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HomeMy WebLinkAboutTRC Approval Packet 1830_1820 Flightline Dr Commercial Site Plan TRC Approval – 1820 Flightline Dr – New Warehouse Page 1 of 1 COMMERCIAL SITE PLAN APPROVAL To: Travis Pence From: Ryan Beil Development Review Planner Date: February 26th, 2025 Subject: Commercial Site Plan TRC Approval – New Warehouse– 1820 Flightline Dr. The new warehouse at 1820 Flightline Dr. has been approved by the Technical Review Committee (TRC). The approved plan consists of one warehouse with a gross floor area of 18,068 sq ft, for a private aircraft storage hangar on 1.93 acres of land located at 1820 Flightline Dr. (PID# R04200-001-025-000.) This approval is valid for two years unless a building permit application for all or a portion of the project is submitted to the County. The approved preliminary plan is enclosed. Please note the project may be subject to additional regulations of the County’s development ordinances. In addition, this approval does not relieve the applicant from any law, regulation, or requirement of any other government or regulatory agency. Approval of this preliminary plan allows for construction plans to be approved for the subject project. Construction plans must be approved prior to full site work taking place on the property. If you have any questions or concerns, please do not hesitate to contact me at (910) 798-7444 or rbeil@nhcgov.com. Sincerely, Ryan Beil Development Review Planner cc: TRC (Fire Services, Engineering, CFPUA, NCDOT) Enclosure SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 G-000 COVER SHEET Project Number 11/22/24 GFO Hangar 1820 Flightline Road Wilmington, NC 28405 November 22, 2024 1 1 2025.01.31 GFO HANGAR PERMIT SET SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 G-001 SHEET INDEX Project Number 11/22/24 SHEET INDEX GENERAL REV. CURRENT REVISION DATE ORIGINAL ISSUANCE DATE SHEET NO.SHEET NAME 1 2025.01.31 11/22/24 G-000 COVER SHEET 11/22/24 G-001 SHEET INDEX 11/22/24 G-002 GENERAL NOTES 11/22/24 G-003 PARTITION DETAILS 1 2025.01.31 11/22/24 LS-101 FIRST FLOOR LIFE SAFETY CIVIL REV. CURRENT REVISION DATE ORIGINAL ISSUANCE DATE SHEET NO.SHEET NAME 11/22/24 C1 GENERAL NOTES 11/22/24 C2 CONSTRUCTION SAFETY, PHASING, AND SECURITY PLAN 11/22/24 C3 EXISTING CONDITIONS AND DEMOLITION PLAN 1 12/10/2024 11/22/24 C4 SITE LAYOUT PLAN 2 12/10/2024 11/22/24 C5 GRADING, DRAINAGE AND EROSION CONTROL PLAN 1 12/04/2024 11/22/24 C6 STORM DRAINAGE PROFILES 1 12/04/2024 11/22/24 C7 APRON JOINT LAYOUT PLAN, JOINT ELEVATION PLAN AND DETAILS 1 12/10/2024 11/22/24 C8 UTILITY PLAN 11/22/24 C9 EROSION CONTROL DETAILS-1 11/22/24 C10 EROSION CONTROL DETALS-2 11/22/24 C11 CONSTRUCTION DETAILS 11/22/24 C12 UTILITY DETAILS STRUCTURAL REV. CURRENT REVISION DATE ORIGINAL ISSUANCE DATE SHEET NO.SHEET NAME 11/22/24 S101 GENERAL NOTES 11/22/24 S201 FOUNDATION PLAN 11/22/24 S301 TYPICAL FOUNDATION DETAILS AND SCHEDULES 11/22/24 S311 FOUNDATION DETAILS ARCHITECTURAL REV. CURRENT REVISION DATE ORIGINAL ISSUANCE DATE SHEET NO.SHEET NAME 1 2025.01.31 11/22/24 A-101 FIRST FLOOR PLAN 11/22/24 A-111 FIRST FLOOR CEILING PLAN 11/22/24 A-121 ROOF PLAN 1 2025.01.31 11/22/24 A-201 BUILDING ELEVATIONS 1 2025.01.31 11/22/24 A-202 BUILDING ELEVATIONS 11/22/24 A-301 BUILDING SECTIONS 1 2025.01.31 11/22/24 A-302 BUILDING SECTIONS 11/22/24 A-401 ENLARGED PLANS 11/22/24 A-402 ENLARGED PLANS 1 2025.01.31 11/22/24 A-411 INTERIOR ELEVATIONS 11/22/24 A-601 DOOR SCHEDULE 11/22/24 A-602 WINDOW TYPES 11/22/24 A-701 FINISH PLAN 11/22/24 A-901 3D VIEWS REV. CURRENT REVISION DATE ORIGINAL ISSUANCE DATE SHEET NO.SHEET NAME 11/22/24 F-001 FIRE ALARM LEGEND, NOTES, RISER AND DETAILS 11/22/24 F-101 FIRE ALARM FLOOR PLAN FIRE PROTECTION REV. CURRENT REVISION DATE ORIGINAL ISSUANCE DATE SHEET NO.SHEET NAME 11/22/24 P-001 PLUMBING NOTES, ABBREVIATIONS, LEGEND, SCHEDULES 11/22/24 PS101 FIRST LEVEL WATES-VENT PLAN 11/22/24 PG101 FIRST LEVEL NAT. GAS AND COMPRESSED AIR PIPING PLAN 11/22/24 PW101 FIRST LEVEL DOMESTIC WATER PLAN 11/22/24 P-401 ENLARGED PLUMBING PLANS 11/22/24 P-501 PLUMBING DETAILS 11/22/24 P-502 PLUMBING RISER DIAGRAM 11/22/24 P-503 PLUMBING U.L. DETAILS PLUMBING REV. CURRENT REVISION DATE ORIGINAL ISSUANCE DATE SHEET NO.SHEET NAME 11/22/24 M-001 MECHANICAL ABBREVIATIONS, LEGEND, SUMMARIES AND UL DETAILS 11/22/24 MH101 MECHANICAL FLOOR PLAN - HVAC 11/22/24 MH102 MECHANICAL RCP AND T-STAT LOCATION FLOOR PLAN - HVAC 11/22/24 MH401 MECHANICAL ENLARGED PLANS - HVAC 11/22/24 MH402 MECHANICAL ENLARGED RCP FLOOR PLANS - HVAC 11/22/24 M-501 MECHANICAL DETAILS 11/22/24 M-601 MECHANICAL SCHEDULES MECHANICAL REV. CURRENT REVISION DATE ORIGINAL ISSUANCE DATE SHEET NO.SHEET NAME 11/22/24 E-001 ELECTRICAL SYMBOLS AND ABBREVIATIONS 11/22/24 E-002 GENERAL NOTES 11/22/24 E-100 ELECTRICAL SITE PLAN 11/22/24 EP101 ELECTRICAL FLOOR PLAN - POWER 11/22/24 EP102 ELECTRICAL FLOOR PLAN - HVAC POWER 11/22/24 EP103 ELECTRICAL FLOOR PLAN - GROUNDING 11/22/24 EP104 ELECTRICAL FLOOR PLAN - LIGHTING PROTECTION 11/22/24 EP105 ELECTRICAL FLOOR PLAN - HAZARDOUS LOCATION BOUNDRIES 11/22/24 EP401 ELECTRICAL ENLARGED PLANS - POWER 11/22/24 EL101 ELECTRICAL FLOOR PLAN - LIGHTING 11/22/24 E-501 ELECTRICAL DETAILS 11/22/24 E-502 ELECTRICAL DETAILS 11/22/24 E-601 ELECTRICAL RISER DIAGRAM AND SCHEDULES 11/22/24 E-602 ELECTRICAL TELECOM RISER, DETAILS AND FIRST RESPONDERS INFORMATION ELECTRICAL PLAN AND SECTION EARTH POROUS FILL (STONE OR GRAVEL) ROCK LIGHTWEIGHT CONCRETE (OR CONCRETE FILL) STRUCTURAL CONCRETE (CAST IN PLACE, ETC.) BRICK (COMMON OR FACE) CONC. MASONRY UNITS (C.M.U.) PLASTER, CEMENT, SAND, GROUT STEEL, IRON ALUMINUM WOOD (FINISH) WOOD (ROUGH) WOOD BLOCKING PLYWOOD SPRAY-ON FIREPROOFING BATT/LOOSE FILL INSULATION EXTRUDED POLYSTYRENE ACOUSTICAL TILE GYPSUM WALL BOARD CARPET AND PAD (NOT ALL MATERIALS APPLICABLE) TYPICAL DIMENSION INDICATORSECTIONS ELEVATIONS ROOM NAME AND NUMBER REVISION NUMBER AREA REVISED DOOR NUMBER WINDOW TYPE DRAWING TITLE DRAWING NAME ENLARGED DETAIL SECTION END SHEET IDENTIFIER NOTE: BLANK ARROWS DENOTE BUILDING SECTION COLUMN GRID REFERENCE DRAWING SCALE DETAIL NUMBER ? ?? ? ? ? ?? ? 1' - 1 1/4" FLOOR ELEVATION ? LOCATION ON SHEET SHEET NUMBER DIRECTION OF ELEVATION ? A-201 A1 1ST FLOOR 0'-0" COLUMN GRIDLINE CENTERLINE REVISION SYMBOL ? ? DETAIL LOCATION ON SHEET OR A-201 A1OR A-201 A1 A-201 A1 A-201 A1 SHEET NUMBER NOTE: BLANK ARROWS DENOTE BUILDING ELEVATION WALL TYPE COLUMN GRID DIRECTION OF SECTION LOCATION ON SHEET 1 NOTES: 1. WHEN LESS THAN ALL TWENTY (20) DETAIL ZONES ARE UTILIZED OR WHEN ZONES ARE COMBINED, DETAIL NUMBERS WILL NOT BE CONSECUTIVE. 2. THE ZONE IN WHICH THE LOWER LEFT HAND CORNER OF A DETAIL IS LOCATED DETERMINES THE NUMBER OF THE DETAIL. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ABBREVIATIONS: SYMBOLS USED AS ABBREVIATIONS: ∠ANGLE C CENTERLINE Ø DIAMETER (ROUND) # NUMBER L LB./LBS. POUND/POUNDS ± PLUS OR MINUS W/ WITH W/O WITHOUT TO P O F O P E R . M E C H . 4' - 0 " M A X . F.E.C.TA-2 MIN. 1' - 0" MIN. 2' - 0" 1' - 6" 2' - 1 0 " M A X . TA-6 17 " - 1 9 " 33 " - 3 6 " 5' - 0" MIN. 4' - 6" MIN. MAX. 1' - 0" TA-3 TA-9 33 " - 3 6 " 39 " - 4 1 " 1 8 " M I N . 39" - 41" TA-8 TA-1 1 1 / 2 " M I N . 7" - 9"14 " - 1 9 " 2 '- 0" MIN. 1' - 6" TA-2 TO T O P OF S E A T 1'-1" 1' - 1 0 1 / 8 " TA-4 3' - 8 " B. O . R E F S U R F 3' - 4 " M A X MA X . M O U N T I N G H E I G H T 4' - 0 " TA-7 TA-5 2' - 1 0 " TA-12 6" 20 GA NOTCHED STUD FURRING 6" 20 GA NOTCHED STUD FURRING HORIZONTAL GRAB BAR VERTICAL GRAB BAR STUD AS SCHEDULED TOGGLE BOLTS GRAB BAR 6" STUD SCREWED TO WALL STUD STUD AS SCHEDULED TOGGLE BOLTS GRAB BAR 6" STUD SCREWED TO WALL STUD TYPICAL RECESSED UNIT BOX HEADER BOX HEADER RECESSED UNIT RECESSED ACCESSORY STUD SUB FRAMING VA R I E S METAL STUD STUD SUB FRAMING RECESSED ACCESSORY- SEMI RECESSED ACCESSORY SIMILAR SURFACE MOUNTED ACCESSORY SURFACE MOUNTED ACCESSORY 20 GA MOUNTING PLATE SCREWED TO STUD FRAMING SURFACE MOUNTED BABY CHANGING STATION METAL STUD PROVIDE STUDS TO COORDINATE WITH ACCESSORY MOUNTING BABY CHANGING STATION SE E A C C E S S O R Y M O U N T I N G PROVIDE STUDS TO COORDINATE WITH ACCESSORY MOUNTING RECESSED MOUNTED BABY CHANGING STATION BOX HEADER BOX HEADER RECESSED UNIT RECESSED UNIT STUD SUB FRAMING AS REQUIRED METAL STUD RECESSED UNIT STUD SUB FRAMING AS REQUIRED NON-RATED PARTITION 1-HOUR FIRE RATED PARTITION- CONTINUOUS 1-HOUR FIRE RATED OR NON-RATED PARTITION 2-HOUR FIRE RATED PARTITION- CONTINUOUS BRICK CONCRETE / PLASTER / STUCCO GLASS SHINGLES/ SIDING ELEVATION SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 G-002 GENERAL NOTES Project Number 11/22/24 A/C AIR CONDITION(ING) ADMIN