRAWINGS

COVER SHEET

ARCHITECTURAL

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DRAWING LOG STRUCTURAL ENGINEERBENDER & ASSOCIATES5 FOREST CT.KNOXVILLE, TN 37919865-584-6532

CONSULTANT

LOCATION MAP

SHEET DRAWN ON

SHEET DRAWN ON

PROJECT NO.: 15003

ISSUE DATE: 14 JULY 2016

SITE

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AS ARCHITECTURAL SPECIFICATIONS

A1.1 1ST FLOOR PLAN

A1.2 2ND FLOOR PLAN

A4 EXTERIOR ELEVATIONS & DETAILS

GENERAL NOTES & PLANS REVIEW DATA

OCCUPANT LOAD = TBD

ENERGY EFFICIENCY:1. THIS BUILDING HAS BEEN DESIGNED TO BE COMPLIANT WITH THE

REQUIREMENTS OF CHAPTER 5 OF THE INTERNATIONAL ENERGYCONSERVATION CODE, 2012 ED., WITH REGARDS TO CLIMATE ZONE 4.

2. ROOFS, WITH INSULATION ENTIRELY ABOVE DECK, ARE DESIGNED TOEXCEED R-25ci.

3. ROOFS, WITH INSULATION IN ATTIC, ARE DESIGNED TO EXCEED R-38.4. MASS WALLS, ABOVE GRADE, ARE DESIGNED TO EXCEED R-9.5ci.5. METAL FRAMED WALLS, ABOVE GRADE, ARE DESIGNED TO EXCEED R-13

+ R-7.5ci.6. METAL BUILDING WALLS, ABOVE GRADE, ARE DESIGNED TO EXCEED R-13

+ R-13ci.7. WALLS, BELOW GRADE, ARE DESIGNED TO EXCEED R-7.5ci.8. THERE ARE NO FLOORS ABOVE OUTDOOR OR UNCONDITIONED SPACES.9. SLAB-ON-GRADE UNHEATED FLOORS ARE DESIGNED TO EXCEED R-10

FOR 24" BELOW.7. SWINGING DOORS ARE DESIGNED TO BE LESS THAN U - 0.70.8. VERTICAL FENESTRATION: FIXED FENESTRATION SHALL HAVE A U-FACTOR LESS THAN U - 0.38. OPERABLE FENESTRATION SHALL HAVE A U-FACTOR LESS THAN U - 0.45. ENTRANCE DOORS SHALL HAVE A U-FACTOR LESS THAN U - 0.77. SHGC SHALL BE LESS THAN U - 0.40.9. SKYLIGHTS SHALL HAVE A U-FACTOR OF LESS THAN 0.60 AND A SHGC OF

LESS THAN 0.40.

FOR BEARDEN HILL PARTNERSHIP

REMODELING OF

6484 KINGSTON PIKE

KNOXVILLE, TN

14 JULY 2016

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DEMOLITION1. Save all doors, frames, hardware, light fixtures, exit signs, mechanical diffusers and grills, a/valarm and strobes, fire safety equipment and all other salvageable materials and equipment forpossible reuse and relocation. Return all unused salvageable materials and equipment to theOwner unless noted otherwise.2. Patch as required any damages to existing areas including columns, perimeter areas orexisting-to-remain areas due to demolition and installation of work.3. Contractor shall remove to the source, cap and flush off behind finish surfaces all projectingplumbing, floor electrical/telephone outlets and all other projecting items which are beingabandoned. Fire ratings shall be maintained. Walls to be patched at locations of this work to beflush with existing wall.4. Where full height gypsum board partitions are to be demolished, remove entire stud and all gyp.Bd. to structure above.5. Contractor shall furnish a system of temporary power and lights throughout the space underconstruction and demolition as required.6. Contractor to notify owner of any interruption of utilities to any building tenants.7. Remove existing floor covering (including VCT, base and wall covering), patch slab and preparefloor as required to receive new finishes.8. Contractor shall furnish all labor and materials as required to complete demolition and removalof all items indicated on these drawings.9. Drawings may not represent all existing site conditions. Contractor is responsible for fieldverification of existing conditions prior to ordering any materials or proceeding with the work.Contractor to notify Architect of any discrepancies and/or questions and obtain requiredclarification prior to proceeding with work.10. Contractor shall execute all work within the regulations of the Owner for demolition andremoval of debris including overtime work required.11. Clean all spaces and surfaces thoroughly upon completion of work, including removing dust,debris, oils, stains, fingerprints, and labels on exposed surfaces12. All substrate surfaces are to be properly prepared to receive finish materials. Subcontractor isnot to apply finishes until substrate surface is smooth, dry, and ready to receive materials asspecified in manufacturer’s instructions for installations or applications.13. In all areas where demolition (removal of tiles, carpeting, partitions, etc.) causes unevennessin slab, the contractor shall patch to level the slab to receive new finished flooring.14. Contractor is responsible for visiting site and verifying existing conditions to determine extentof demolition required to build out space per contract documents.

