FRANKLIN/CLAYTON ASSOCIATION WAREHOUSE

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1 G E N E R A L N O T E S: ABBREVIATIONS THESE DRAWINGS ARE INSTRUMENTS OF THE ARCHITECTURAL SERVICES RENDERED BY PLLC. AS SUCH THEY ARE PROPERTY OF. THEY ARE NOT TO BE USED, COPIED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT OF PLLC.. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR DIMENSIONAL PLACEMENT OF WALL INDICATED ON DESIGN DRAWINGS. VARIATIONS FROM THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BY THE CONTRACTOR. 2. WORK PERFORMED SHALL BE IN FULL AND COMPLETE COMPLIANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND HIS SUBCONTRACTORS TO ESTABLISH AND COMPLY WITH SAID APPLICABLE CODES AND REGULATIONS 3. DIMENSIONS ARE GIVEN TO FACE OF STUD 4. DISSIMILAR FLOOR FINISHES SHALL MEET WITH APPROPRIATE TRANSITION STRIPS UNLESS NOTED OTHERWISE. 5. CEILINGS SHALL RECEIVE 5/8" SAG RESISTANT GYPSUM BOARD UNLESS NOTED OTHERWISE. 6. PROVIDE GALVANIZED METAL CORNER BEADS AT EXTERNAL CORNERS OF GYPSUM BOARD WORK. J-TYPE SEMI-FINISHING TRIM NOT PERMITTED. PROVIDE L-TYPE TRIM WHERE WORK IS BUTTED TO OTHER WORK AND KERF-TYPE WHERE WORK IS KERFED TO RECEIVE KERF LEG. PROVIDE U-TYPE TRIM WHERE EDGE IS EXPOSED, REVEALED OR SEALANT FILLED INCLUDING EXPANSION JOINTS. PROVIDE TYPE NO. 93 CONTROL JOINT TRIM WHERE INDICATED OR REQUIRED. 7. PROVIDE FINISH HEADERS OVER DRYWALL OPENINGS ALIGNED WITH TOP OF DOOR FRAMES. 8. ALL GYPSUM SURFACES TO RECEIVE ONE COAT OF PRIMER AND TWO COATS OF SELECTED PAINT. COLOR TO BE SELECTED BY ARCHITECT AND OWNER, UNLESS OTHERWISE SPECIFIED. 9. WORKMANSHIP REQUIRED TO COMPLETE THE WORK SHALL BE PERFORMED BY EXPERT TRADESMEN OR CRAFTSMEN WHO ARE THOROUGHLY EXPERIENCED IN THE REQUIRED PROCESSES. THE WORK SHALL BE PERFORMED UNDER THE SUPERVISION OF A SUBCONTRACTOR WHO IS KNOWN TO BE EXPERT IN ALL ASPECTS OF THE APPLICATION OF THE MATERIALS, EQUIPMENT, OR SYSTEM BEING FABRICATED AND INSTALLED IN EACH CASE. 0. THE CONTRACTOR SHALL EMPLOY ONLY EXPERIENCED AND COMPETENT MECHANICS CAPABLE OF PRODUCING WORK OF THE QUALITY DESIRED AND SHALL ASSUME RESPONSIBILITY FOR THE WORK INCLUDING REPAIR OF DAMAGES TO THE WORK WHICH OCCUR PRIOR TO ACCEPTANCE.. CLEANUP. THE CONTRACTOR SHALL AT ALL TIMES KEEP ACCESS TO ENTRANCES AND THE WORK FREE FROM ACCUMULATION OF WASTE MATERIALS, RUBBISH AND DIRT CAUSED BY HIS OPERATION. AT THE COMPLETION OF HIS WORK, HE SHALL REMOVE ALL WASTE MATERIALS AND RUBBISH FROM AND ABOUT THE PROJECT AS WELL AS ALL OF HIS TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY AND SURPLUS MATERIALS, VACUUM CARPETS AND CLEAN WINDOWS. 