ADMINISTRATION AFF ABOVE FINISHED FLOOR ALT ALTERNATE ALUM ALUMINUM APPROX APPROXIMATE(LY) ARCH ARCHITECT(URAL) AUTO AUTOMATIC AUX AUXILIARY AV AUDIOVISUAL BITUM BITUMINOUS BL BUILDING LINE BLDG BUILDING BN BULL NOSE BOS BOTTOM OF STEEL BOT BOTTOM CAB CABINET CJ CONTROL JOINT CL CENTER LINE CLG CEILING CLG HT CEILING HEIGHT CLO CLOSET CLR CLEAR(ANCE) CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONF CONFERENCE CONT CONTINUE. CONTINUOUS CORR CORRIDOR CU FT CUBIC FOOT CU YD CUBIC YARD DEMO DEMOLISH DEPT DEPARTMENT DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DIV DIVISION DS DOWNSPOUT E EAST EA EACH EIFS EXTERIOR INSULATION & FINISH SYSTEM EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRIC(AL) ELEV ELEVATOR ENCL ENCLOSE(D) EOS EDGE OF SLAB EQ EQUAL EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER EXIST EXISTING EXP JT EXPANSION JOINT EXT EXTERIOR F/F FACE TO FACE FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF EL FINISH FLOOR ELEVATION FHC FIRE HOSE CABINET FIN FLR FINISHED FLOOR FLR FLOOR, FILLER FOC FACE OF CURB FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF SLAB FOW FACE OF WALL FT FOOT, FEET FTG FOOTING FURN FURNISH, FURNITURE GA GAGE GALV GALVANIZED GC GENERAL CONTRACTOR GYP BD GYPSUM BOARD GYP PLAS GYPSUM PLASTER HC HANDICAP HD HEAVY DUTY HDWD HARDWOOD HDWR HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HT HEIGHT HVAC HEATING, VENTILATION & AIR CONDITIONING ID INSIDE DIAMETER INCL INCLUDE(D), (ING) INFO INFORMATION INSUL INSULATION INT INTERIOR JAN CLO JANITOR CLOSET KIT KITCHEN KO KNOCKOUT LAB LABORATORY LAM LAMINATE LAU LAUNDRY LAV LAVATORY LF LINEAR FEET LVR LOUVER N.T.S.8 MATERIAL LEGEND N.T.S.3 GRAPHIC SYMBOLS N.T.S.5 NUMBERING SYSTEM 1 1/2" = 1'-0"10 STANDARD ABBREVIATIONS MAINT MAINTENANCE MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MEZZ MEZZANINE MFG MANUFACTURING MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MR MOISTURE RESISTANT MTD MOUNTED MTG MOUNTING MTL METAL N NORTH NIC NOT IN CONTRACT NOM NOMINAL NON COMB NON-COMBUSTIBLE NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OPP OPPOSITE OPT OPTION(AL) PCF POUNDS PER CUBIC FEET PLAM PLASTIC LAMINATE PLF POUNDS PER LINEAR FEET PLYWD PLYWOOD PNL PANEL PR PAIR PREFAB PREFABRICATED PREFIN PREFINISH PRKG PARKING PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PAINT, POST-TENSIONED, PRE-TREATED PVC POLYVINYL CHLORIDE (PLASTIC) QTR QUARTER QTY QUANTITY R RADIUS, RISER RCP REFLECTED CEILING PLAN RD ROOF DRAIN REF REFRIGERATOR, REFERENCE REQD REQUIRED RL ROOF LEADER RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY S SOUTH SC SOLID CORE SD STORM DRAIN SECT SECTION SF SQUARE FEET SIM SIMILAR SPEC SPECIFICATION SPKR SPEAKER SQ SQUARE SS STAINLESS STEEL STD STANDARD STOR STORAGE SUSP SUSPENDED SYS SYSTEM T TREAD TEL TELEPHONE TEMP TEMPORARY TFF TOP OF FINISH FLOOR THK THICKNESS THRU THROUGH TO TOP OF TOB TOP OF BEAM TOC TOP OF CONCRETE, CURB TOF TOP OF FOOTING TOJ TOP OF JOIST TOM TOP OF MASONRY TOP TOP OF PARAPET TOS TOP OF SLAB TOW TOP OF WALL TRTD TREATED TV TELEVISION TYP TYPICAL UL UNDERWRITERS LABORATORIES UNO UNLESS NOTED OTHERWISE VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD W WEST, WIDE W/ WITH W/O WITHOUT W/W WALL TO WALL WC WATER CLOSET WD WOOD WP WORKING POINT, WATERPROOFING WR WATER REPELLENT WT WEIGHT WWF WELDED WIRE FABRIC YD YARD N.T.S. Typical Mounting Heights 1" = 1'-0"16 ACCESSORY MOUNTING DETAILS 1 1/2" = 1'-0"11 RATED INTERSECTION DETAILS 1/8" = 1'-0"9 MATERIAL LEGEND . RO U G H O P E N I N G (S I Z E F O R D O O R ) NOTES: 1. GC TO COORDINATE JAMB DEPTH WITH WIDTH OF TRIM. 2. GC TO CCORDINATE DOOR LOCATION W/ JAMB DETAIL, TYP. SEE NOTE 1, THIS DETAIL METAL STUD FRAMING AS REQUIRED PARTITION AS SCHEDULED KEY PLAN 4" 1 1 25 GAUGE MIN. METAL BRACES @ 4'-0" O.C. MAX. CONT. METAL STUD PARTITION AS SCHEDULED OPTION A UNDERSIDE OF STRUCTURE 3" 16 GAUGE CONT. FLAT STRAPS W/ #8 SCREW ON EACH SIDE PARTITION AS SCHEDULED OPTION B OPTION C 1 1 25 GAUGE MIN. METAL BRACES @ 4'-0" O.C. MAX. PARTITION AS SCHEDULED STAGGER VERTICAL JOINTS OF GWB SO THAT THEY OCCUR OF DIFFERENT STUDS ON OPPOSITE SIDES OF PARTITION AND STAGGER JOINTS OF SECOND LAYER FROM FIRST LAYER WHEN PARTITION REQUIRES MULTIPLE GWB LAYERS. USE SAME METHOD WHEN 8'-0" GWB SHEETS ARE APPLIED HORIZONTALLY.GWB PARTITION AS SCHEDULED UNDERSIDE OF STRUCTURE 1 LAYER 5/8" TYPE 'X' GWB ON EACH SIDE OF STUD FINISH AS SCHEDULED 3 5/8" MTL. STUDS @ MAX. 16" O.C. W/ CONT. TOP AND BOTTOM TRACKS 3 1/2" SOUND ATTENUATION BATT INSULATION OVERHEAD BRACING AS REQ'D. 1 LAYER 5/8" TYPE 'X' GWB CEILING FINISH AS SCHED. CONT. SEALANT 3 5/8" MTL. STUDS @ MAX. 16" O.C. LIGHT GAGE METAL STUDS TYPICAL METAL STUD LIGHT GAGE METAL TRACK 1" 1/ 2 " - 3 / 4 " DE F L E C T I O N D E P T H UNDERSIDE OF STRUCTURE DEEP LEG DEFLECTION TRACK COORD. DEPTH W/ STRUCTURAL TEK SCREW INTO SLOT OF VERTICAL LEG OF STUD GWB SCREW SHALL BE BELOW TRACK LEG BY MIN. DEFLECTION DEPTH METAL STUD FRAMING SEE PARTITION TYPES GWB AS SCHEDULED 7/ 8 " PARTITION NOTES METAL STUD GAUGES. NOTE: U.L. AND STRUCTURAL REQUIREMENTS TAKE PRECEDENCE OVER THE ABOVE SPECIFICATIONS. LOCATION LENGTH GAUGE PARTITION UP TO 8'-0" 20 GAUGE PARTITION UP TO 10'-0" 18 GAUGE PARTITION UP TO 12'-0" 16 GAUGE PARTITION GREATER THAN 12'-0" SEE STRUCTURAL DRAWINGS. BULKHEAD UP TO 6'-0" 25 GAUGE BULKHEAD UP TO 8'-0" 20 GAUGE BULKHEAD GREATER THAN 8'-0" SEE SPECIFIC DETAILS AND/OR STRUCT. DRWGS. SOFFIT UP TO 4'-0" 25 GAUGE SOFFIT UP TO 8'-0" 25 GAUGE, SEE SPECIFIC DETAILS FOR SUPPORT SOFFIT GREATER THAN 8'-0" SUSPENDED SYSTEM MUST BE USED DOOR / WINDOW HEAD AND JAMB U.N.O. 16 GA (2 STUDS AT ALL LOCATIONS) 1. ALL GYPSUM WALL BOARD TO BE 5/8" TYPE 'X' U.N.O. 2. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO COLUMN CENTER LINE, FACE OF GWB/STUD PARTITIONS, FACE OF MASONRY AND CONCRETE WALLS AND FACE OF EXISTING WALLS. 3. HOLD TOP OF PARTITION DOWN 1/2" FROM TOP RUNNER WHERE PARTITION EXTENDS TO STRUCTURE ABOVE. 4. ALL CAULK AND SEALANT SHALL BE CONTINUOUS. 5. ALL CMU WALLS AND SOUND RATED PARTITIONS SHALL EXTEND FROM FINISHED FLOOR TO WHERE THEY MAY BE SEALED, SUCH AS THE UNDERSIDE OF STRUCTURE OR DECK AND BE ENTIRELY SEALED OFF U.N.O. ALL PENETRATIONS SUCH AS PIPING, CONDUITS, DUCTS, ETC. IN SUCH SEALED OFF WALLS OR PARTITIONS SHALL IN THEMSELVES BE PACKED AND SEALED OFF ALONG THE PERIMETER OF PENETRATION. 6. ALL FIRE AND/OR SMOKE PARTITIONS SHALL EXTEND FROM FINISH FLOOR TO WHERE THEY MAY BE SEALED, SUCH AS THE UNDERSIDE OF THE STRUCTURE OR DECK, AND BE ENTIRELY SEALED OFF WITH SAFEING MATERIAL ONLY. SAFEING MATERIAL SHALL BE HELD IN PLACE WITH A FIRE STOPPING MATERIAL ON BOTH SIDES, SUCH AS GYPSUM WALL BOARD OR UL LISTED FIRE PROOFING MATERIAL AND ASSEMBLY. 7. ALL SOUND RATED (STC) WALLS OR PARTITIONS SHALL HAVE CLOSURE GASKETS AT TOP, BOTTOM, AND SIDES WHERE A SOUND LEAK WOULD OTHERWISE EXIST. 8. STRUCTURAL STUDS (20 GA. MINIMUM) SHALL BE USED WHERE ANY NON-SELF-SUPPORTING WALL HUNG FIXTURES, EQUIPMENT, OR CABINETRY OCCUR AND SHALL EXTEND FROM FLOOR TO STRUCTURE ABOVE. SEE TYPICAL SUPPORT DETAILS FOR WALL MOUNTED ITEMS. 9. ALL METAL STUD FRAMED PARTITIONS SHALL BE BRACED ABOVE FINISHED CEILINGS. BRACING SHALL BE AS FOLLOWS: ATTACH A 3 5/8" OR 6" METAL STUD HORIZONTALLY AND CONTINUOUSLY TO PARTITION 8" MAXIMUM ABOVE FINISHED CEILING. PROVIDE 3 5/8" OR 6" METAL STUD KICKERS AT 45 DEGREE ANGLE TO STRUCTURE AT 4'-0" O.C. 10. KICKERS SHALL HAVE CLIP ANGLES (14 GA MIN.) WITH TWO 1/4" ANCHORS. ALL KICKER LOCATIONS SHALL BE COORDINATED WITH ALL OTHER TRADES PERFORMING WORK ABOVE CEILING. 11. DO NOT FASTEN TOP RUNNER TO STUDS; CRIMP RUNNER ON BOTH SIDES OF STUD TO STABILIZE STUD. 12. SEE ROOM FINISH SCHEDULE FOR ADDITIONAL REQUIREMENTS FOR FINISH MATERIALS SUCH AS TILE, PANELING, ETC. WHICH ARE NOT SHOWN OR INCLUDED IN THESE PARTITION TYPES. 13. WHERE PARTITION TYPES CHANGE IN A STRAIGHT RUN, THE EXPOSED OR MOST IMPORTANT EXPOSED FINISHED FACE, AND NOT NECESSARILY THE CENTERLINE OF STUDS, SHALL ALIGN. REVIEW CASES WHICH ARE UNCLEAR WITH THE ARCHITECT PRIOR TO CONSTRUCTION OF SUCH PARTITIONS. 14. WHERE ITEMS ARE RECESSED INTO RATED PARTITIONS, PROVIDE BOXING, INSULATION, ETC. AS REQUIRED TO MAINTAIN THE FIRE RESISTANCE RATING. 15. PURSUANT TO NCSBC 603 ALL WOOD PRODUCTS SHALL BE FIRE-RETARDANT TREATED (FRT), INCLUDING BUT NOT LIMITED TO WOOD BLOCKING, CABINETRY AND MILLWORK SUBSTRATES, AND EXPOSED PLYWOOD PANELS 16. WHERE SPECIALTY WALL PANEL SYSTEMS ARE TO BE APPLIED TO PARTITIONS, SHIMMING MAY BE REQUIRED TO ENSURE A FLUSH AND PLUMB INSTALLATION. 