SITE PREPARATION1. Verify grades of all existing utility lines; verify clearance of work with new grades prior tocommencement of work.2. Remove from site all obstructions interfering with new construction.

EARTHWORK1. Extent of earthwork is indicated on drawings, and includes preparation of subgrades for buildingfootings, crawl spaces, slabs on grade, walks, pavement, and granular fill for slabs.

TERMITE CONTROL1. Provide soil treatment for termite control. The materials used to treat the soil shall be Prevai FT,Dragnet FT or Dursban TC, providing a 5-year written warranty.

ASPHALT PAVING, CONCRETE CURBS AND WALKS1. See site drawings for details and specifications for all paving, curbs and walks.

SITE DRAINAGE SYSTEM1. See site utility and/or plumbing drawings for storm drainage, or piping manholes, frames,corners, and catch basins.

LAWNS AND GRASSES1. All soil within the project limits not covered by walks, roads, drives, parking, etc. should beplanted to grass so as to provide a full strand of grass, including all maintenance, re-seeding, andadditional work as required until such strand or grass is achieved.2. Provide sod at all areas of lawn having 3:1 or greater slope, all swale drainage areas, or wherenoted on landscape plan or site plan.

TREES, SHRUBS, AND GROUND COVER1. Provide trees, shrubs, etc. as noted on landscape plan, as per local zoning ordinance, and asper details.2. Warranty trees, shrubs and plants for a period of one year from substantial completion.

BRICK AND BLOCK MASONRY1. Face brick: provide an allowance of $350.00 per thousand bricks (brick only) to meet ASTM C-216, grade SW, color and finish to be selected by Architect. Brick sample must be approved by theOwner or Architect before ordering.2. Concrete masonry units: Manufacturers standard units with nominal face dimensions of 16" longx 8" (15 5/8" x 7 5/8" actual).3. Hollow load bearing: ASTM C 90 grade N.4. Fire rated units shall be as required or noted on the drawings and shall comply with ASTM E119, NFPA 251, and UL 263.

STRUCTURAL STEEL1. See structural drawing and specifications for sizes, shapes, and locations.

COLD-FORMED METAL FRAMING1. See Structural drawings and specifications for sizes and locations.

ROUGH CARPENTRY1. Rough carpentry includes carpentry work not specified as part of other sections.2. Lumber- moisture content: 19 percent maximum. a. General framing: standard or better grade. b. Furring and grounds: Minimum No. 2 common grade, pressure treated. c. Structural specifications for studs will rule over these specifications.3. Exterior grade plywood: where edge or surface is exposed to weather: B-B ext-APA4. Preservative Treatment: a. Items such as wood cants, nailers, curbs, blocking, stripping and other members inconnection with roofing. b. Wood sleepers, blocking, furring and members in contact with masonry or concrete.

FINISH CARPENTRY1. All custom woodwork shall comply with the applicable requirements of the AWI qualitystandards established by the Architectural Woodwork Institute, latest edition.

WOOD CABINETS- LAMINATED FACE1. AWI Quality Standard: Comply with applicable requirements of Architectural Woodwork QualityStandards and details as shown on drawings.

WATERPROOFING AND VAPOR BARRIER1. Waterproofing materialsa. Self-adhering membrane waterproofing, .060" minimum thickness, or rubberized asphaltintegrally bonded to polyethylene sheeting. b. Primers, sealants, mastics, and other materials necessary for a waterproof system shall beprovided by the manufacturer.2. Provide vapor barrier under all building slabs on grade: see drawings for thickness and material.

BATT INSULATION FOR SOUND AND TEMPERATURE1. See drawings for location, extent, dimensions and related data for sound and temperature battinsulation.

FIRESTOPPING1. Furnish and install firestopping materials and systems at openings and voids in, or at peripheryof fire-rated construction as indicated on the drawing. All firestopping used on the project shall befrom one manufacturer. Provide details and UL designs for all applications before commencingwork.

EXTERIOR INSULATION AND FINISH SYSTEMS (E.I.F.S.) CLASS PB1. Provide labor, materials, equipment, and services necessary to provide exterior insulation andfinish system. System shall include integral mildew-resistant chemical.2. Designation PB for class of exterior insulation and finish systems in this section is based on theclassification developed by the Exterior Insulation Manufacturer’s Association (EIMA).3. Flame spread or insulation board and finish coats: 25 or less when tested individually per ASTME844. Prevent the accumulation of water behind the EIF system, either by condensation or leakagethrough the wall construction.

SamplesSubmit samples in form or manufactures standard color charts and small-scale samples indicatingavailable texture choices. Submit sealant manufacturer's standard bead samples of actualproducts showing full range of colors.