2. ELECTRICAL SYSTEMS SHALL BE DESIGNED AND INSTALLED BE A LICENSED ELECTRICAL CONTRACTOR. ELECTRICAL WORK SHALL CONSIST OF INSTALLATION OF A COMPLETE SYSTEM OF ELECTRICAL RACEWAYS, WIRING FIXTURES AND DEVICES INCLUDING BUT NOT LIMITED TO WORK SHOWN ON THIS PLAN. ELECTRICAL CONTRACTOR TO SUBMIT AND PAY FOR ALL PERMIT FEES, INSPECTIONS AND MAKE DEPOSITS REQUIRED. 3. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH N.E.C. AND ALL FEDERAL, STATE AND LOCAL CODES OR ORDINANCE HAVING JURISDICTION OVER SAME. THE WORK INCLUDED SHALL CONSIST OF THE DESIGN, FURNISHING AND INSTALLATION, TESTING AND GUARANTEES. 4. WALL SWITCHES TO BE MOUNTED 48" ABOVE FLOOR FINISH TO BOTTOM OF BOX, UNLESS OTHERWISE NOTED. 5. ELECTRICAL AND TELEPHONE OUTLETS ARE TO BE MOUNTED 6" ABOVE FINISHED FLOOR TO BOTTOM OF BOX OR UNLESS OTHERWISE NOTED. ALL DECORATIVE LIGHTING SHALL BE FIELD LOCATED BY THE ARCHITECT AND/OR OWNER. 6. ALL HVAC WORK SHALL BE RELOCATED IN A NEAT AND WORKMANLIKE MANNER AND SHALL MEET ALL THE REQUIREMENTS OF FEDERAL, STATE AND LOCAL CODES, INCLUDING THE BOARD OF HEALTH AND DEPARTMENT OF INDUSTRIAL RELATIONS. THE WORK INCLUDED SHALL CONSIST OF THE DESIGN, FURNISHING AND INSTALLATION, TESTING AND GUARANTEES. A-3 A C L '-0" '-0" BEDROOM 0 LEGEND C L 49.0' XX/XX REF. DET. /A5. PROJECT DESCRIPTION: AREA CALCULATIONS AREA OF BUILDING SETBACKS FRONT REAR SIDES BUILDING HEIGHT MAXIMUM ALLOWED THIS DESIGN COLUMN CENTERLINE DIMENSION TO CENTERLINE DIMENSION TO FACE OF MATERIAL ROOM NAME & NUMBER DOOR SIZE WINDOW TYPE WALL TYPE SPOT ELEVATION OR HEIGHT ABOVE FINISHED FLOOR BUILDING OR INTERIOR ELEVATION WALL SECTION BUILDING SECTION ENLARGED DETAIL - DETAIL A5. - SHEET REVISION AND REVISION NUMBER 9,90 SF CODE ENFORCEMENT JURISDICTION: LINCOLNTON COUNTY BUILDING DEPARTMENT ZONING GB MAXIMUM LOT COVERAGE SEE CIVIL EXISTING SITE = 3.65 AC THIS DESIGN BUILDING = 9,90 SF IMPERVIOUS AREA SEE CIVIL WIND ZONE A20 A/A30 WAREHOUSEGE FACILITY LOCATION: PARCEL IDENTIFICATION #005 & COMBINED FIRE DISTRICT ENERGY ZONE SEISMIC ZONE FLOOD ZONE BASE FLOOD ELEVATION FREEBOARD WATER PUBLIC SYSTEM - LOCAL SEWER COUNTY SEWER ON-SITE WATER RETENTION FLOOR AREA REQUIREMENT CAMA PERMIT XX/XX XX/XX PROJECT DATA 40'-0" 20'-0" 0'-0" 60'-0" 205 NCECC