17. ELECTRICAL AND TELECOM ROOMS: IN ADDITION TO GWB AS SCHEDULED, WRAP ENTIRE ROOM IN 3/4" VIRGIN, VOID-FREE, FIRE-RATED PLYWOOD, FROM 0'-6" AFF TO 8'-6" AFF, LAG-BOLTED TO WALLS AT METAL STUD LOCATIONS. PAINT ALL WALL SURFACES AS SCHEDULED. 18. ALL CLOSETS ARE TO RECEIVE WOOD SHELVING AND ROD U.N.O. 19. PROVIDE FR SOLID WOOD BLOCKING IN WALL AS REQUIRED FOR MOUNTING OF CABINETS, GRAB BARS, TV'S, TOILET PARTITIONS AND ACCESSORIES, ETC. SEE PLANS AND ELEVATIONS FOR LOCATIONS OF WALL- MOUNTED BUILT-INS AND EQUIPMENT. 20. USE MOISTURE RESISTANT GWB AT ALL WET AREAS. 21. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS AND INFORMATION. GC TO COORDINATE SHEATHING SIDE AND EXTENTS WITH ARCHITECTURAL AND STRUCTURAL. D1a FIRE RATING 0 HR ASSEMBLY NO. N/A N/A N/A STC STC. TEST # 4 7/8" SCHEDULED CEILING 3 1/2" SOUND ATTENUATION BATT INSULATION 3 5/8" METAL STUDS AT MAX. 16" O.C. WITH CONTINUOUS TOP AND BOTTOM TRACKS 1 LAYER 5/8" TYPE 'X' GWB ON EACH SIDE OF STUD FINISH AS SCHEDULED CONTINUOUS STUD RUNNER WALL BASE AS SCHEDULED CONTINUOUS SEALANT FINISHED FLOOR AS SCHEDULED UNDERSIDE OF STRUCTURE 3/ 8 " OVERHEAD BRACING AS REQUIRED, SEE PARTITION NOTES CONTINUOUS DEFLECTION TRACK D3a FIRE RATING 0 HR ASSEMBLY NO. N/A N/A N/A STC STC. TEST # 5 1/2" SCHEDULED CEILING 3 1/2" SOUND ATTENUATION BATT INSULATION 3 5/8" METAL STUDS AT MAX. 16" O.C. WITH CONTINUOUS TOP AND BOTTOM TRACKS 1 LAYER 5/8" TYPE 'X' GWB, FINISH AS SCHEDULED CONTINUOUS STUD RUNNER WALL BASE AS SCHEDULED CONTINUOUS SEALANT FINISHED FLOOR AS SCHEDULED UNDERSIDE OF STRUCTURE 3/ 8 " OVERHEAD BRACING AS REQUIRED, SEE PARTITION NOTES CONTINUOUS DEFLECTION TRACK MTS-1 EDGE PROTECTION AS SCHEDULED TO UNDERSIDE OF CEILING PROVIDE HORIZONTAL FRT BLOCKING FOR FIXTURES AND TOILET ACCESSORIES AS REQUIRED WALL TILE AS SCHEDULED SETTING BED 1/4" CEMENTITIOUS BACKER BOARD 1/2" FRT PLYWOOD SHEATHING D3b FIRE RATING 0 HR ASSEMBLY NO. N/A N/A N/A STC STC. TEST # 3 1/2" SOUND ATTENUATION BATT INSULATION 3 5/8" METAL STUDS AT MAX. 16" O.C. WITH CONTINUOUS TOP AND BOTTOM TRACKS CONTINUOUS STUD RUNNER WALL BASE AS SCHEDULED CONTINUOUS SEALANT FINISHED FLOOR AS SCHEDULED UNDERSIDE OF STRUCTURE OVERHEAD BRACING AS REQUIRED, SEE PARTITION NOTES CONTINUOUS DEFLECTION TRACK MTS-1 EDGE PROTECTION AS SCHEDULED TO UNDERSIDE OF CEILING PROVIDE HORIZONTAL FRT BLOCKING FOR FIXTURES AND TOILET ACCESSORIES AS REQUIRED WALL TILE AS SCHEDULED SETTING BED 1/4" CEMENTITIOUS BACKER BOARD 1/2" FRT PLYWOOD SHEATHING D4a FIRE RATING 0 HR ASSEMBLY NO. N/A N/A N/A STC STC. TEST # 4 1/4" SCHEDULED CEILING 3 1/2" SOUND ATTENUATION BATT INSULATION 3 5/8" METAL STUDS AT MAX. 16" O.C. WITH CONTINUOUS TOP AND BOTTOM TRACKS 1 LAYER 5/8" TYPE 'X' GWB, FINISH AS SCHEDULED CONTINUOUS STUD RUNNER WALL BASE AS SCHEDULED CONTINUOUS SEALANT FINISHED FLOOR AS SCHEDULED UNDERSIDE OF STRUCTURE 3/ 8 " OVERHEAD BRACING AS REQUIRED, SEE PARTITION NOTES CONTINUOUS DEFLECTION TRACK C4a FIRE RATING 0 HR ASSEMBLY NO. N/A N/A N/A STC STC. TEST # 3 1/8" SCHEDULED CEILING 2 1/2" METAL STUDS AT MAX. 16" O.C. WITH CONTINUOUS TOP AND BOTTOM TRACKS 1 LAYER 5/8" TYPE 'X' GWB, FINISH AS SCHEDULED CONTINUOUS STUD RUNNER WALL BASE AS SCHEDULED CONTINUOUS SEALANT FINISHED FLOOR AS SCHEDULED UNDERSIDE OF STRUCTURE 3/ 8 " OVERHEAD BRACING AS REQUIRED, SEE PARTITION NOTES CONTINUOUS DEFLECTION TRACK E1a FIRE RATING 0 HR ASSEMBLY NO. N/A N/A N/A STC STC. TEST # 7 1/4" SCHEDULED CEILING 3 1/2" SOUND ATTENUATION BATT INSULATION 6" METAL STUDS AT MAX. 16" O.C. WITH CONTINUOUS TOP AND BOTTOM TRACKS 1 LAYER 5/8" TYPE 'X' GWB ON EACH SIDE OF STUD FINISH AS SCHEDULED CONTINUOUS STUD RUNNER WALL BASE AS SCHEDULED CONTINUOUS SEALANT FINISHED FLOOR AS SCHEDULED UNDERSIDE OF STRUCTURE 3/ 8 " OVERHEAD BRACING AS REQUIRED, SEE PARTITION NOTES CONTINUOUS DEFLECTION TRACK E3a FIRE RATING 0 HR ASSEMBLY NO. N/A N/A N/A STC STC. TEST # 7 7/8" SCHEDULED CEILING 3 1/2" SOUND ATTENUATION BATT INSULATION 3 5/8" METAL STUDS AT MAX. 16" O.C. WITH CONTINUOUS TOP AND BOTTOM TRACKS 1 LAYER 5/8" TYPE 'X' GWB, FINISH AS SCHEDULED CONTINUOUS STUD RUNNER WALL BASE AS SCHEDULED CONTINUOUS SEALANT FINISHED FLOOR AS SCHEDULED UNDERSIDE OF STRUCTURE 3/ 8 " OVERHEAD BRACING AS REQUIRED, SEE PARTITION NOTES CONTINUOUS DEFLECTION TRACK MTS-1 EDGE PROTECTION AS SCHEDULED TO UNDERSIDE OF CEILING PROVIDE HORIZONTAL FRT BLOCKING FOR FIXTURES AND TOILET ACCESSORIES AS REQUIRED WALL TILE AS SCHEDULED SETTING BED 1/4" CEMENTITIOUS BACKER BOARD 1/2" FRT PLYWOOD SHEATHING E4a FIRE RATING 0 HR ASSEMBLY NO. N/A N/A N/A STC STC. TEST # 6 5/8" SCHEDULED CEILING 3 1/2" SOUND ATTENUATION BATT INSULATION 6" METAL STUDS AT MAX. 16" O.C. WITH CONTINUOUS TOP AND BOTTOM TRACKS 1 LAYER 5/8" TYPE 'X' GWB, FINISH AS SCHEDULED CONTINUOUS STUD RUNNER WALL BASE AS SCHEDULED CONTINUOUS SEALANT FINISHED FLOOR AS SCHEDULED UNDERSIDE OF STRUCTURE 3/ 8 " OVERHEAD BRACING AS REQUIRED, SEE PARTITION NOTES CONTINUOUS DEFLECTION TRACK D3c FIRE RATING 0 HR ASSEMBLY NO. N/A N/A N/A STC STC. TEST # 3 1/2" SOUND ATTENUATION BATT INSULATION 3 5/8" METAL STUDS AT MAX. 16" O.C. WITH CONTINUOUS TOP AND BOTTOM TRACKS CONTINUOUS STUD RUNNER WALL BASE AS SCHEDULED CONTINUOUS SEALANT FINISHED FLOOR AS SCHEDULED UNDERSIDE OF STRUCTURE OVERHEAD BRACING AS REQUIRED, SEE PARTITION NOTES CONTINUOUS DEFLECTION TRACK MTS-1 EDGE PROTECTION AS SCHEDULED TO UNDERSIDE OF CEILING PROVIDE HORIZONTAL FRT BLOCKING FOR FIXTURES AND TOILET ACCESSORIES AS REQUIRED WALL TILE AS SCHEDULED SETTING BED 1/4" CEMENTITIOUS BACKER BOARD 1/2" FRT PLYWOOD SHEATHING E3c FIRE RATING 0 HR ASSEMBLY NO. N/A N/A N/A STC STC. TEST # 3 1/2" SOUND ATTENUATION BATT INSULATION 3 5/8" METAL STUDS AT MAX. 16" O.C. WITH CONTINUOUS TOP AND BOTTOM TRACKS CONTINUOUS STUD RUNNER WALL BASE AS SCHEDULED CONTINUOUS SEALANT FINISHED FLOOR AS SCHEDULED UNDERSIDE OF STRUCTURE OVERHEAD BRACING AS REQUIRED, SEE PARTITION NOTES CONTINUOUS DEFLECTION TRACK MTS-1 EDGE PROTECTION AS SCHEDULED TO UNDERSIDE OF CEILING PROVIDE HORIZONTAL FRT BLOCKING FOR FIXTURES AND TOILET ACCESSORIES AS REQUIRED WALL TILE AS SCHEDULED SETTING BED 1/4" CEMENTITIOUS BACKER BOARD 1/2" FRT PLYWOOD SHEATHING S2e FIRE RATING 2 HR ASSEMBLY NO. U433 N/A N/A STC STC. TEST # 5 1/4" SCHEDULED CEILING SOUND ATTENUATION BATT INSULATION 4" METAL CH STUD SYSTEM 2 LAYERS 5/8" TYPE 'X' GWB, FINISH AS SCHEDULED CONTINUOUS CH STUD RUNNER WALL BASE AS SCHEDULED CONTINUOUS FIRE RATED SEALANT FINISHED FLOOR AS SCHEDULED UNDERSIDE OF STRUCTURE 3/ 8 " CONTINUOUS FIRE RATED SEALANT 2 HOUR RATED PARTITION FIRE RESISTIVE HEAD-OF-WALL DYNAMIC JOINT SYSTEM UL HW-D-0119 SHAFTWALL LINER PANEL (1") S2e AS SHOWN S2f WITH 6" CH STUDS *FIRESTOP ALL PENETRATIONS S2d WITH 21/2" CH STUDS SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 G-003 PARTITION DETAILS Project Number 11/22/24 1 1/2" = 1'-0"16 TYPICAL DOOR OFFSET DETAIL 1 1/2" = 1'-0"17 ABOVE-CEILING STUD TERMINATION DETAILS 1 1/2" = 1'-0"19 TYPICAL FRAMING LAYOUT 1 1/2" = 1'-0"11 TYPICAL GWB CEILING DETAIL 6" = 1'-0"12 TYPICAL STUD HEADER DETAIL 6" = 1'-0"13 DELFECTION TRACK DETAIL SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 G-101 CODE SUMMARY Project Number 11/22/24 1 18201 1 2025.01.31 GFO HANGAR PERMIT SET 1 1 1 1 1 G5 0 0 G5 0 0 CELLRANG EYCELLRANG EXNAM E LIFE SAFETY PLAN LEGEND ROOM NAME ROOM NUMBERROOM AREAROOM TAG NUMBER OF OCCUPANTS Room name (99,999 SF) 999 101 34" 888888 ACTUAL CLEAR INCHES ACTUAL OCCUPANTS MAX OCCUPANTS EXIT WIDTH DISTANCE BETWEEN EXITS REQUIRED ACTUAL MAXIMUM AREA DIAGONAL EXIT ACCESS TRAVEL DISTANCE ACTUALALLOWABLE X' X' X' X' X' FEC FEC - FIRE EXTINGUISHER IN FIRE EXTINGUISHER CABINET PFE - WALL-MOUNTED FIRE EXTINGUISHER EXIT SIGN - COORDINATE LOCATIONS AND REQUIREMENTS W/ ELEC DRAWINGS PFE WFE - WHEELED FIRE EXTINGUISHERWFE ACTUAL AREA SERVICED BY FE: 15,600 SF HAZARD LEVEL: ORDINARY CLASS ABC MIN / SF / A: 1,500 SF EXTINGUISHER TYPE: WFE (4A:50B:C) SF / EXTINGUISHER: 6,000 SF NUMBER OF EXTINGUISHERS: 4 WFE MAX. SF OF AREA SERVED: 24,000 SF MAX TRAVEL DISTANCE: 50' SF ACTUAL MAX. TRAVEL DISTANCE: 50' SF FIRE EXTINGUISHER CALCULATIONS PLAN NORTH TRUE NORTH NN (15214.07 SF) 31 HANGAR 100 (337.23 SF) 2 PARTS STORAGE 116 (220.08 SF) 15 CONFERENCE 106 (312.50 SF) 4 OPEN OFFICE 103 (118.60 SF) 2 OFFICE 105 (115.99 SF) 8 SEATING 101A (88.96 SF) 0 RESTROOM 107 (98.50 SF) 0 RESTROOM 108 (42.00 SF) 1 JANITOR 109 (137.34 SF) 2 BREAK 111 (117.04 SF) 1 ELEC/ IT 114 (12.00 SF) 1 CLOSET 112 (112.36 SF) 0 LOBBY 101 (WORST CASE SHOWN) 125 200' 17 5 87' 100' PORTABLE WHEELED FIRE EXTINGUISHER (WFE) TYP. PORTABLE FIRE EXTINGUISHER (PFE) TYP. PORTABLE WHEELED FIRE EXTINGUISHER (WFE) TYP. PORTABLE FIRE EXTINGUISHER (PFE) TYP. PORTABLE WHEELED FIRE EXTINGUISHER (WFE) TYP. PORTABLE FIRE EXTINGUISHER (PFE) TYP. PORTABLE WHEELED FIRE EXTINGUISHER (WFE) TYP. PORTABLE FIRE EXTINGUISHER (PFE) TYP. F.E.C. 120 (W O R S T C A S E S H O W N ) 84 ' 20 0 ' 2 HOUR RATED ROOM CONTAINING ERCCS EQUIPMENT- SEE ELECTRICAL 34 1/4" 171 34" 17011 34" 17011 34" 17011 31 2 HOUR FIRE SHUTTER TIED INTO FIRE ALARM RATED DOOR WITH CLOSER RATED DOOR WITH CLOSER 2 HOUR RATED WALL SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 LS-101 FIRST FLOOR LIFE SAFETY Project Number 11/22/24 1/8" = 1'-0"1 FIRST LEVEL LIFE SAFETY PLAN CALCULATIONS (A) ROOM NUMBER (B) ROOM NAME (C) OCCUPANCY TYPE (D) AREA (E) AREA PER OCCUPANT (F) ACTUAL OCCUPANTS (D/E) (I) OTHER INCHES/OCC (J) OTHER INCHES REQ (F*I) FIRST LEVEL 100 HANGAR AIRCRAFT HANGAR (GROSS) 15220.22 SF 500.00 SF 31 0.2 6.09" 101 ENTRY/ LOBBY BUSINESS AREA (GROSS) 253.19 SF 100.00 SF 3 0.2 0.51" 102 CORR INCIDENTAL 153.72 SF 0.00 SF 0.2 103 OPEN OFFICE BUSINESS AREA (GROSS) 327.00 SF 100.00 SF 4 0.2 0.65" 105 OFFICE BUSINESS AREA (GROSS) 123.51 SF 100.00 SF 2 0.2 0.25" 106 CONFERENCE ASSEMBLY (TABLE AND CHAIRS) 236.73 SF 15.00 SF 16 0.2 3.16" 107 RESTROOM N/A 88.96 SF 0.00 SF 0.2 108 RESTROOM N/A 98.96 SF 0.00 SF 0.2 109 JAN STORAGE 41.67 SF 300.00 SF 1 0.2 0.03" 110 CORR INCIDENTAL 95.03 SF 0.00 SF 0.2 111 BREAK BUSINESS AREA (GROSS) 136.72 SF 100.00 SF 2 0.2 0.27" 112 CLOSET STORAGE 12.00 SF 300.00 SF 1 0.2 0.01" 114 ELEC/ IT ACCESSORY STORAGE 115.09 SF 300.00 SF 1 0.2 0.08" 115 RISER ACCESSORY STORAGE 8.64 SF 300.00 SF 1 0.2 0.01" 116 PARTS STORAGE STORAGE 341.11 SF 300.00 SF 2 0.2 0.23" 64 11.27" GRAND TOTALS 64 11.27" 1 1 1 1 1 2025.01.31 GFO HANGAR PERMIT SET A-201 2 A-201 A-202 A-202 1 2 1 1 6 3 4 5 2 1.1 5.9 GF.9ABB.1 DC 21 ' - 1 0 " 2 5 ' - 0 " 2 5 ' - 0 " 2 5 ' - 0 " 2 1 ' - 1 0 " 26' - 2"25' - 0"25' - 0"25' - 0"26' - 2" 8" 20' - 0"8"8" 8" 8" 130' - 0" STEEL20' - 0" STEEL 12 0 ' - 0 " S T E E L 1' - 4 " HANGAR 100 ENTRY/ LOBBY 101 CONFERENCE 106 PARTS STORAGE 116 1' - 4 " 66 ' - 0 " 20' - 6" 45' - 6" GP GP GP GP GP GP GP GP GP DRAIN COVER AT -3" SLOPE TO DRAIN SL O P E T O D R A I N SL O P E T O D R A I N SLOPE TO DRAIN SLOPE TO DRAIN SL O P E T O D R A I N SL O P E T O D R A I N SLOPE TO DRAIN 12 0 ' - 0 " 8" 25' - 4" 12' - 0" 4' - 0" 3' - 4" 34' - 4" 12' - 0" 42' - 4" 3' - 4" 13' - 4" V A LLE Y DOUBLE INLET SUMP INTERNALLY SLOPED TRENCH TYPE FLOOR DRAIN PFE WFE 2 HOUR FIRE SHUTTER TIED INTO FIRE ALARM UTILITY SINK EYE WASH STATION ICE MAKER REFRIGERATOR LINE OF HANGAR DOOR IN OPEN POSITION FLOOR DRAIN VENT STACK PRE-ENGINEERED METAL BUILDING CROSS BRACING AIRCRAFT GROUNDING RECEPTICAL (GP) PFE WFE PFE WFE PFE WFE V A L L E Y V A L L E Y V A L L E Y DRAIN COVER AT -3"VALLEYDOUBLE INLET SUMP INTERNALLY SLOPED TRENCH TYPE FLOOR DRAIN V A L L E YVALLEYV A LL E Y FLOOR DRAIN VENT STACK ELEC/ IT 114 130'-0" x 120'-0" 120' - 0" CLEAR FPHB HB HB FPHB E F2 A-302 1 A-302 2 A-301 1 A-301 GALVANIZED METAL ROOF ACCESS LADDER 12'x12' AUTO OVERHEAD COILING DOOR 12'x12' AUTO OVERHEAD COILING DOOR RIDGE (-1 1/2") OPEN OFFICE 103 RISER 115 A-401 3 A-401 4 OFFICE 105 ref RESTROOM 108 JAN 109 RESTROOM 107 CORR 110 BREAK 111 CLOSET 112 ON-DEMAND WATER HEATER, COORDINATE FINAL LOCATION WITH OTHER TRADES WITHIN SERVICE YARD PRE-ENGINEERED METAL BUILDING CROSS BRACING B A PRE-ENGINEERED METAL BUILDING CROSS BRACING PRE-ENGINEERED METAL BUILDING CROSS BRACING PRE-ENGINEERED METAL BUILDING CROSS BRACING PRE-ENGINEERED METAL BUILDING CROSS BRACING 101A 101B 107 116 11 4 10 9 11 1 112 108 103 105 100B 10 6 100C 100A 100D 100F 10 0 G 10 0 E 11 5 GAS METER, COORDINATE FINAL LOCATION WITH OTHER TRADES WITHIN SERVICE YARD 100H AIR COMPRESSOR 4' - 6" A-501 4 A-501 5 A-501 9 A-501 14 A-501 15 2 HOUR RATED ROOM CONTAINING ERCCS EQUIPMENT- SEE ELECTRICAL GENERAL NOTES - FLOOR PLAN 3. UNLESS NOTED OTHERWISE ALL INTERIOR DIMENSIONS ARE TO COLUMN CENTER LINE OR FACE OF GWB/STUD PARTITIONS. 4. SEE ENLARGED PLANS FOR PARTITION TAGS NOT IDENTIFIED ON THIS SHEET. 5. SEE SHEET G-003 FOR PARTITION TYPES AND ASSOCIATED PARTITION ITEMS.. 6. EDGE OF SLAB AT BUILDING PERIMETER TO ALIGN WITH OUTSIDE FACE OF STUD/ CMU U.N.O. 7. SEE STRUCTURAL DRAWINGS FOR ALL E.O.S. DETAILS AND CONDITIONS. 8. PROVIDE FR BLOCKING AS REQUIRED AT LOCATIONS WITH WALL-MOUNTED EQUIPMENT. (TVs, MONITORS, CASEWORK, ETC.) 1. GENERAL CONTRACTOR TO COORDINATE ALL WORK TO INSURE SYSTEM INTEGRITY IS MAINTAINED FOR STRUCTURAL, FIRE PROTECTION AND BUILDING SECURITY. PLUMBING, MECHANICAL, ELECTRICAL AND COMMUNICATIONS/ DATA SERVICES ARE TO BE MAINTAINED IN OCCUPIED AREAS OF THE BUILDING THROUGHOUT THE CONSTRUCTION PROCESS. INTERRUPTION OF THESE SERVICES WILL REQUIRED PRIOR NOTIFICATION AND COORDINATION WITH OWNER. 2. CONFIRM WITH OWNER IF PROTECTIVE BARRIERS ARE REQUIRED TO SEPARATE CONSTRUCTION ACTIVITIES FROM OWNER OPERATIONS. IF REQUIRED THEN PROTECTIVE BARRIERS ARE TO BE INSTALLED PRIOR TO CONSTRUCTION. SUBMIT FOR THE OWNERS APPROVAL A BARRIER DIAGRAM NOTING PROPOSED BARRIER LOCATION(S). PARTITION NOTES METAL STUD GAUGES. NOTE: U.L. AND STRUCTURAL REQUIREMENTS TAKE PRECEDENCE OVER THE ABOVE SPECIFICATIONS. LOCATION LENGTH GAUGE PARTITION UP TO 8'-0" 20 GAUGE PARTITION UP TO 10'-0" 18 GAUGE PARTITION UP TO 12'-0" 16 GAUGE PARTITION GREATER THAN 12'-0" SEE STRUCTURAL DRAWINGS. BULKHEAD UP TO 6'-0" 25 GAUGE BULKHEAD UP TO 8'-0" 20 GAUGE BULKHEAD GREATER THAN 8'-0" SEE SPECIFIC DETAILS AND/OR STRUCT. DRWGS. SOFFIT UP TO 4'-0" 25 GAUGE SOFFIT UP TO 8'-0" 25 GAUGE, SEE SPECIFIC DETAILS FOR SUPPORT SOFFIT GREATER THAN 8'-0" SUSPENDED SYSTEM MUST BE USED DOOR / WINDOW HEAD AND JAMB U.N.O. 16 GA (2 STUDS AT ALL LOCATIONS) 1. ALL GYPSUM WALL BOARD TO BE 5/8" TYPE 'X' U.N.O. 2. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO COLUMN CENTER LINE, FACE OF GWB/STUD PARTITIONS, FACE OF MASONRY AND CONCRETE WALLS AND FACE OF EXISTING WALLS. 3. HOLD TOP OF PARTITION DOWN 1/2" FROM TOP RUNNER WHERE PARTITION EXTENDS TO STRUCTURE ABOVE. 4. ALL CAULK AND SEALANT SHALL BE CONTINUOUS. 5. ALL CMU WALLS AND SOUND RATED PARTITIONS SHALL EXTEND FROM FINISHED FLOOR TO WHERE THEY MAY BE SEALED, SUCH AS THE UNDERSIDE OF STRUCTURE OR DECK AND BE ENTIRELY SEALED OFF U.N.O. ALL PENETRATIONS SUCH AS PIPING, CONDUITS, DUCTS, ETC. IN SUCH SEALED OFF WALLS OR PARTITIONS SHALL IN THEMSELVES BE PACKED AND SEALED OFF ALONG THE PERIMETER OF PENETRATION. 6. ALL FIRE AND/OR SMOKE PARTITIONS SHALL EXTEND FROM FINISH FLOOR TO WHERE THEY MAY BE SEALED, SUCH AS THE UNDERSIDE OF THE STRUCTURE OR DECK, AND BE ENTIRELY SEALED OFF WITH SAFEING MATERIAL ONLY. SAFEING MATERIAL SHALL BE HELD IN PLACE WITH A FIRE STOPPING MATERIAL ON BOTH SIDES, SUCH AS GYPSUM WALL BOARD OR UL LISTED FIRE PROOFING MATERIAL AND ASSEMBLY. 7. ALL SOUND RATED (STC) WALLS OR PARTITIONS SHALL HAVE CLOSURE GASKETS AT TOP, BOTTOM, AND SIDES WHERE A SOUND LEAK WOULD OTHERWISE EXIST. 8. STRUCTURAL STUDS (20 GA. MINIMUM) SHALL BE USED WHERE ANY NON-SELF-SUPPORTING WALL HUNG FIXTURES, EQUIPMENT, OR CABINETRY OCCUR AND SHALL EXTEND FROM FLOOR TO STRUCTURE ABOVE. SEE TYPICAL SUPPORT DETAILS FOR WALL MOUNTED ITEMS. 9. ALL METAL STUD FRAMED PARTITIONS SHALL BE BRACED ABOVE FINISHED CEILINGS. BRACING SHALL BE AS FOLLOWS: ATTACH A 3 5/8" OR 6" METAL STUD HORIZONTALLY AND CONTINUOUSLY TO PARTITION 8" MAXIMUM ABOVE FINISHED CEILING. PROVIDE 3 5/8" OR 6" METAL STUD KICKERS AT 45 DEGREE ANGLE TO STRUCTURE AT 4'-0" O.C. 10. KICKERS SHALL HAVE CLIP ANGLES (14 GA MIN.) WITH TWO 1/4" ANCHORS. ALL KICKER LOCATIONS SHALL BE COORDINATED WITH ALL OTHER TRADES PERFORMING WORK ABOVE CEILING. 11. DO NOT FASTEN TOP RUNNER TO STUDS; CRIMP RUNNER ON BOTH SIDES OF STUD TO STABILIZE STUD. 12. SEE ROOM FINISH SCHEDULE FOR ADDITIONAL REQUIREMENTS FOR FINISH MATERIALS SUCH AS TILE, PANELING, ETC. WHICH ARE NOT SHOWN OR INCLUDED IN THESE PARTITION TYPES. 13. WHERE PARTITION TYPES CHANGE IN A STRAIGHT RUN, THE EXPOSED OR MOST IMPORTANT EXPOSED FINISHED FACE, AND NOT NECESSARILY THE CENTERLINE OF STUDS, SHALL ALIGN. REVIEW CASES WHICH ARE UNCLEAR WITH THE ARCHITECT PRIOR TO CONSTRUCTION OF SUCH PARTITIONS. 14. WHERE ITEMS ARE RECESSED INTO RATED PARTITIONS, PROVIDE BOXING, INSULATION, ETC. AS REQUIRED TO MAINTAIN THE FIRE RESISTANCE RATING. 15. PURSUANT TO NCSBC 603 ALL WOOD PRODUCTS SHALL BE FIRE-RETARDANT TREATED (FRT), INCLUDING BUT NOT LIMITED TO WOOD BLOCKING, CABINETRY AND MILLWORK SUBSTRATES, AND EXPOSED PLYWOOD PANELS 16. WHERE SPECIALTY WALL PANEL SYSTEMS ARE TO BE APPLIED TO PARTITIONS, SHIMMING MAY BE REQUIRED TO ENSURE A FLUSH AND PLUMB INSTALLATION. 17. ELECTRICAL AND TELECOM ROOMS: IN ADDITION TO GWB AS SCHEDULED, WRAP ENTIRE ROOM IN 3/4" VIRGIN, VOID-FREE, FIRE-RATED PLYWOOD, FROM 0'-6" AFF TO 8'-6" AFF, LAG-BOLTED TO WALLS AT METAL STUD LOCATIONS. PAINT ALL WALL SURFACES AS SCHEDULED. 