Quality AssuranceEngage an experienced installer who has completed systems similar to this project.

Warranty1. Provide a seven year standard labor and material warranty.2. Manufacturers - STO, Dryvit, or W.R. Bonsal.3. Provide insulation board in thickness and profiles as shown on the Architects drawings.

FLASHING AND SHEET METAL1. Extent of each type of flashing and sheet metal work is indicated on drawings. a. Aluminum: ASTM B 209, alloy 5005, factory finish with Kynar 500 base coating; 0.50" thick.All sheet metal exposed to the exterior to be factory finish. b. Extruded Aluminum: Manufacturer's standard extrusions of size and profiles indicated;lengths not to exceed 12'. Provide 20-year warranty. 6063-T52, 0.08" minimum thickness forprimary legs of extrusions, finish; super-cote I flouropolymer color, 20-year warranty. 1) Fascia and wall caps: MW Systems "Snap-Lok" SIF Series I, Hickman "Econosnap II"or approved equal. c. Zinc-coated Steel: Commercial quality with 0.20% copper, mill phosphatized whereindicated for painting, 0.0359" 20 gauge. d. Flexible (Thru-Wall) Flashing- copper/paper flashing: 302. Copper sheet laminated between2 sheets of bituminous Impregnated Crepe Kraft paper or saturated fabric.

SEALANTS AND CAULKINGA. Provide sealing and caulking of joints as shown on the drawings, including backing fillers whererequired. 1. Use caulking compound only on interior joints. 2. Use sealant compound for all joints exposed to the weather. 3. Submit manufacturer's material descriptions and instructions for each compound and filleralong with standard color chart for approval.

STEEL DOORS AND FRAMES Provide doors and frames complying with the Steel Door Institute.1. Fire-rated assembliesa. Whenever a fire-resistance classification is shown or scheduled for steel doors and frames,provide fire-rated investigated and tested as fire door assembly, complete with type of hardware tobe used. Identify each fire door and frame with recognized testing lab labels, indicating fire rating. b. Shop applied primer suitable as a base for finished painting. c. Fabricate exterior doors and frames from galvanized steel. d. Prepare hollow metal units to receive finish hardware in accordance with final finishhardware schedule. e. Flush metal doors shall be of seamless construction, with face sheets formed of 1 sheet ofsteel. Doors shall be 1 3/4" thick unless noted otherwise. Provide counter-sunk flat Phillips headfor exposed screws or bolts. f. Interior doors- minimum 18 gage faces.g. Exterior doors- extra heavy duty, minimum 16 gauge faces with insulated core. Fabricateddoors from galvanized steel, close top and bottom edges with a minimum 16 gage inverted steelchannels.2. Steel Framesa. Provide metal frames of the type and styles, indicated on the drawings. Where metal frames areindicated for wood doors, provide frame gauge as specified for steel doors. 16 gauge. b. Provide metal frames for doors, transoms, side lights, borrowed lights, and other openingsas shown on drawings, conceal all fastenings. c. Fabricate frames with mitered and welded corners. d. Exterior frames shall be galvanized steel. e. Stops to receive 2 silencers on strike jambs of single swing frames and 2 silencers onheads of double doors. f. No knock down frames will be accepted unless by prior approval. g. All metal doors and frames to be shop primed.

WOOD DOORS1. Fire rated wood doorsa. Where fire-resistance classifications are scheduled, provide doors which comply with NFPA No.80 standards for fire doors and windows and which have been tested and rated. b. Provide UL label on each door panel. c. Submit samples of wood to receive finish showing face and edge treatment. d. Warranty for solid core doors shall be in effect for the life of the insulation. e. White Oak (rift cut), or match existing, unless noted elsewhere. f. Premium grade. g. Book match veneer across face of door. h. Provide exposed edges and other exposed solid wood components of the same species asface veneers.

ALUMINUM ENTRANCES AND STORE FRONTS1. Provide sizes, shapes and profiles as shown for members of the system.2. Provide thickness as shown and as necessary to comply with structural loading requirements.3. Provide anodized aluminum or non-magnetic stainless steel of the type which will not causeelectrolytic action or corrosion.4. Glass and glazing as called for on drawings or glass and glazing specifications.5. Finish as called for on the drawings installation of store front.6. Comply with manufacturer’s specifications and recommendations.

FINISH HARDWARE1. See hardware noted on the drawings, if not noted, the following is a list intended to indicate thestandard of quality and type of hardware required. a. Bolts: (Auto-Flush) Ives, Rockwood b. Butts: Hager, Stanley, McKinney c. Closers, overhead: Approved Lock Manufacturing d. Coordinators: Ives, Rockwood e. Lock and latch sets: Sargent, Corbin/Russwin, or Yale f. Push, pulls and kick plates: Trimco, Rockwood g. Stops and bumpers: Trimco, Rockwood h. Thresholds: National Guard, Pemko i. Weatherstrip: National Guard, Pemko j. Exit devices: Von Duprin or Sargent2. Should the Contractor propose to furnish hardware other than specified, he shall submit for theArchitect’s approval a list of hardware to be substituted.3. All locks shall be keyed in groups as directed by the Architect or Owner, and master keyed,provide two keys per lock and six master keys.