A.C.T. ADJ. A.F.F. ALUM. ALT. ANOD. BD. BLDG. BM. BOT. BRG. HT. CL CLG. CLR. C.J. C.M.U. COL. CONC. CONT. DBL. DET. DR. D.S. DWG. E.J. ELEV. ELEC. EQ. E.W.C. EXP. EXT. F.F. FIN. FLR. F.O.C. F.O.G.B. F.O.M. F.O.S. F.R.P. GA. GL. GYP. BD. H.B. H.C. HDWR. HT. HVAC INSUL. JST. BRG. LAV. MAX. MECH. MIN. MISC. M.O. MTD. MTL. O.C. O.H. PLYWD. PT (D) REF. REINF. RM. ROT. S.C. SCHED. SHT. SIM. SPEC. STD. STL. STRUCT. TEMP. T.O.M. T.O.P. T.O.S. T.O.W. T.S. TYP. U.N.O. VCT VERT. W.C. WD. WH W/ ACOUSTICAL CEILING TILE ADJUSTABLE ABOVE FINISHED FLOOR ALUMINUM ALTERNATE ANODIZED BOARD BUILDING BEAM BOTTOM BEARING HEIGHT CENTER LINE CEILING CLEAR CONTROL JOINT CONCRETE MASONRY UNIT COLUMN CONCRETE CONTINUOUS DOUBLE DETAIL DOOR DOWNSPOUT DRAWING EXPANSION JOINT ELEVATION ELECTRICAL EQUAL ELECTRIC WATER COOLER EXPANSION EXTERIOR FINISH FLOOR FINISH (ED) FLOOR FACE OF CONCRETE FACE OF GRADE BEAM FACE OF MASONRY FACE OF STUD FIBERGLASS REINFORCED PANEL GAUGE GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HARDWARE HEIGHT HEATING/VENTILATING/AIR CONDITIONING INSULATION JOIST BEARING LAVATORY MAXIMUM MECHANICAL MINIMUM MISCELLANEOUS MASONRY OPENING MOUNTED METAL ON CENTER OPPOSITE HAND PLYWOOD PAINT (ED) REFER, REFERENCE REINFORCING ROOM ROTATED SOLID CORE SCHEDULE (ED) SHEET SIMILAR SPECIFICATION (S) STANDARD STEEL STRUCTURE (AL) TEMPERED TOP OF MASONRY TOP OF PARAPET TOP OF STEEL TOP OF WALL TUBULAR STEEL TYPICAL UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL WATER CLOSET WOOD WATER HEATER WITH PROJECT TEAM OWNER CLAYTON/FRANKLIN ASSOCIATION 8836 VINTAGE CLUB DRIVE WILMINGTON, NORTH CAROLINA 284 CONTACT: ED VOGELSONG edvogelsong@aol.com PROJECT ARCHITECT - contact: ROB rob@romeroarchitecture.com FRANKLIN/CLAYTON ASSOCIATION WAREHOUSE LIST OF SHEETS ARCHITECTURAL A000 A00 A002 A0 A02 A20 A30 CIVIL CS S S2 C C2 D STRUCTURAL S0 P P2 M2 E E2 COVER SHEET - PROJECT DATA FLOOR PLAN EXTERIOR ELEVATIONS PLUMBING, MECHANICAL, ELECTRICAL ENGINEER P3 M E2 BUILDING CODE SUMMARY SHEET (APPENDIX B) + LIFE SAFETY PLAN 3-DIMENSIONAL BUILDING IMAGES ENLARGED PLAN WALL SECTIONS COVER SHEET EXISTING SITE PLAN PROPOSED SITE PLAN PROPOSED GRADING PLAN EROSION CONTROL PLAN EROSION CONTROL DETAILS FOUNDATION & FRAMING PLANS RISER DIAGRAM & NOTES WASTE FLOOR PLAN WATER FLOOR PLAN SCHEDULES AND SPECIFICATIONS MECHANICAL PLAN ELECTRICAL NOTES AND SCHEDULE POWER PLAN LIGHTING PLAN AND FIXTURE SCHEDULE A 000 COVER + APPENDIX B ISSUED FOR ARCHITECTURAL REVIEW BOARD