18. ALL CLOSETS ARE TO RECEIVE WOOD SHELVING AND ROD U.N.O. 19. PROVIDE FR SOLID WOOD BLOCKING IN WALL AS REQUIRED FOR MOUNTING OF CABINETS, GRAB BARS, TV'S, TOILET PARTITIONS AND ACCESSORIES, ETC. SEE PLANS AND ELEVATIONS FOR LOCATIONS OF WALL- MOUNTED BUILT-INS AND EQUIPMENT. 20. USE MOISTURE RESISTANT GWB AT ALL WET AREAS. 21. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS AND INFORMATION. GC TO COORDINATE SHEATHING SIDE AND EXTENTS WITH ARCHITECTURAL AND STRUCTURAL. PLAN NORTH TRUE NORTH NN SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-101 FIRST FLOOR PLAN Project Number 11/22/24 1/8" = 1'-0"1 FLOOR PLAN 1 1 1 2025.01.31 GFO HANGAR PERMIT SET A-201 2 A-201 A-202 A-202 1 2 1 1 6 3 4 5 2 1.1 5.9 GF.9ABB.1 DC 32' - 0" 3' - 6" 25' - 0" 3' - 6" 32' - 0" EQ E Q EQ E Q GAS FIRED INFRARED HEATER CENTERED ON GRID LINE, TYPICAL HVLS CEILING FAN AS SCHEDULED- CENTERED ON GRID LINE, TYPICAL HIGH-BAY LED LIGHT FIXTURES- CENTERED ON STRUCTURAL FRAME, TYPICAL ACCENT FIXTURE ADJACENT TO EACH PRIMARY FIXTURE SEE ELECTRICAL GAS FIRED INFRARED HEATER CENTERED ON GRID LINE, TYPICAL HVLS CEILING FAN AS SCHEDULED- CENTERED ON GRID LINE, TYPICAL EXPOSED VINYL FACED REINFORCED INSULATION WITH THERMAL BLOCKS (R-30 MIN.) EXPOSED VINYL FACED REINFORCED INSULATION WITH THERMAL BLOCKS (R-30 MIN.) RAMP ILLUMINATION LIGHTS SEE BUILDING ELEVATIONS FOR LOCATIONS, COORDINATE WITH ELECTRICAL, TYPICAL EXTERIOR LIGHTS SEE BUILDING ELEVATIONS FOR LOCATIONS, COORDINATE WITH ELECTRICAL, TYPICAL SUPPLY/ EXHAUST FAN AND WALL HOUSING WITH WEATHER HOOD AND INSECT SCREEN (PAINTED), SEE ELEVATIONS FOR LOCATIONS, TYPICAL EXTENTS OF HANGAR DOOR IN OPEN POSITION EXTENTS OF HANGAR DOOR IN OPEN POSITION PAINT ALL EXPOSED STRUCTURAL AND MISC. STEEL, CONDUIT, PIPING AND MISC. ITEMS INSIDE THE HANGAR, TYPICAL HIGH-BAY LED LIGHT FIXTURES- CENTERED ON STRUCTURAL FRAME, TYPICAL ACCENT FIXTURE ADJACENT TO EACH PRIMARY FIXTURE SEE ELECTRICAL EXTERIOR LIGHTS SEE BUILDING ELEVATIONS FOR LOCATIONS, COORDINATE WITH ELECTRICAL, TYPICAL DRAFT CURTAIN E F2 A-302 1 A-302 2 A-301 1 A-301 GALVANIZED METAL ROOF ACCESS LADDER 32' - 6" 32' - 6" PRE-ENGINEERED METAL BUILDING CROSS BRACING PRE-ENGINEERED METAL BUILDING CROSS BRACING EXPOSED TO UNDERSIDE OF STRUCTURE EXPOSED TO UNDERSIDE OF STRUCTURE 9' - 0" 9' - 0"9' - 0" 9' - 0" 10' - 4" 10' - 0" CEILING PLAN LEGEND LIGHT FIXTURE HIGH-BAY LED LIGHT FIXTURE GAS-FIRED INFRARED HEATER EXHAUST/SUPPLY FAN WALL-MOUNTED LIGHT HVLS CEILING FAN GYPSUM WALL BOARD CEILING- SEE FINISH SCHEDULE APC CEILING - SEE FINISH SCHEDULE STRIP DOWNLIGHT- 48" GENERAL NOTES - CEILING 1. SEE MECHANICAL DRAWINGS FOR DIFFUSER LOCATIONS AND OTHER MECHANICAL CEILING DEVISES. 2. SEE ELECTRICAL DRAWINGS FOR LIGHTING LOCATIONS AND OTHER ELECTRICAL CEILING DEVISES. 3. ALL CEILING HEIGHTS ARE AT 10'-0" A.F.F. UNLESS NOTED OTHERWISE. 4. ALL CEILING DEVICES, INCLUDING DOWNLIGHTS, SPRINKLER HEADS, HVAC GRILLES SMALLER THAN 2x2 FEET, ARE TO BE CENTERED IN CEILING TILE UNLESS NOTED OTHERWISE. CONTRACTOR TO REVIEW ALL CONFLICTS WITH ARCHITECT PRIOR TO INSTALLATION. 5. CENTER EXIT SIGNS OVER DOORS UNLESS NOTED OTHERWISE. 6. ARCHITECT AND ENGINEER OF RECORD TO REVIEW SPRINKLER HEAD LAYOUT LOCATIONS AND SPACING ON FIRE PROTECTION SHOP DRAWINGS FOR COORDINATION WITH DESIGN AND WALL AND CEILING SYSTEMS. 7. CONTRACTOR SHALL COORDINATE WITH ALL TRADES INVOLVED, INCLUDING PREPARATION OF COORDINATION DRAWINGS, TO ENSURE CLEARANCES FOR FIXTURES, DUCTWORK, CEILINGS, ETC. AS NECESSARY TO MAINTAIN THE INDICATED FINISHED CEILING / FIXTURE MOUNTING HEIGHT. 8. DIMENSIONS ARE TO CENTER LINE OF FIXTURES U.N.O. 9. PERIMETER CEILING GRID ANGLE, WHERE IT OCCURS, SHALL BE TIGHT TO FINISHED FACE OF PARTITION SURFACES, FREE FROM CURVES, GAPS, BREAKS, AND OTHER IRREGULARITIES.. 10. SUSPENDED CEILING PANEL SIZE: NO SMALLER THAN 4 INCHES. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS PRIOR TO INSTALLATION. 11. CENTER CEILING SYSTEMS IN ROOMS BOTH DIRECTIONS UNLESS OTHERWISE NOTED. PLAN NORTH TRUE NORTH NN SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-111 FIRST FLOOR CEILING PLAN Project Number 11/22/24 1/8" = 1'-0"1 FIRST LEVEL A-201 2 A-201 A-202 A-202 1 2 1 1 6 3 4 5 2 1.1 5.9 GF.9ABB.1 DC 1" / 1'-0" 1" / 1'-0"1" / 1'-0"1" / 1'-0" 1" / 1'-0"1" / 1'-0" LIGHTNING ARREST OBSTRUCTION LIGHT EXTERIOR LIGHT AS SCHEDULED SUPPLY/EXHAUST FAN AND WALL HOUSING WITH WEATHER HOOD AND BIRD SCREEN (PAINTED), SEE ELEVATIONS FOR LOCATIONS. TYPICAL ALUM. GUTTER AND DOWNSPOUT TO STORMWATER SYSTEM GALVANIZED METAL ROOF ACCESS LADDER STANDING SEAM METAL ROOF STSTEM SNOW GUARDS HYDRAULIC HANGAR DOOR WITH PAINTED DOOR TRUSS LIGHTNING ARREST, CONTRACTOR TO COORDINATE FINAL LOCATIONS/ LAYOUT WITH DESIGN TEAM PRIOR TO INSTALLATION PRE-ENGINEERED METAL AWNING WITH TIE-BACKS ROOF ZONE 3A (601 SQ. FT.) ROOF ZONE 1A (1,958 SQ. FT.) ROOF ZONE 1B (1,958 SQ. FT.) ROOF ZONE 1C (1,958 SQ. FT.) ROOF ZONE 1D (1,958 SQ. FT.) ROOF ZONE 2A (1,958 SQ. FT.) ROOF ZONE 2B (1,958 SQ. FT.) ROOF ZONE 2C (1,958 SQ. FT.) ROOF ZONE 2D (1,958 SQ. FT.) ROOF ZONE 3B (601 SQ. FT.) ROOF ZONE 3C (601 SQ. FT.) ROOF ZONE 3D (601 SQ. FT.) DSP TO ROOF BELOW E F2 A-302 1 A-302 2 A-301 1 A-301 DSP TO STORMWATER SYSTEM DSP RO O F Z O N E 4 A (1 2 8 S Q . F T . ) RO O F Z O N E 4 B (1 7 6 S Q . F T . ) ROOF ZONE 4C (98 SQ. FT.) DSP TO STOWMWATER DSP TO ROOF BELOW DSP TO ROOF BELOW DSP TO ROOF BELOW DSP TO STORMWATER SYSTEM DSP TO STORMWATER SYSTEM DSP TO STORMWATER SYSTEM DSP TO STORMWATER SYSTEM DSP TO STOWMWATER DSP TO STOWMWATER DSP TO STOWMWATER GENERAL NOTES - ROOF PLAN 1. ROOF INSULATION SHALL MEET THE REQUIREMENTS OF SECTION 1508.1 OF THE NCSBC (2012). 2. ROOFTOP EQUIPMENT IS SHOWN FOR INTENT ONLY. SEE MECHANICAL DRAWINGS FOR SIZE, TYPE AND LOCATIONS. 3. CONTRACTOR TO PROVIDE SOUND/ VIBRATION ISOLATION BASE FOR ALL ROOFTOP EQUIPMENT. 4. SEE DETAIL 19 THIS SHEET FOR LIGHTNING ARREST MOUNTING DETAILS 5. ALL ROOF PENETRATIONS TO MATCH COLOR OF ROOF PANELS 6. CONTRACTOR TO PROVIDE SOUND/ VIBRATION ISOLATION BASE FOR ALL ROOFTOP EQUIPMENT. 7. ALL DOWNSPOUTS ARE COLLECTED INTO UNDERGROUND STORM WATER SYSTEM. SEE CIVIL DRAWINGS ROOF DRAINAGE CALCULATIONS 3C DRAINAGE AREA X DOWNSPOUT SIZE 1. PRIMARY ROOF DRAIN 4"/HR PER P1106.1 2. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. REQUIRED PROVIDED GUTTER SIZE REQUIRED PROVIDED 1,958 SQ. F.T.1A 3.75"x4.75"8"x8"1B 1C 1D 1,958 SQ. F.T.2A 8"Wx8"D (30'-0") 8"x8"2B 2C 2D 601 SQ. F.T.3A 7"Wx7"D (30'-0") 8"Wx8"D (30'-0") 4"x6" 8"x8"3B 8"Wx8"D (30'-0") 6.5"Wx6.5"D (30'-0") 3.75"x4.75" DSP- ALUM DOWNSPOUT 6.5"Wx6.5"D (30'-0") 3D (+ ROOF ABOVE 1,958 SQ. F.T.) 4C 128 SQ. F.T.4A 4B 176 SQ. F.T. 98 SQ. F.T. (+ ROOF ABOVE 2,559 SQ. F.T.) (+ ROOF ABOVE 1,280 SQ. F.T.) (+ ROOF ABOVE 1,280 SQ. F.T.) 7"Wx7"D (30'-0") 8"Wx8"D (30'-0") 4"x6" 8"x8" 7"Wx7"D (30'-0") 8"Wx8"D (30'-0") 4"x6" 8"x8" 7"Wx7"D (30'-0") 8"Wx8"D (30'-0") 4"x6" 8"x8" PLAN NORTH TRUE NORTH NN SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-121 ROOF PLAN Project Number 11/22/24 1/8" = 1'-0"1 ROOF LEVEL 1" = 1'-0"19 LIGHTNING ARREST DETAIL FIRST LEVEL 0" 1 634521.1 5.9 LOW EAVE HEIGHT 15' -8" EAVE HEIGHT 34' -11" ORIGIN POINT OF METAL PANELS ORIGIN POINT OF METAL PANEL LIGHTNING ARREST EXTERIOR METAL PRE- ENGINEERED BUILDING SYSTEM, COLOR AND METAL PANEL PROFILE TO BE SELECTED BY OWNER OBSTRUCTION LIGHT EXTERIOR LIGHT AS SCHEDULED ALUM. GUTTER AND DOWNSPOUT HYDRAULIC HANGAR DOOR WITH PAINTED TRUSS- FULLY INSULATED CAVITY WITH R-13 MIN. THRU-WALL AIR INTAKE AND FLUE PIPING FOR INFRARED HEATER, SEE ELEVATION FOR LOCATIONS, TYPICAL: COORDINATE WITH MECHANICAL STANDING SEAM METAL ROOF SYSTEM 15 ' - 8 " 1 9 ' - 3 " 2 A-301 1 A-301 EXHAUST FAN AND WALL HOUSING WITH WEATHER HOOD AND INSECT SCREEN (PAINTED) LIGHTNING ARREST 32 ' - 0 " A ADDRESS SIGNAGE- ILLUMINATED SUPPLY FAN AND WALL HOUSING WITH WEATHER HOOD AND INSECT SCREEN (PAINTED), CENTER ON WINDOW BELOW 13 ' - 0 " 7' - 4 " 5 ' - 0 " 5' - 0" 10' - 0"10' - 0" 5' - 0"5' - 0" 10' - 0"10' - 0" 5' - 0"5' - 0" 10' - 0" CCCCC 5' - 0" 5' - 0"5' - 0" 5' - 0" FIRST LEVEL 0" GF.9ABB.1 DC LOW EAVE HEIGHT 15' -8" EAVE HEIGHT 34' -11"EQ EQ EQ EQ 30 ' - 0 " EQ EQ EQEQ E F EXTERIOR LIGHT AS SCHEDULED LIGHTNING ARREST EXTERIOR METAL PRE-ENGINEERED BUILDING SYSTEM, COLOR AND METAL PANEL PROFILE TO BE SELECTED BY OWNER OBSTRUCTION LIGHT FPHB 28'-0" CLEAR HYDRAULIC HANGAR DOOR WITH PAINTED TRUSS- FULLY INSULATED CAVITY WITH R-13 MIN. ORIGIN POINT OF METAL PANELS ORIGIN POINT OF METAL PANELS 19 ' - 3 " 1 5 ' - 8 " 2 A-302 1 A-302 1" / 1'-0"1" / 1'-0" 1" / 1'-0" B GALVANIZED METAL ROOF ACCESS LADDER ALUM. GUTTER AND DOWNSPOUT TO STORMWATER SYSTEMALUM. GUTTER AND DOWNSPOUT ADDRESS SIGNAGE- ILLUMINATED HYDRAULIC HAGAR DOOR- OWNER PREFERRED ALTERNATE ALT-03 SHOWN, SEE SPECIFICATIONS GENERAL NOTES - ELEVATIONS 2. METAL WALL PANEL RIB LOCATIONS ARE INTENTIONAL. SEE ELEVATIONS FOR SPRING POINT(S) OF PANEL RHYTHM. 