GLASS AND GLAZING1. The required applications of glass and glazing include, but not limited to, the following: a. Exterior windows b. Exterior entrances c. Interior (miscellaneous)2. Glass a. Clear tempered 1/4" thick. b. Mirrors: Polished plate glass, No. 1 quality, 1/4" thick. c. Insulated glass: 1" thick composed of two 1/4" thick panes with 1/2" air space, interior paneclear, exterior pane shall have a low-emissivity cooling, color selected by Architect. Providetempered glass in insulated units where indicated on the drawings or where required by code. d. Float on plate glass, type 1, 1/4" thickness, clear, tempered where indicated or required. e. Fire rated wire glass: 1/4" thick.

Protection1. Remove and replace glass which is broken, chipped, cracked or damaged in any way during theconstruction period, including natural causes, accidents and vandalism.

GYPSUM WALLBOARD SYSTEMSQuality Assurance1. Where gypsum drywall systems with fire-resistance ratings are indicated, provide materials andinstallations which are identical with those of applicable assemblies tested per ASTM E 119 by firetesting laboratories acceptable to authorities having jurisdiction. a. All materials shall be from a single manufacturer.

Materials1. Gypsum wallboard: FS-SS-L-30D INT AMD 3 and ASTM C-36-78, tempered, beveled or radial-edge. a. Minimum thickness shall be 5/8" unless noted otherwise. b. Rated (type X) material, 5/8" minimum thickness required for rated partitions andassemblies. c. Water resistant backer board, ASTM C630 with tapered edge, 5/8" thick unless notedotherwise, 5/8" thick for type X, install at wet areas.2. Sound insulation: As noted on drawings.3. Gypsum sheathing: 5/8" thick board, ASTM C79; tongue and grooved long edges, moistureresistant gypsum core encased on both sides with water resistant surfaces.4. Steel studs and runners a. Interior partitions- ASTM C646, 1 5/8", 3 5/8", 4" and 6" x 22 gauge, 16 O.C. unless notedotherwise. b. Exterior partitions- Size noted on drawings x 18 gauge 16" O.C. unless noted otherwise.5. 7/8" and 1 1/2" cold rolled channels and 0.0179" minimum thickness, hat shaped.6. Control joint- USG No. 093.

Installation1. Install gypsum board in accord with manufacturers printed recommendations.2. Rated walls shall extend from floor to underside of structure above, all penetrations to be firecaulked with UL rated materials.3. Place control joints of either aluminum or plastic, control joints shall be at each side of doorjambs, and not over 30' O.C.; install double studs at control joints.

ACOUSTICAL TILE CEILINGSQuality Assurance1. Acoustical material shall conform with the following minimum requirements: Flame spreadASTM E84-77a, AIMA, Class 1, FS-SS-118a, Class 25 (0-25).2. Submittals a. Sample of each type of tile. b. Sample of suspension system.3. Storage and installation a. The building shall be enclosed, the HVAC system operating with proper filters, the propertemperature and humidity conditions stabilized before, during, and after installation.

Suspension system and tile1. Contractor shall provide samples for each tile and suspension proposed to the Architect for hisapproval before ordering.

FLOORING AND BASE1. The Contractor shall submit samples of all floor and base as indicated in the Room FinishSchedule for the Architect’s approval prior to ordering.

PAINTINGSummary:1. Extent of painting work is indicated on drawings and schedules, as here in specified and shallinclude painting and finishing of interior and exterior exposed items and surfaces throughoutproject. Work includes field painting of exposed bare and covered piping and duct work, hangers,exposed steel and iron work, and primed metal surfaces of equipment installed under mechanicaland electrical work.2. Prior to beginning work, the Architect or Owner’s designated representative will select colorsfrom color chips provided by the painting contractor.