2 THESE DRAWINGS ARE INSTRUMENTS OF THE ARCHITECTURAL SERVICES RENDERED BY PLLC. AS SUCH THEY ARE PROPERTY OF. THEY ARE NOT TO BE USED, COPIED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT OF PLLC. A 002 3D IMAGES ISSUED FOR ARCHITECTURAL REVIEW BOARD 3D IMAGERY

3 THESE DRAWINGS ARE INSTRUMENTS OF THE ARCHITECTURAL SERVICES RENDERED BY PLLC. AS SUCH THEY ARE PROPERTY OF. THEY ARE NOT TO BE USED, COPIED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT OF PLLC. 3'-4" 3'-0" 4'-4" 4'-0" 4'-4" 9'-0" 9'-0" 0'-0" N 4'X4' OVERHEAD DOOR GROUND FLOOR PLAN SCALE = /8" = '-0" WAREHOUSE # WAREHOUSE #2 STOREFRONT ENTRY CONCRETE SIDEWALK 9'X0' OVERHEAD DOOR 9'X0' OVERHEAD DOOR 200'-0" 0'-0" 9'-0" 9'X0' OVERHEAD DOOR 9'-0" 4'-4" 4'-0" 4'-4" 3'-0" 3'-4" 9'X0' OVERHEAD DOOR SEE A02 PROPOSED S - TO BE DETERMINED BY TENANT DEMAND 75'-6" 3'-0" '-6 /4" '-6 /4" 3'-0" 75'-5 /4" 200'-0" A/A30 4'X4' OVERHEAD DOOR GENERAL NOTES DIMENSIONS TO WALLS ARE TO FACE OF STUD. CONSULT ARCHITECT IF VARIATIONS IN DIMENSIONS OCCUR. BUILDING TO BE EQUIPPED WITH ESFR SPRINKLER SYSTEM LEGEND 3 5/8" METAL STUD 6" O.C. EXTEND 6" MIN. ABOVE LAY-IN CEILING, W/5/8" GYPSUM WALLBOARD EACH SIDE 2-HOUR RATED 6", 8 GA METAL STUD 6" O.C. EXTEND TO ROOF DECK ABOVE. SEE UL DETAIL SHEET A03 4" CONCRETE MASONRY UNIT VENEER CAST IN PLACE CONCRETE STOREFRONT WINDOWS DOOR: 3/4" SOLID CORE WOOD 0 DOOR W/HOLLOW METAL FRAME 3 X 7 0 FLOORING TO BE DETERMINED IN AREA. WAREHOUSE AREA TO BE CONRETE. AREA: BASE TRIM TO BE RUBBER THROUGHOUT AREA: CEILING TO BE ACT A 0 GROUND FLOOR PLAN ISSUED FOR ARCHITECTURAL REVIEW BOARD

THESE DRAWINGS ARE INSTRUMENTS OF THE ARCHITECTURAL SERVICES RENDERED BY PLLC. AS SUCH THEY ARE PROPERTY OF. THEY ARE NOT TO BE USED, COPIED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT OF PLLC.

BUILDING TO BE EQUIPPED WITH ESFR SPRINKLER SYSTEM LEGEND 3 5/8" METAL STUD FRAMING @ 6" O.C. EXTEND 6" MIN.