1. ALL EXTERIOR DEVICES ARE SHOWN WITH THE INTENT OF CENTERING ON METAL WALL PANEL RIBS. CONTRACTOR TO COORDINATE/ CONFIRM ALL EXTERIOR OPENING, DEVICES, PENETRATIONS, ETC. LOCATIONS WITH DESIGN TEAM PRIOR TO INSTALLATION. SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-201 BUILDING ELEVATIONS Project Number 11/22/24 1/8" = 1'-0"2 BUILDING ELEVATION - EAST 1/8" = 1'-0"1 BUILDING ELEVATION - SOUTH 1 1 1 2025.01.31 GFO HANGAR PERMIT SET FIRST LEVEL 0" G F.9 ABB.1DC LOW EAVE HEIGHT 15' -8" EAVE HEIGHT 34' -11" 13 ' - 0 " C OF DOOR IS C OF LIGHT FIXTUREL L EXTERIOR LIGHT AS SCHEDULED LIGHTNING ARREST EXTERIOR METAL PRE-ENGINEERED BUILDING SYSTEM, COLOR AND METAL PANEL PROFILE TO BE SELECTED BY OWNER OVERHEAD COILING DOOR AS SCHEDULED OBSTRUCTION LIGHT FPHB GALVANIZED METAL ROOF ACCESS LADDER ALUM. DOWNSPOUT TO STORMWATER SYSTEM ALUM. GUTTER AND DOWNSPOUT EF ORIGIN POINT OF METAL PANELS ORIGIN POINT OF METAL PANELS 25' - 0"25' - 0"25' - 0"25' - 0" 15 ' - 8 " 1 9 ' - 3 " 2 A-302 1 A-302 1" / 1'-0"1" / 1'-0" 30 ' - 0 " ALUM. GUTTER AND DOWNSPOUT ADDRESS SIGNAGE- ILLUMINATED C OF DOOR IS C OF LIGHT FIXTUREL L EXHAUST FAN AND WALL HOUSING WITH WEATHER HOOD AND INSECT SCREEN (PAINTED) SUPPLY FAN AND WALL HOUSING WITH WEATHER HOOD AND INSECT SCREEN (PAINTED), SEE ELEVATIONS FOR LOCATIONS, TYPICAL 7' - 4 " 5 ' - 0 " 10' - 0"5' - 0"5' - 0"10' - 0"10' - 0"5' - 0"5' - 0"10' - 0"5' - 0" 10' - 0" C C C C C FIRST LEVEL 0" 1634521.15.9 LOW EAVE HEIGHT 15' -8" EAVE HEIGHT 34' -11" 13 ' - 0 " ORIGIN POINT OF METAL PANELS ORIGIN POINT OF METAL PANELS 15 ' - 8 " 1 9 ' - 3 " 2 A-301 1 A-301 LIGHTNING ARREST EXTERIOR METAL PRE-ENGINEERED BUILDING SYSTEM, COLOR AND METAL PANEL PROFILE TO BE SELECTED BY OWNER OBSTRUCTION LIGHT EXTERIOR LIGHT AS SCHEDULED ALUM. DOWNSPOUT TO STORMWATER SYSTEM ALUM. GUTTER HYDRAULIC HANGAR DOOR WITH PAINTED TRUSS- FULLY INSULATED CAVITY WITH R-13 MIN. THRU-WALL AIR INTAKE AND FLUE PIPING FOR INFRARED HEATER, SEE ELEVATION FOR LOCATIONS, TYPICAL: COORDINATE WITH MECHANICAL STANDING SEAM METAL ROOF SYSTEM GALVANIZED METAL ROOF ACCESS LADDER CANOPY BEYOND ADDRESS SIGNAGE- ILLUMINATED EXHAUST FAN AND WALL HOUSING WITH WEATHER HOOD AND INSECT SCREEN (PAINTED) SUPPLY FAN AND WALL HOUSING WITH WEATHER HOOD AND INSECT SCREEN (PAINTED), CENTERED ON WINDOW BELOW 2' - 6" 10' - 0" 10' - 0" 2' - 6"2' - 6" 10' - 0" 7' - 4 " 5 ' - 0 " 10' - 0" 2' - 6"10' - 0" 2' - 6" C C C C C 5' - 0" 5' - 0"5' - 0" 5' - 0" GENERAL NOTES - ELEVATIONS 2. METAL WALL PANEL RIB LOCATIONS ARE INTENTIONAL. SEE ELEVATIONS FOR SPRING POINT(S) OF PANEL RHYTHM. 1. ALL EXTERIOR DEVICES ARE SHOWN WITH THE INTENT OF CENTERING ON METAL WALL PANEL RIBS. CONTRACTOR TO COORDINATE/ CONFIRM ALL EXTERIOR OPENING, DEVICES, PENETRATIONS, ETC. LOCATIONS WITH DESIGN TEAM PRIOR TO INSTALLATION. SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-202 BUILDING ELEVATIONS Project Number 11/22/24 1/8" = 1'-0"1 BUILDING ELEVATION - NORTH 1/8" = 1'-0"2 BUILDING ELEVATION - WEST 1 1 1 2025.01.31 GFO HANGAR PERMIT SET FIRST LEVEL 0" G F.9 ABB.1DC LOW EAVE HEIGHT 15' -8" EAVE HEIGHT 34' -11" EF 2 A-302 1 A-302 GAS FIRED INFRARED HEATER CENTERED ON GRID LINE, TYPICAL EXPOSED VINYL FACED REINFORCED INSULATION WITH THERMAL BLOCKS (R-30 MIN.) PAINT ALL EXPOSED STRUCTURAL AND MISC. STEEL, CONDUIT, PIPING AND MISC. ITEMS INSIDE THE HANGAR, TYPICAL HIGH-BAY LED LIGHT FIXTURES- CENTERED ON STRUCTURAL FRAME, TYPICAL ACCENT FIXTURE ADJACENT TO EACH PRIMARY FIXTURE SEE ELECTRICAL DRAFT CURTAIN 15 ' - 8 " 1 9 ' - 3 " LIGHTNING ARREST OBSTRUCTION LIGHT 28'-0" CLEAR HYDRAULIC HANGAR DOOR WITH PAINTED TRUSS- FULLY INSULATED CAVITY WITH R-13 MIN. ALUM. GUTTER AND DOWNSPOUT TO SPLASHBLOCK 10'-0" LINER PANEL A-311 3 A-311 4 FIRST LEVEL 0" GF.9ABB.1 DC LOW EAVE HEIGHT 15' -8" EAVE HEIGHT 34' -11" E F 2 A-302 1 A-302 GAS FIRED INFRARED HEATER CENTERED ON GRID LINE, TYPICAL HVLS CEILING FAN AS SCHEDULED- CENTERED ON GRID LINE, TYPICAL EXPOSED VINYL FACED REINFORCED INSULATION WITH THERMAL BLOCKS (R-30 MIN.) SUPPLY/ EXHAUST FAN AND WALL HOUSING WITH WEATHER HOOD AND INSECT SCREEN (PAINTED), SEE ELEVATIONS FOR LOCATIONS, TYPICAL PAINT ALL EXPOSED STRUCTURAL AND MISC. STEEL, CONDUIT, PIPING AND MISC. ITEMS INSIDE THE HANGAR, TYPICAL HIGH-BAY LED LIGHT FIXTURES- CENTERED ON STRUCTURAL FRAME, TYPICAL ACCENT FIXTURE ADJACENT TO EACH PRIMARY FIXTURE SEE ELECTRICAL DRAFT CURTAIN GALVANIZED METAL ROOF ACCESS LADDER PRE-ENGINEERED METAL BUILDING CROSS BRACING LIGHTNING ARREST OBSTRUCTION LIGHT ALUM. GUTTER AND DOWNSPOUT TO SPLASHBLOCK 10'-0" LINER PANEL PRE-ENGINEERED METAL BUILDING CROSS BRACING A-311 3 Sim A-311 4 Sim SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-301 BUILDING SECTIONS Project Number 11/22/24 1/8" = 1'-0"2 LONGITUDINAL SECTION 1/8" = 1'-0"1 LONGITUDINAL SECTION 2 FIRST LEVEL 0" 1 634521.1 5.9 LOW EAVE HEIGHT 15' -8" EAVE HEIGHT 34' -11" 30 ' - 0 " T Y P I C A L 2 A-301 1 A-301 PRE-ENGINEERED METAL BUILDING CROSS BRACING PRE-ENGINEERED METAL BUILDING CROSS BRACING GAS FIRED INFRARED HEATER CENTERED ON GRID LINE, TYPICAL HVLS CEILING FAN AS SCHEDULED- CENTERED ON GRID LINE, TYPICAL EXPOSED VINYL FACED REINFORCED INSULATION WITH THERMAL BLOCKS (R-30 MIN.) SUPPLY/ EXHAUST FAN AND WALL HOUSING WITH WEATHER HOOD AND INSECT SCREEN (PAINTED), SEE ELEVATIONS FOR LOCATIONS, TYPICAL PAINT ALL EXPOSED STRUCTURAL AND MISC. STEEL, CONDUIT, PIPING AND MISC. ITEMS INSIDE THE HANGAR, TYPICAL HIGH-BAY LED LIGHT FIXTURES- CENTERED ON STRUCTURAL FRAME, TYPICAL ACCENT FIXTURE ADJACENT TO EACH PRIMARY FIXTURE SEE ELECTRICAL LIGHTNING ARREST OBSTRUCTION LIGHT 10'-0" LINER PANEL 28'-0" CLEAR HYDRAULIC HANGAR DOOR WITH PAINTED TRUSS- FULLY INSULATED CAVITY WITH R-13 MIN. FIRST LEVEL 0" 1634521.15.9 LOW EAVE HEIGHT 15' -8" EAVE HEIGHT 34' -11" 2 A-301 1 A-301 PRE-ENGINEERED METAL BUILDING CROSS BRACING PRE-ENGINEERED METAL BUILDING CROSS BRACING GAS FIRED INFRARED HEATER CENTERED ON GRID LINE, TYPICAL HVLS CEILING FAN AS SCHEDULED- CENTERED ON GRID LINE, TYPICAL EXPOSED VINYL FACED REINFORCED INSULATION WITH THERMAL BLOCKS (R-30 MIN.) SUPPLY/ EXHAUST FAN AND WALL HOUSING WITH WEATHER HOOD AND INSECT SCREEN (PAINTED), SEE ELEVATIONS FOR LOCATIONS, TYPICAL PAINT ALL EXPOSED STRUCTURAL AND MISC. STEEL, CONDUIT, PIPING AND MISC. ITEMS INSIDE THE HANGAR, TYPICAL HIGH-BAY LED LIGHT FIXTURES- CENTERED ON STRUCTURAL FRAME, TYPICAL ACCENT FIXTURE ADJACENT TO EACH PRIMARY FIXTURE SEE ELECTRICAL LIGHTNING ARREST OBSTRUCTION LIGHT 10'-0" LINER PANEL 28'-0" CLEAR HYDRAULIC HANGAR DOOR WITH PAINTED TRUSS- FULLY INSULATED CAVITY WITH R-13 MIN. SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-302 BUILDING SECTIONS Project Number 11/22/24 1/8" = 1'-0"2 TRAVERSE SECTION 1 1/8" = 1'-0"1 TRAVERSE SECTION 2 1 1 2025.01.31 GFO HANGAR PERMIT SET FIRST LEVEL 0" G F.9 LOW EAVE HEIGHT 15' -8" EAVE HEIGHT 34' -11" 15 ' - 8 " 1 9 ' - 3 " R-30 MIN. REINFORCED VINYL FACED ROOF INSULATION WITH THERMAL BLOCKS, TYPICAL STANDING SEAM METAL ROOF SYSTEM BY PRE-ENGINEERED BUILDING MANUFACTURER, COLOR TO BE SELECTED BY OWNERFLASHING PROVIDED BY PRE-ENGINEERED BUILDING MANUFACTURER EXTERIOR METAL PRE- ENGINEERED BUILDING SYSTEM, COLOR AND METAL PANEL PROFILE TO BE SELECTED STRUCTURAL STEEL FRAMING BY PRE- ENGINEERED BUILDING MANUFACTURER R-19 MIN. REINFORCED VINYL FACED WALL INSULATION WITH THERMAL TAPE, TYPICAL CAST IN PLACE REINFORCED CONCRETE FOUNDATION, SEE STRUCTURAL REINFORCED SLAB ON GRADE OVER VAPOR BARRIER, SEE STRUCTURAL SUB-GRADE BASE COURSE PAINT ALL EXPOSED STRUCTURAL AND MISCELLANEOUS STEEL, CONDUIT, PIPING, DEVICE HANGING BRACKETS/ UNISTRUT, AND MISCELLANEOUS ITEMS INSIDE HANGAR, TYPICAL FIRST LEVEL 0" ABB.1 LOW EAVE HEIGHT 15' -8" EAVE HEIGHT 34' -11" 15 ' - 8 " 1 9 ' - 3 " R-30 MIN. REINFORCED VINYL FACED ROOF INSULATION WITH THERMAL BLOCKS, TYPICAL STANDING SEAM METAL ROOF SYSTEM BY PRE-ENGINEERED BUILDING MANUFACTURER, COLOR TO BE SELECTED BY OWNER FLASHING PROVIDED BY PRE-ENGINEERED BUILDING MANUFACTURER ALUM. GUTTER EXTERIOR METAL PRE-ENGINEERED BUILDING SYSTEM, COLOR AND METAL PANEL PROFILE TO BE SELECTED STRUCTURAL STEEL FRAMING BY PRE- ENGINEERED BUILDING MANUFACTURER R-19 MIN. REINFORCED VINYL FACED WALL INSULATION WITH THERMAL TAPE, TYPICAL R-30 MIN. REINFORCED VINYL FACED ROOF INSULATION WITH THERMAL BLOCKS, TYPICAL STANDING SEAM METAL ROOF SYSTEM BY PRE-ENGINEERED BUILDING MANUFACTURER, COLOR TO BE SELECTED BY OWNER FLASHING /RAKE PROVIDED BY PRE- ENGINEERED BUILDING MANUFACTURER CAST IN PLACE REINFORCED CONCRETE FOUNDATION, SEE STRUCTURAL REINFORCED SLAB ON GRADE OVER VAPOR BARRIER, SEE STRUCTURAL SUB-GRADE BASE COURSE PAINT ALL EXPOSED STRUCTURAL AND MISCELLANEOUS STEEL, CONDUIT, PIPING, DEVICE HANGING BRACKETS/ UNISTRUT, AND MISCELLANEOUS ITEMS INSIDE HANGAR, TYPICAL FLASHING PROVIDED BY PRE-ENGINEERED BUILDING MANUFACTURER SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-311 WALL SECTIONS Project Number 11/22/24 1/2" = 1'-0"3 WALL SECTION 1 1/2" = 1'-0"4 WALL SECTION 2 GENERAL NOTES - FLOOR PLAN 3. UNLESS NOTED OTHERWISE ALL INTERIOR DIMENSIONS ARE TO COLUMN CENTER LINE OR FACE OF GWB/STUD PARTITIONS. 