Paint Schedule1. Provide the following paint systems for the various surfaces and/or areas as indicated:Symbol indicates the following paint system: N-1 3 coats: 1 stain, 1 varnish gloss, 1 varnish stain N-2 3 coats: 1 sanding sealer, 1 varnish gloss, 1 varnish stain P-3 3 coats: 1 primer sealer, 1 alkyd flat enamel tinted, 1 alkyd flat enamel. P-4 3 coats: 1 exterior primer, 2 vinyl acrylic latex flat P-5 3 coats: 1 exterior primer, 2 acrylic latex P-6 3 coats: 1 exterior primer, 2 exterior gloss paint P-7 2 coats: 1 undercoat tinted, 1 semi-gloss enamel P-8 3 coats: 1 block filler, 2 latex flat enamel P-9 3 coats: 1 primer, 2 acrylic latex flat P-10 3 coats: 1 primer, 2 acrylic latex eggshell epoxy P-11 3 coats: 1 primer, 2 epoxy semi-gloss P-12 3 coats: 1 primer, 2 coats enamel P-13 3 coats: 1 latex wall primer, 2 water based2. The following indicates the paint to be used on the listed surface and/or area:Surface and/or area on exterior: SymbolMetal (omit primer if shop coated) P-6Masonry P-4Gypsum P-5

Surface and/or area on interior SymbolMetal doors, cabinets (shop primed) P-7Wood doors N-2Hardwood trim N-2Softwood trim N-1Painted wood trim and millwork P-2Gypsum board walls and ceilings P-3, P-9, P-10, & P-11Metal and exposed steel (shop primed) P-7Masonry - exposed P-8Epoxy for toilet rooms and utility P-12Concrete P-12

TOILET PARTITIONS1. Provide metal toilet partitions as shown on the drawings.2. The types of partitions are toilet partitions and urinal screens.3. Submit shop drawings showing layout, and elevations.4. Steel sheets for baked enamel finish: stainless steel type 304-#4 finish.5. Toilet partitions shall be overhead braced type.6. Provide partitions that meet all codes, handicap and A.D.A. requirements.7. Doors minimum 24" in-swinging for ordinary stalls, and 32" (clear opening) out-swinging at stallsfor handicapped.

TOILET ROOM ACCESSORIES1. Provide toilet and bath accessories as shown on the drawings and specified herein.2. Prior to purchase, the contractor shall verify that the new accessories that require refills will usesame materials as existing units.3. Provide items as noted below, or approved substitute and as indicated on the drawings, complywith N.C. Handicap Code and A.D.A. items to be stainless steel when available with concealedmounting. a. Paper towel dispenser (P.T.D.) - Bobrick B-262 or Equal. b. Toilet paper dispenser (T.P.H.) - Bobrick B-6867 c. Mirrors - Bobrick B-292 Series- size as shown on drawings. d. Grab bars (G.B.)- Concealed mounted with snap flange 1 1/2" diameter x 18 gauge of style,configuration, and location as noted on drawings, (non-slip surface at handicapped toilets andshowers). e. Mop rack (M.R.) - Mop and broom holders with 3 holders at janitor closets Bobrick B-223 x 24 f. Shower seat (S.S.) - Shower seat where shown for handicapped showers Bobrick B-518 forleft hand, B-517 for right hand. g. Clothes Hook and Bumper - Bobrick B-212 or Equal.Installation1. Install toilet accessories with sufficient blocking to withstand loads as described in handicapcodes.2. Install toilet accessories only to finish surfaces and after all contiguous work is complete.

FIRE EXTINGUISHER AND FIRE EXTINGUISHER CABINETS1. Submit manufacturer’s technical data for all portable fire extinguishers and recessed fireextinguisher cabinets.2. Fire extinguishers- multi-purpose dry chemical, 10 lb. capacity, enameled steel container withpressure-indicating gauge, for class A, B, and C fires, at locations shown on drawings.3. Fire extinguisher cabinet, semi-recessed steel cabinet, with glass in door, size to contain theabove noted fire extinguisher at locations shown on drawings.

NOTE: THESE SPECIFICATIONS ARE INTENDED TOPROVIDE GENERAL INFORMATION THAT MAY ORMAY NOT APPLY TO THIS PROJECT, AND SHALL BESUPERCEDED BY SPECIFIC DETAILS AND NOTESPROVIDED IN THE OTHER CONSTRUCTIONDOCUMENTS. IF A CONFLICT SHOULD ARISE, THEGENERAL CONTRACTOR AND/OR HIS SUB-CONTRACTORS SHALL NOTIFY THE ARCHITECTFOR A SPECIFIC INTERPRETATION OF THECONSTRUCTION DOCUMENTS PRIOR TO PURCHASEOF MATERIALS, OR PERFORMANCE OF WORK.

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INSTALL NEW STOREFRONTWINDOWS AS SHOWN - PATCH &MATCH EXIST. EIFS ANDCULTURED STONE VENEER, SEEELEV'S THIS SHEET, TYP.

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CONNECT STAIR BEAMSTO EXIST. STRUCTURE

C4x5.4 @ 2'-0" O.C.AT LANDINGS

HSS 6x6x1/4" STL. COL.

ALL STRINGERS TO BEHSS 12x3x1/4"

CONC. FILLED MTL. PANS

HSS 4x4x1/4" STL. COL.