4 THESE DRAWINGS ARE INSTRUMENTS OF THE ARCHITECTURAL SERVICES RENDERED BY PLLC. AS SUCH THEY ARE PROPERTY OF. THEY ARE NOT TO BE USED, COPIED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT OF PLLC. TYPICAL ADA CODE COMPLIANT DIMENSIONS GENERAL NOTES DIMENSIONS TO WALLS ARE TO FACE OF STUD. CONSULT ARCHITECT IF VARIATIONS IN DIMENSIONS OCCUR. BUILDING TO BE EQUIPPED WITH ESFR SPRINKLER SYSTEM LEGEND 3 5/8" METAL STUD 6" O.C. EXTEND 6" MIN. ABOVE LAY-IN CEILING, W/5/8" GYPSUM WALLBOARD EACH SIDE 2-HOUR RATED 6", 8 GA METAL STUD 6" O.C. EXTEND TO ROOF DECK ABOVE. SEE UL DETAIL SHEET A03 4" CONCRETE MASONRY UNIT VENEER CAST IN PLACE CONCRETE STOREFRONT WINDOWS DOOR: 3/4" SOLID CORE WOOD 0 DOOR W/HOLLOW METAL FRAME 3 X 7 0 FLOORING TO BE DETERMINED IN AREA. WAREHOUSE AREA TO BE CONRETE. AREA: BASE TRIM TO BE RUBBER THROUGHOUT AREA: CEILING TO BE ACT N 36'-2" 28'-4 /2" 7'-9 /2" 0'-7" 7'-9 /2" STOREFRONT ENTRY CONCRETE SIDEWALK ENLARGED FLOOR PLAN SCALE = /4" = '-0" WAREHOUSE # 30"x48" FLOOR SPACE 2-HOUR RATED 6" METAL STUD FRAMING EXTEND TO ROOF 25'-0 /2" 25'-0 /2" 5'-7" 0'-3 /2" 0'-3 /2" 5'-7" 60"x56" FLOOR SPACE 60" DIA. TURN AROUND WAREHOUSE #2 ALL CEILINGS IN S & S TO BE 0'-0" A 02 ENLARGED FLOOR PLAN ISSUED FOR ARCHITECTURAL REVIEW BOARD

5 32'-0" 28'-0" SCALE = /8" = '-0" BLACK KNIGHT '-0" 3 RIGHT SIDE ELEVATION SCALE = /8" = '-0" SLOPED ROOFING BLACK KNIGHT ' X 4' DRIVE-THRU DOOR EXIT DOOR 9' X 0' DOCK DOORS RAMP DOCK BUMPERS 2 REAR ELEVATION 45'-0" STOREFRONT WINDOWS 45'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" FRONT ELEVATION SCALE = /8" = '-0" 0'-0" STOREFRONT ENTRY 8'-2" 2'-2" 2'-2" ISSUED FOR ARCHITECTURAL REVIEW BOARD '-0" 4'-0" 4'-0" A 20 22'-0" BLACK KNIGHT ELEVATIONS '-0" SCALE = /8" = '-0" 3'-0" 4 LEFT SIDE ELEVATION 32'-0" THESE DRAWINGS ARE INSTRUMENTS OF THE ARCHITECTURAL SERVICES RENDERED BY PLLC. AS SUCH THEY ARE PROPERTY OF. THEY ARE NOT TO BE USED, COPIED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT OF PLLC. BLACK KNIGHT 236-0

6 THESE DRAWINGS ARE INSTRUMENTS OF THE ARCHITECTURAL SERVICES RENDERED BY PLLC. AS SUCH THEY ARE PROPERTY OF. THEY ARE NOT TO BE USED, COPIED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT OF PLLC. METAL ROOFING PER MANUFACTURER INSULATION BLANKETS - R-3 MINIMUM STEEL ROOF BEAM STEEL COLUMN CORRUGATED METAL SIDING OWENS CORNING R-9 FIBERGLAS BATT INSULATION 6 MIL. TYVEK WRAP 5/32" THICK GEORGIA PACIFIC THERMOSTAT RADIANT BARRIER SHEATHING - FOIL SIDE IN 6", 8 GA METAL STUD 6" O.C. METAL WALL FLASHING 4" SPLIT-FACE CMU SIDEWALK TO SLOPE AWAY 5% MINIMUM CAST-IN-PLACE CONCRETE FOUNDATION TYPICAL WALL SECTION SCALE = /2" = '-0" 4" STEEL REINFORCED CONCRETE SLAB SAND - 4" MIN. 6 MIL. VAPOR BARRIER A 30 WALL SECTION ISSUED FOR ARCHITECTURAL REVIEW BOARD

SPACE TYPE: OUTSIDE PARKING (STRUCTURE)

SPACE TYPE: OUTSIDE PARKING (STRUCTURE) Construction Criteria The unit costs for Outside Parking (Structure) space types are based on the construction quality and design features in the following table.