4. SEE ENLARGED PLANS FOR PARTITION TAGS NOT IDENTIFIED ON THIS SHEET. 5. SEE SHEET G-003 FOR PARTITION TYPES AND ASSOCIATED PARTITION ITEMS.. 6. EDGE OF SLAB AT BUILDING PERIMETER TO ALIGN WITH OUTSIDE FACE OF STUD/ CMU U.N.O. 7. SEE STRUCTURAL DRAWINGS FOR ALL E.O.S. DETAILS AND CONDITIONS. 8. PROVIDE FR BLOCKING AS REQUIRED AT LOCATIONS WITH WALL-MOUNTED EQUIPMENT. (TVs, MONITORS, CASEWORK, ETC.) 1. GENERAL CONTRACTOR TO COORDINATE ALL WORK TO INSURE SYSTEM INTEGRITY IS MAINTAINED FOR STRUCTURAL, FIRE PROTECTION AND BUILDING SECURITY. PLUMBING, MECHANICAL, ELECTRICAL AND COMMUNICATIONS/ DATA SERVICES ARE TO BE MAINTAINED IN OCCUPIED AREAS OF THE BUILDING THROUGHOUT THE CONSTRUCTION PROCESS. INTERRUPTION OF THESE SERVICES WILL REQUIRED PRIOR NOTIFICATION AND COORDINATION WITH OWNER. 2. CONFIRM WITH OWNER IF PROTECTIVE BARRIERS ARE REQUIRED TO SEPARATE CONSTRUCTION ACTIVITIES FROM OWNER OPERATIONS. IF REQUIRED THEN PROTECTIVE BARRIERS ARE TO BE INSTALLED PRIOR TO CONSTRUCTION. SUBMIT FOR THE OWNERS APPROVAL A BARRIER DIAGRAM NOTING PROPOSED BARRIER LOCATION(S). PARTITION NOTES METAL STUD GAUGES. NOTE: U.L. AND STRUCTURAL REQUIREMENTS TAKE PRECEDENCE OVER THE ABOVE SPECIFICATIONS. LOCATION LENGTH GAUGE PARTITION UP TO 8'-0" 20 GAUGE PARTITION UP TO 10'-0" 18 GAUGE PARTITION UP TO 12'-0" 16 GAUGE PARTITION GREATER THAN 12'-0" SEE STRUCTURAL DRAWINGS. BULKHEAD UP TO 6'-0" 25 GAUGE BULKHEAD UP TO 8'-0" 20 GAUGE BULKHEAD GREATER THAN 8'-0" SEE SPECIFIC DETAILS AND/OR STRUCT. DRWGS. SOFFIT UP TO 4'-0" 25 GAUGE SOFFIT UP TO 8'-0" 25 GAUGE, SEE SPECIFIC DETAILS FOR SUPPORT SOFFIT GREATER THAN 8'-0" SUSPENDED SYSTEM MUST BE USED DOOR / WINDOW HEAD AND JAMB U.N.O. 16 GA (2 STUDS AT ALL LOCATIONS) 1. ALL GYPSUM WALL BOARD TO BE 5/8" TYPE 'X' U.N.O. 2. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO COLUMN CENTER LINE, FACE OF GWB/STUD PARTITIONS, FACE OF MASONRY AND CONCRETE WALLS AND FACE OF EXISTING WALLS. 3. HOLD TOP OF PARTITION DOWN 1/2" FROM TOP RUNNER WHERE PARTITION EXTENDS TO STRUCTURE ABOVE. 4. ALL CAULK AND SEALANT SHALL BE CONTINUOUS. 5. ALL CMU WALLS AND SOUND RATED PARTITIONS SHALL EXTEND FROM FINISHED FLOOR TO WHERE THEY MAY BE SEALED, SUCH AS THE UNDERSIDE OF STRUCTURE OR DECK AND BE ENTIRELY SEALED OFF U.N.O. ALL PENETRATIONS SUCH AS PIPING, CONDUITS, DUCTS, ETC. IN SUCH SEALED OFF WALLS OR PARTITIONS SHALL IN THEMSELVES BE PACKED AND SEALED OFF ALONG THE PERIMETER OF PENETRATION. 6. ALL FIRE AND/OR SMOKE PARTITIONS SHALL EXTEND FROM FINISH FLOOR TO WHERE THEY MAY BE SEALED, SUCH AS THE UNDERSIDE OF THE STRUCTURE OR DECK, AND BE ENTIRELY SEALED OFF WITH SAFEING MATERIAL ONLY. SAFEING MATERIAL SHALL BE HELD IN PLACE WITH A FIRE STOPPING MATERIAL ON BOTH SIDES, SUCH AS GYPSUM WALL BOARD OR UL LISTED FIRE PROOFING MATERIAL AND ASSEMBLY. 7. ALL SOUND RATED (STC) WALLS OR PARTITIONS SHALL HAVE CLOSURE GASKETS AT TOP, BOTTOM, AND SIDES WHERE A SOUND LEAK WOULD OTHERWISE EXIST. 8. STRUCTURAL STUDS (20 GA. MINIMUM) SHALL BE USED WHERE ANY NON-SELF-SUPPORTING WALL HUNG FIXTURES, EQUIPMENT, OR CABINETRY OCCUR AND SHALL EXTEND FROM FLOOR TO STRUCTURE ABOVE. SEE TYPICAL SUPPORT DETAILS FOR WALL MOUNTED ITEMS. 9. ALL METAL STUD FRAMED PARTITIONS SHALL BE BRACED ABOVE FINISHED CEILINGS. BRACING SHALL BE AS FOLLOWS: ATTACH A 3 5/8" OR 6" METAL STUD HORIZONTALLY AND CONTINUOUSLY TO PARTITION 8" MAXIMUM ABOVE FINISHED CEILING. PROVIDE 3 5/8" OR 6" METAL STUD KICKERS AT 45 DEGREE ANGLE TO STRUCTURE AT 4'-0" O.C. 10. KICKERS SHALL HAVE CLIP ANGLES (14 GA MIN.) WITH TWO 1/4" ANCHORS. ALL KICKER LOCATIONS SHALL BE COORDINATED WITH ALL OTHER TRADES PERFORMING WORK ABOVE CEILING. 11. DO NOT FASTEN TOP RUNNER TO STUDS; CRIMP RUNNER ON BOTH SIDES OF STUD TO STABILIZE STUD. 12. SEE ROOM FINISH SCHEDULE FOR ADDITIONAL REQUIREMENTS FOR FINISH MATERIALS SUCH AS TILE, PANELING, ETC. WHICH ARE NOT SHOWN OR INCLUDED IN THESE PARTITION TYPES. 13. WHERE PARTITION TYPES CHANGE IN A STRAIGHT RUN, THE EXPOSED OR MOST IMPORTANT EXPOSED FINISHED FACE, AND NOT NECESSARILY THE CENTERLINE OF STUDS, SHALL ALIGN. REVIEW CASES WHICH ARE UNCLEAR WITH THE ARCHITECT PRIOR TO CONSTRUCTION OF SUCH PARTITIONS. 14. WHERE ITEMS ARE RECESSED INTO RATED PARTITIONS, PROVIDE BOXING, INSULATION, ETC. AS REQUIRED TO MAINTAIN THE FIRE RESISTANCE RATING. 15. PURSUANT TO NCSBC 603 ALL WOOD PRODUCTS SHALL BE FIRE-RETARDANT TREATED (FRT), INCLUDING BUT NOT LIMITED TO WOOD BLOCKING, CABINETRY AND MILLWORK SUBSTRATES, AND EXPOSED PLYWOOD PANELS 16. WHERE SPECIALTY WALL PANEL SYSTEMS ARE TO BE APPLIED TO PARTITIONS, SHIMMING MAY BE REQUIRED TO ENSURE A FLUSH AND PLUMB INSTALLATION. 17. ELECTRICAL AND TELECOM ROOMS: IN ADDITION TO GWB AS SCHEDULED, WRAP ENTIRE ROOM IN 3/4" VIRGIN, VOID-FREE, FIRE-RATED PLYWOOD, FROM 0'-6" AFF TO 8'-6" AFF, LAG-BOLTED TO WALLS AT METAL STUD LOCATIONS. PAINT ALL WALL SURFACES AS SCHEDULED. 18. ALL CLOSETS ARE TO RECEIVE WOOD SHELVING AND ROD U.N.O. 19. PROVIDE FR SOLID WOOD BLOCKING IN WALL AS REQUIRED FOR MOUNTING OF CABINETS, GRAB BARS, TV'S, TOILET PARTITIONS AND ACCESSORIES, ETC. SEE PLANS AND ELEVATIONS FOR LOCATIONS OF WALL- MOUNTED BUILT-INS AND EQUIPMENT. 20. USE MOISTURE RESISTANT GWB AT ALL WET AREAS. 21. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS AND INFORMATION. GC TO COORDINATE SHEATHING SIDE AND EXTENTS WITH ARCHITECTURAL AND STRUCTURAL. 6 4 5 5.9 A B B.1 2 A-301 2' - 4" 5' - 0" 5' - 0" 5' - 1" 3' - 1" 2' - 4 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 1 " 6" 8" 20' - 0" 8" 4' - 5 1 / 2 " 6 ' - 1 " 3' - 4 " 5 ' - 4 " OFFICE 105 CONFERENCE 106 OPEN OFFICE 103 ENTRY/ LOBBY 101 D1a D1a D1a D4a C4a D1a D4a D4a C4a D1a C4a D1a C4a D4a E1aE3a D4a D4a A-412 18 19 20 17 A-412 13 14 15 12 A-4127 10 9 8 A-412 5 4 3 2 CORR 102 A-412 2423 6" 8" 8 " 2 1 ' - 2 " 2 5 ' - 0 " 13 ' - 0 1 / 4 " 9 ' - 1 1 3 / 4 " 2 4 ' - 0 " 5' - 0" 16 ' - 8 1 / 4 " 4' - 0"1' - 4" 1' - 8 1/4"1' - 8 1/4"5' - 0" 6" 1 3 2 1.1 A B B.1 1 A-301 ELEC/ IT 114 PARTS STORAGE 116 A-402 3 RISER 115 RESTROOM 107 RESTROOM 108 JAN 109 CLOSET 112 CORR 110 BREAK 111 UTILITY SINK EYE WASH STATION ICE MAKER REFRIGERATOR PFE WFE E1a D4a D1a D1a D3a D1e D4a C4a C4a D4a D4a D4a C4a D1a D1a A-41227 29 30 28 2 HOUR RATED ROOM CONTAINING ERCCS EQUIPMENT- SEE ELECTRICAL 8" 8 " 2 1 ' - 2 " 2 5 ' - 0 " 8 ' - 9 3 / 4 " 10 7 / 8 " 6' - 7 " 1 9 ' - 4 3 / 4 " 6' - 3 1/4" 1' - 1 1 " FD 3' - 9 3/4" 4' - 0" 8' - 9 3 / 4 " 8 1 / 4 " AIR COMPRESSOR PLAN NORTH TRUE NORTH NN SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-401 ENLARGED PLANS Project Number 11/22/24 1/4" = 1'-0"3 ENLARGED OFFICE PLAN 1 1/4" = 1'-0"4 ENLARGED OFFICE PLAN 2 GENERAL NOTES - FLOOR PLAN 3. UNLESS NOTED OTHERWISE ALL INTERIOR DIMENSIONS ARE TO COLUMN CENTER LINE OR FACE OF GWB/STUD PARTITIONS. 4. SEE ENLARGED PLANS FOR PARTITION TAGS NOT IDENTIFIED ON THIS SHEET. 5. SEE SHEET G-003 FOR PARTITION TYPES AND ASSOCIATED PARTITION ITEMS.. 6. EDGE OF SLAB AT BUILDING PERIMETER TO ALIGN WITH OUTSIDE FACE OF STUD/ CMU U.N.O. 7. SEE STRUCTURAL DRAWINGS FOR ALL E.O.S. DETAILS AND CONDITIONS. 8. PROVIDE FR BLOCKING AS REQUIRED AT LOCATIONS WITH WALL-MOUNTED EQUIPMENT. (TVs, MONITORS, CASEWORK, ETC.) 1. GENERAL CONTRACTOR TO COORDINATE ALL WORK TO INSURE SYSTEM INTEGRITY IS MAINTAINED FOR STRUCTURAL, FIRE PROTECTION AND BUILDING SECURITY. PLUMBING, MECHANICAL, ELECTRICAL AND COMMUNICATIONS/ DATA SERVICES ARE TO BE MAINTAINED IN OCCUPIED AREAS OF THE BUILDING THROUGHOUT THE CONSTRUCTION PROCESS. INTERRUPTION OF THESE SERVICES WILL REQUIRED PRIOR NOTIFICATION AND COORDINATION WITH OWNER. 