HSS 8x2x1/4"

HSSx6"x8"x1/4"TUBE @ (3) SIDES

NOTE:ALL NEW OPENINGS IN EXISTING STUD WALLS TO HAVEBOXED LINTEL CONSTRUCTED OF (2) 800S162-43(BOXED). PROVIDE ONE BEARING STUD, AND (2) KINGSTUDS, EACH END OF OPENING, TYP. U.N.O.

METAL PAN STAIR NOTES

1. METAL PAN STAIRS TO BE MINIMUM 12 GAUGE. PROVIDE C4 x5.4 (MAX. 4'-0" SPAN) @ 2'-0" O.C. O SUPPORT PANS IN LANDING.C4 x 5.4 IS MINIMUM SIZE. PROVIDE CHANNEL SIZE AS REQUIREDBY SPAN.2. ALL STRINGERS TO BE HSS 12 x 3 x 1/4 (min.) UNLESS NOTEDOTHERWISE. LARGER CHANNELS,TUBES, ANGLES, ETC. MAY BE NOTED ON CONSTRUCTIONDOCUMENTS FOR ARCHITECTURAL REASONS. HEADER TO BEMINIMUM SIZE HSS 8 x 3 x 1/4.3. PROVIDE ALL NECESSARY CLIP ANGLES, BOLTS, HANDRAILS,ETC. TO COMPLETE STAIR PORTION OF PROJECT.4. PROVIDE HSS 6 x 6 x 1/4 COLUMN AT LANDINGS AND AREASWHERE STRINGERS DO NOT FRAME INTO BEAMS. PROVIDE A 3'-0"x 3'-0" x 1'-0" CONCRETE FOOTING (WITH (4) #5'S EACH WAYBOTTOM) UNDER COLUMNS.5. SIZES NOTED ABOVE AND SIZES NOTED ON ARCHITECTURALDRAWINGS FOR STRINGERS, PANS, ANGLES, HANDRAILS,GUARDRAILS, ETC., ARE MINIMUM.PROVIDE MEMBERS TO MEETDESIGN CRITERIA AS NOTED IN SPECIFICATIONS OR GOVERNINGBUILDING CODE WHICHEVER IS MORE STRINGENT .6. DESIGN OF STAIRS AND RAILS IS BY CONTRACTOR/SUPPLIERNOT BY THE PROJECT STRUCTURAL ENGINEER. PROVIDEDESIGNING ENGINEER STAMP ON SHOP DRAWINGS. (SEESPECIFICATIONS)7. CONTRACTOR TO COORDINATE TREADS, RISERS,CONFIGURATIONS, STAIR WIDTHS, HANDRAILS, FLOOROPENINGS, FLOOR TO FLOOR, ETC. WITH ARCHITECTURALDRAWINGS.8. STAIR SHOP DRAWINGS ARE TO BE COORDINATED WITHSTRUCTURAL STEEL SHOP DRAWINGS FOR FLOOR TO FLOORHEIGHTS, FLOOR OPENING, CONFIGURATION, ETC.

G

C CC C C D D CDD

D

GG

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REMOVE EXIST. H.M. DOOR &FRAME AND INSTALL NEWSTOREFRONT DOOR INEXIST. OPENING

LINE OF PREFIN. ALUM."SHALLOW" BALCONY RAILINGTO MATCH EXISTING, TYP. U.N.O.

LINE OF CANTILEVERED STL.BALCONY W/ PREFIN. ALUM.RAILING TO MATCH EXISTING,TYP. AT (3), SEE DETAILS

SEE STAIR DETAIL 2/A1.1

EXISTING 1-HR RATEDEXIT STAIRTO REMAIN

DEMO EXISTING CONSTRUCTION ASSHOWN, REFER TO DEMOLITIONNOTES ON SHEET AS, TYP.

DEMO EXISTING CONSTRUCTION ASSHOWN, REFER TO DEMOLITIONNOTES ON SHEET AS, TYP.

DEMO EXISTING CONSTRUCTION ASSHOWN, REFER TO DEMOLITIONNOTES ON SHEET AS, TYP.

TYP. DEMOLITION NOTE: WHERE WALLSTO REMAIN ARE DISTURBED, REPAIRAND PATCH AS REQ'D TO MATCHUNDISTURBED WALLS - IT IS NOTNECESSARY TO REPAIR/PATCH FLOORS

45

'

111'-2"

G

8'

4' 4'

3'-4" 3'-4" 3'-4"6'-4"

1'

6'-2

"

7'-2"8'

2'

10

" M

IN.

3'-4"

10"

MIN

. 7'-4"

4"

T T T T T T T

STOREFRONT NOTES:1. "T" = TEMPERED GLAZING2. ALL STOREFRONT IS 1-3/4" x 4-1/2", WHITE FINISH, W/ CLR. LOW-E INSUL. GLASS

T

C D E F G H

1" 11"

7"

MA

X.

ALUM.NON-SLIPNOSING

STAINED CONC. INTREAD PANS

STL. STRINGER - SEESTRUCT.

1 1/2" x1 1/2"x 1/8" STL.ANGLES

STAIR NOTES:1) ALL STEEL TO BE SANDED SMOOTH, PRIMED, & PAINTED.2) ALL WELDS TO BE CONTINUOUS & GROUND SMOOTH.3) ALL TREADS TO BE 11", RISERS TO BE 7" H. MAX.4) HAND & GUARD RAILS TO HAVE 2 1/4" CLEARANCE.5) PICKETS AT GUARDRAILS SHALL NOT ALLOW A 4"

SPHERE TO PASS THRU.6) ALL MISC. ANCHORS & SUPPORT BRACKETS TO BE

ENGINEERED BY STAIR MFR.

SCALE: 1/4" = 1'-0"

1 1ST FLOOR PLANA1.1

SCALE: 1 1/2"= 1'-0"

2 STAIR DETAILA1.1

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14 JULY 2016

PROJECT MGR.:

DATE:

PROJECT NO.:

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8A4

4'-6" 9' 9' 4'-6" 4'-6" 9' 9' 4'-6" 4'-6" 9' 9' 1'-8"

9' 8' 8' 18'-3" 9"

3'-6

" T

YP

.

4' TYP. 4' TYP. 5A4

7A4

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C6x8.2

C6

x8

.2

C6

x8.2

C6x8.2

2x2x1/4" ANGLEJOIST @ 16" O.C.

FLOOR LINE

3/4" ɸ STL.HANGERROD BOTHSIDES OFBALCONY

3/16" CHECKERPL. DECKING

HATCHED AREA INDICATEDNEW 3/4" T & G PLYWOODFLOOR DECK OVER EXISTINGWOOD FLOOR TRUSSES

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NOTE:ALL NEW OPENINGS IN EXISTING STUD WALLS TO HAVEBOXED LINTEL CONSTRUCTED OF (2) 800S162-43 (BOXED).PROVIDE ONE BEARING STUD, AND (2) KING STUDS, EACHEND OF OPENING, TYP. U.N.O.

LINE OF PREFIN. ALUM."SHALLOW" BALCONYRAILING TO MATCH EXIST.,TYP. U.N.O.

F

LINE OF CANTILEVERED STL.BALCONY W/ PREFIN. ALUM.RAILING TO MATCH EXISTING,TYP. AT (3), SEE DETAILS SHT. A4

REMOVE EXISTINGWALLS AND DOORAS SHOWN

REMOVE EXISTINGSTOREFRONTDISPLAYPARTITIONS ATTHIS AREA

REMOVE EXIST.WINDOW ANDRAILING ANDINSTALL NEWDOOR AS SHOWN

LINE OF PRE-ENG.PREFIN. MTL.CANOPY AWNINGABOVE - COORD. W/STAIR SHOP DWG'S

EXISTING 1-HR RATEDEXIT STAIRTO REMAIN

CB D E

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SCALE: 1/4" = 1'-0"

1 2ND FLOOR PLANA1.2

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PROJECT NO.:

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2'-1

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8"

7'-2

" C

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.

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11" EXT.

4

A4 SCALE: 1/8" = 1'-0"

WEST ELEVATION3

A4 SCALE: 1/8" = 1'-0"

NORTH ELEVATION

2

A4 SCALE: 1/8" = 1'-0"

EAST ELEVATION1

A4 SCALE: 1/8" = 1'-0"

SOUTH ELEVATION

A B C D G

ABCDFG3 2 1

321

T.O. JST. BRG.(PERIM.)

ATTIC FIN. FLR.

1ST FIN. FLR.979.75

T.O. JST. BRG.(PERIM.)

ATTIC FIN. FLR.

1ST FIN. FLR.979.75

E

6484

STRIP FOOTING 2'-6" WIDECONT. (TIE INTO EXISTING)REINF. w/ (2) #5 CONT. #5 TRANS@ 16" O.C. TOP & BOTTOM,DOWEL INTO EXIST. w/ HILTI HITHY200, 6" EMBED INTO EXIST.

3'-0" x 3'-0" x 12"CONC. FTG. w/ (3) #5E. W. BOTTOM

CONC. FILLAROUND COL'S

HSSx6"x8"x1/4"TUBE @ (3) SIDES,BOT. 7'-2" AFF

HANGER RODS,SEE DETAILS

PRE-ENG./PREFIN. MTL.CANOPY/AWNING, SUPPORTFROM STRINGERS, SUBMITDESIGN/REACTIONS PRIOR TOSTAIR FAB., SOMECOORDINATION/MODIFICATIONSCOULD BE REQUIRED

REMOVE EXIST. H.M. DOOR &FRAME AND INSTALL NEWSTOREFRONT DOOR INEXIST. OPENING

ADD NEW EIFS TRIM TOMATCH EXIST. WESTPROFILES

2" SQ. PREFIN. ALUM. 42"H. MIN. GUARDRAIL w/POSTS @ 4'-0" O.C. MAX.

1 1/2" O.D. PREFIN. ALUM. 34" H.HANDRAIL, ATTACH AT EA. POST

INSTALL NEW PREFIN.ALUM. COPING AS REQ'DAT NEW EIFS TRIM ATEAST ELEVATION

FALSE WINDOWPANEL, 2" W.x1"THICK EIFS. TRIM

ADD NEW EIFS TRIM TOMATCH EXIST. WEST ANDNORTH PROFILES

ADD NEW EIFS TRIM TO MATCHEXIST. WEST PROFILES RELOCATE EXISTING

WALL SCONCE FIXTURESAS SHOWN, TYP.

EXIST. WD. LINTEL TRIMSTO BE REPLACED WITHHARDIE TRIM 5/4 SMOOTHBOARDS, TYP. - REPAIREXIST. FLASHING AS REQ'D

EXTERIOR MATERIAL NOTES:

1. ALL MTL. COPINGS, EXPOSED FLASHING AND GUTTER/DOWNSPOUTS SHALL HAVE A KYNAR 500

FINISH, OR EQUAL.

2. E.I.F.S. SHALL BE DRYVIT "INFINITY" RAINSCREEN SYSTEM, OR EQUAL. E.I.F.S. SHALL BE

FUNGUS-RESISTANT AND HAVE SELF-CLEANING ADDITIVES IN THE FINISH.

3. E.I.F.S. SYSTEM SHALL BE INSTALLED PER ALL APPLICABLE MFR. SPECIFICATIONS.

4. VERIFY E.I.F.S. FINISH AND COLOR W/ ARCHITECT AND DESIGN REVIEW COMMITTEE PRIOR TO

INSTALLATION - G.C. TO BUILD 4'X8' SAMPLE PANEL FOR REVIEW.

5. ALL OUTSIDE METALS SHALL BE NON-CORROSIVE.

6. ALL EXIST. EIFS TO BE REPAIRED AS REQ'D BY NEW CONSTRUCTION AND RE-COLORED AS PEROWNER'S DIRECTIONS.7. EXISTING EIFS PILASTER TRIM SHALL BE REMOVED AT ALL ELEVATIONS.

A4

5

NEW LINTEL TRIMS TOBE HARDIE TRIM 5/4SMOOTH BOARDS W/HEAD FLASHING TOMATCH EXIST., TYP.

16

" M

IN.

11" TREADS

12" EXT.

1 3/4"2"

FLOOR LINE

EXTENDED STL.CHANNEL

STL. CHANNELSEE PLAN

FLOOR LINE

6A4

HANGER ROD

CLOSED WELDED EYESYSTEM - COORD. w/ SHOP

DRAWINGS

1/4" GUSSET PL. EACHSIDE OF BOLT

THRU BOLT STEEL CHANNEL,SEE PLAN

HANGER ROD

CHECKER PL.SEE PLAN

CLOSED WELDEDEYE SYSTEM -COORD. w/ SHOPDRAWINGS

STEEL CHANNELSEE PLAN

1/4" GUSSET PL.EACH SIDE OFBOLT

13

'-4

"10

'

T.O. JST. BRG.

(PERIM.)

ATTICFIN. FLR.

1ST FLR.FIN. FLR.

L4x4x1/4 BETWEEN JOIST

L1 1/2"x1 1/2"x 3/4" JOIST

STIFFENER

L2x2x1/4 BRACE

1x1x3/16 TUBE

CLOSED WELDED EYE

FULLY WELDED TO TUBE

3/8" STIFFENER

HANGER ROD

BOX HEADER AT NEW

DOOR & WINDOW

OPENINGS - SEE PLAN

NOTES, TYP.

NEW STOREFRONT DOOR

CLOSED WELDED EYE

SYSTEM - COORD. W/

SHOP DWG'S

SLOPE DECKING 1/8" PER

FOOT MIN. AWAY FROM

BLDG.

WELDED TAB PLATE

SLOPE NEW SIDEWALKS

AWAY FROM BUILDING

1/4" PER FOOT MAX. -

COORDINATE W/ CIVIL

A4

6

LINE OF NEW EIFS

PROFILE & COPING TO

MATCH EXIST. AT WEST

ELEVATION

PREFIN. ALUM. BALCONY

RAIL SYSTEM TO MATCH

EXIST. "SHALLOW" RAILS

PTD. STL. CHECKER PL.

SCALE: 1" = 1'-0"

8 BALCONY DTL.A4SCALE: 1" = 1'-0"

7 BALCONY DTL.A4SCALE: 1" = 1'-0"

6 BALCONY DETAILA4

SCALE: 1/2" = 1'-0"

5 WALL SECTIONA4