2. CONFIRM WITH OWNER IF PROTECTIVE BARRIERS ARE REQUIRED TO SEPARATE CONSTRUCTION ACTIVITIES FROM OWNER OPERATIONS. IF REQUIRED THEN PROTECTIVE BARRIERS ARE TO BE INSTALLED PRIOR TO CONSTRUCTION. SUBMIT FOR THE OWNERS APPROVAL A BARRIER DIAGRAM NOTING PROPOSED BARRIER LOCATION(S). PARTITION NOTES METAL STUD GAUGES. NOTE: U.L. AND STRUCTURAL REQUIREMENTS TAKE PRECEDENCE OVER THE ABOVE SPECIFICATIONS. LOCATION LENGTH GAUGE PARTITION UP TO 8'-0" 20 GAUGE PARTITION UP TO 10'-0" 18 GAUGE PARTITION UP TO 12'-0" 16 GAUGE PARTITION GREATER THAN 12'-0" SEE STRUCTURAL DRAWINGS. BULKHEAD UP TO 6'-0" 25 GAUGE BULKHEAD UP TO 8'-0" 20 GAUGE BULKHEAD GREATER THAN 8'-0" SEE SPECIFIC DETAILS AND/OR STRUCT. DRWGS. SOFFIT UP TO 4'-0" 25 GAUGE SOFFIT UP TO 8'-0" 25 GAUGE, SEE SPECIFIC DETAILS FOR SUPPORT SOFFIT GREATER THAN 8'-0" SUSPENDED SYSTEM MUST BE USED DOOR / WINDOW HEAD AND JAMB U.N.O. 16 GA (2 STUDS AT ALL LOCATIONS) 1. ALL GYPSUM WALL BOARD TO BE 5/8" TYPE 'X' U.N.O. 2. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO COLUMN CENTER LINE, FACE OF GWB/STUD PARTITIONS, FACE OF MASONRY AND CONCRETE WALLS AND FACE OF EXISTING WALLS. 3. HOLD TOP OF PARTITION DOWN 1/2" FROM TOP RUNNER WHERE PARTITION EXTENDS TO STRUCTURE ABOVE. 4. ALL CAULK AND SEALANT SHALL BE CONTINUOUS. 5. ALL CMU WALLS AND SOUND RATED PARTITIONS SHALL EXTEND FROM FINISHED FLOOR TO WHERE THEY MAY BE SEALED, SUCH AS THE UNDERSIDE OF STRUCTURE OR DECK AND BE ENTIRELY SEALED OFF U.N.O. ALL PENETRATIONS SUCH AS PIPING, CONDUITS, DUCTS, ETC. IN SUCH SEALED OFF WALLS OR PARTITIONS SHALL IN THEMSELVES BE PACKED AND SEALED OFF ALONG THE PERIMETER OF PENETRATION. 6. ALL FIRE AND/OR SMOKE PARTITIONS SHALL EXTEND FROM FINISH FLOOR TO WHERE THEY MAY BE SEALED, SUCH AS THE UNDERSIDE OF THE STRUCTURE OR DECK, AND BE ENTIRELY SEALED OFF WITH SAFEING MATERIAL ONLY. SAFEING MATERIAL SHALL BE HELD IN PLACE WITH A FIRE STOPPING MATERIAL ON BOTH SIDES, SUCH AS GYPSUM WALL BOARD OR UL LISTED FIRE PROOFING MATERIAL AND ASSEMBLY. 7. ALL SOUND RATED (STC) WALLS OR PARTITIONS SHALL HAVE CLOSURE GASKETS AT TOP, BOTTOM, AND SIDES WHERE A SOUND LEAK WOULD OTHERWISE EXIST. 8. STRUCTURAL STUDS (20 GA. MINIMUM) SHALL BE USED WHERE ANY NON-SELF-SUPPORTING WALL HUNG FIXTURES, EQUIPMENT, OR CABINETRY OCCUR AND SHALL EXTEND FROM FLOOR TO STRUCTURE ABOVE. SEE TYPICAL SUPPORT DETAILS FOR WALL MOUNTED ITEMS. 9. ALL METAL STUD FRAMED PARTITIONS SHALL BE BRACED ABOVE FINISHED CEILINGS. BRACING SHALL BE AS FOLLOWS: ATTACH A 3 5/8" OR 6" METAL STUD HORIZONTALLY AND CONTINUOUSLY TO PARTITION 8" MAXIMUM ABOVE FINISHED CEILING. PROVIDE 3 5/8" OR 6" METAL STUD KICKERS AT 45 DEGREE ANGLE TO STRUCTURE AT 4'-0" O.C. 10. KICKERS SHALL HAVE CLIP ANGLES (14 GA MIN.) WITH TWO 1/4" ANCHORS. ALL KICKER LOCATIONS SHALL BE COORDINATED WITH ALL OTHER TRADES PERFORMING WORK ABOVE CEILING. 11. DO NOT FASTEN TOP RUNNER TO STUDS; CRIMP RUNNER ON BOTH SIDES OF STUD TO STABILIZE STUD. 12. SEE ROOM FINISH SCHEDULE FOR ADDITIONAL REQUIREMENTS FOR FINISH MATERIALS SUCH AS TILE, PANELING, ETC. WHICH ARE NOT SHOWN OR INCLUDED IN THESE PARTITION TYPES. 13. WHERE PARTITION TYPES CHANGE IN A STRAIGHT RUN, THE EXPOSED OR MOST IMPORTANT EXPOSED FINISHED FACE, AND NOT NECESSARILY THE CENTERLINE OF STUDS, SHALL ALIGN. REVIEW CASES WHICH ARE UNCLEAR WITH THE ARCHITECT PRIOR TO CONSTRUCTION OF SUCH PARTITIONS. 14. WHERE ITEMS ARE RECESSED INTO RATED PARTITIONS, PROVIDE BOXING, INSULATION, ETC. AS REQUIRED TO MAINTAIN THE FIRE RESISTANCE RATING. 15. PURSUANT TO NCSBC 603 ALL WOOD PRODUCTS SHALL BE FIRE-RETARDANT TREATED (FRT), INCLUDING BUT NOT LIMITED TO WOOD BLOCKING, CABINETRY AND MILLWORK SUBSTRATES, AND EXPOSED PLYWOOD PANELS 16. WHERE SPECIALTY WALL PANEL SYSTEMS ARE TO BE APPLIED TO PARTITIONS, SHIMMING MAY BE REQUIRED TO ENSURE A FLUSH AND PLUMB INSTALLATION. 17. ELECTRICAL AND TELECOM ROOMS: IN ADDITION TO GWB AS SCHEDULED, WRAP ENTIRE ROOM IN 3/4" VIRGIN, VOID-FREE, FIRE-RATED PLYWOOD, FROM 0'-6" AFF TO 8'-6" AFF, LAG-BOLTED TO WALLS AT METAL STUD LOCATIONS. PAINT ALL WALL SURFACES AS SCHEDULED. 18. ALL CLOSETS ARE TO RECEIVE WOOD SHELVING AND ROD U.N.O. 19. PROVIDE FR SOLID WOOD BLOCKING IN WALL AS REQUIRED FOR MOUNTING OF CABINETS, GRAB BARS, TV'S, TOILET PARTITIONS AND ACCESSORIES, ETC. SEE PLANS AND ELEVATIONS FOR LOCATIONS OF WALL- MOUNTED BUILT-INS AND EQUIPMENT. 20. USE MOISTURE RESISTANT GWB AT ALL WET AREAS. 21. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS AND INFORMATION. GC TO COORDINATE SHEATHING SIDE AND EXTENTS WITH ARCHITECTURAL AND STRUCTURAL. TOILET ACCESSORY LEGEND AND NOTES SYMBOL DESCRIPTION MODEL TA-1 TA-2 TA-3 TA-4 18" GRAB BAR 36" GRAB BAR 42" GRAB BAR BOBRICK B-5806.99X18 BOBRICK B-5806.99X36 BOBRICK B-5806.99X42 SURFACE-MOUNTED HAND SOAP DISPENSER TA-5 WASTE RECEPTACLE BOBRICK B-2111 BOBRICK B-279 TA-6 24" X 48" SIDE EDGE LIGHTED MIRROR- SEE ELECTRICAL MATRIX MIRRORS- L4 (2700K) TA-7 PAPER TOWEL DISPENSER TA-8 SURFACE-MOUNTED TOILET TISSUE DISPENSER TA-9 SURFACE-MOUNTED SANITARY NAPKIN DISPOSAL BOBRICK B-262 BOBRICK B-2890 BOBRICK B-254 TA-10 SURFACE-MOUNTED CLOTHES HOOK INSULATED TAIL PIECE AND HOT WATER PIPE (CLASS C RATING)TA-11 BOBRICK B-5806.99X18 SEMI RECESSED PAPER TOWEL DISPENSER/ DISPOSALTA-12 BOBRICK B-38032 SANITARY NAPKIN DISPENSERTA-13 BOBRICK B-3706 SHOWER CURTAIN AND RODTA-14 BOBRICK B-204 PREFABRICATED ADA SHOWER WITH GRAB BARS, FOLDING SEAT AND ACCESSIBLE CONTROLS TA-15 COMFORT DESIGN SSS 3637BF 3P RRF 1. ALL MODELS ARE BASIS OF DESIGN 2. ALL WALLS/ PARTITIONS WITHIN 2'-0" FROM SINKS, URINALS AND WATER CLOSETS SHALL MEET THE REQUIREMENTS OF NCSBC SECTION 1210.2 COUNTER TOP MOUNTED CIRCULAR WASTE CHUTETA-16 BOBRICK B-532 DOUBLE ROBE HOOKTA-17 BOBRICK B-672 TA-18 TOILET SEAT COVER DISPENSER TA-19 SHOWER GRAB BAR BOBRICK B-5837.99 BOBRICK B-221 BOBRICK B-5181TA-20 ADA SHOWER SEAT- FOLDING TA-21 MOP/ BROOM HOLDER BOBRICK B-223 PLAN NORTH TRUE NORTH NN TO P O F O P E R . M E C H . 4' - 0 " M A X . F.E.C.TA-2 MIN. 1' - 0" MIN. 2' - 0" 1' - 6" 2' - 1 0 " M A X . TA-6 17 " - 1 9 " 33 " - 3 6 " 5' - 0" MIN. 4' - 6" MIN. MAX. 1' - 0" TA-3 TA-9 33 " - 3 6 " 39 " - 4 1 " 1 8 " M I N . 39" - 41" TA-8 TA-1 1 1 / 2 " M I N . 7" - 9"14 " - 1 9 " 2 '- 0" MIN. 1' - 6" TA-2 TO T O P OF S E A T 1'-1" 1' - 1 0 1 / 8 " TA-4 3' - 8 " B. O . R E F S U R F 3' - 4 " M A X MA X . M O U N T I N G H E I G H T 4' - 0 " TA-7 TA-5 2' - 1 0 " TA-12 3 A B B.1 D1a D4a D1a D1a D3aD4aD3a D4a A4a D3b D3b D3b D3a D3a E3a E4a E3b E3b E3b E3a E3c D3b E3a E3c E3b E1a CLOSET 112 JAN 109 BREAK 111 RESTROOM 108 RESTROOM 107 A-411 7 8 9 6A-41115 14 A-411 2 3 4 1 A-411 12 11 FD FD FD TA-3 TA-1 TA-8 TA-9 TA-18 TA-2 TA-4 TA-6 TA-12 TA-3 TA-1 TA-8 TA-9 TA-2 TA-18 TA-6 TA-4 TA-12 A-41227 29 30 28 TA-21 2'x2' MOP SINK TA-14 TA-15 10 7 / 8 " 7 ' - 3 " 1' - 4" 4' - 0" 1' - 4" 5' - 1" 3' - 6 " 1 ' - 0 " 3' - 4 " 1' - 4 " 1 ' - 8 " 1' - 6" 6" 3' - 0" 1' - 6" 4' - 4 1 / 4 " 3 ' - 5 5 / 8 " 4' - 1"5' - 7 1/4" EQ EQ 3' - 2 " 10' - 9 7/8" 3' - 4 7/8" 4' - 5 1 / 2 " 7' - 1 0 7 / 8 " 4' - 0" 6' - 0" 1' - 6 1 / 2 " SINK UNDERCOUNTER DISHWASHER FULL SIZE SIDE BY SIDE REFRIGERATOR SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-402 ENLARGED PLANS Project Number 11/22/24 3/8" = 1'-0" Typical Mounting Heights 1/2" = 1'-0"3 ENLARGED RESTROOM PLANS TA-18 TA-2 TA-8 TA-9 TA-3 TA-1 TA-4 TA-6 2' - 1 0 " 3' - 8 " 3' - 0 " 1' - 6 " 6 " 2 ' - 1 0 " 4' - 0 " 1' - 6"1' - 6" 1' - 6" 3' - 0"6" 1' - 4" 7' - 0 " TA-2 TA-18 TA-1 TA-3 TA-8 TA-9 2' - 1 0 " 3' - 4 " 1 ' - 6 " 1' - 4" 1' - 8" 3' - 4" 3' - 6" 1' - 0" 1' - 5 " 2' - 0 " 7' - 0 " TA-12 4' - 0" 4' - 0 " 7' - 0 " TA-6 TA-4 TA-12 2' - 1 0 " 3' - 8 " 7' - 0 " TA-15 TA-14 TA-1 TA-3 TA-2 TA-18 TA-9 TA-8 TA-4 TA-6 2' - 1 0 " 3' - 8 " 2' - 1 0 " 4' - 0 " EQEQ 1' - 6" 3' - 0" 6" 3' - 0 " 7' - 0 " TA-4 TA-6 2' - 1 0 " 3' - 8 " 7' - 0 " TA-12 TA-14 4' - 0" 4' - 0 " 7' - 0 " TA-14 TA-1 TA-3 TA-18 TA-2 TA-8 TA-9 6' - 1 0 " 2' - 1 0 " 1' - 6 " 3 ' - 4 " 1' - 5 " 2' - 0 " 1' - 0" 3' - 6" 3' - 4" 7' - 0 " TA-15 7' - 0 " TA-15 TA-14 6' - 1 0 " 7' - 0 " 7' - 0 " 2' - 6 " 1 ' - 6 " 3 ' - 0 " 2' - 1 0 " FILLER PANEL 3' - 6" 3' - 0" 2' - 0" 3' - 0" FILLER PANEL 3' - 0" FILLER PANEL 1' - 6" 1' - 6" V.I.F. 3' - 2"3' - 0" V.I.F. 2' - 0"3' - 0"1' - 9"1' - 9"FILLER PANEL 1' - 0 " 3 ' - 0 " CORNER UNIT UNDERCOUNTER DISHWASHER SINK REFRIGERATOR 7' - 0 " 3' - 0 " 1 ' - 6 " 2 ' - 6 " FILLER PANEL 1' - 9" 1' - 9" 1' - 9" FILLER PANEL 1' - 9" 1' - 9" 1' - 9" FILLER PANEL CORNER UNIT TOILET ACCESSORY LEGEND AND NOTES SYMBOL DESCRIPTION MODEL TA-1 TA-2 TA-3 TA-4 18" GRAB BAR 36" GRAB BAR 42" GRAB BAR BOBRICK B-5806.99X18 BOBRICK B-5806.99X36 BOBRICK B-5806.99X42 SURFACE-MOUNTED HAND SOAP DISPENSER TA-5 WASTE RECEPTACLE BOBRICK B-2111 BOBRICK B-279 TA-6 24" X 48" SIDE EDGE LIGHTED MIRROR- SEE ELECTRICAL MATRIX MIRRORS- L4 (2700K) TA-7 PAPER TOWEL DISPENSER TA-8 SURFACE-MOUNTED TOILET TISSUE DISPENSER TA-9 SURFACE-MOUNTED SANITARY NAPKIN DISPOSAL BOBRICK B-262 BOBRICK B-2890 BOBRICK B-254 TA-10 SURFACE-MOUNTED CLOTHES HOOK INSULATED TAIL PIECE AND HOT WATER PIPE (CLASS C RATING)TA-11 BOBRICK B-5806.99X18 SEMI RECESSED PAPER TOWEL DISPENSER/ DISPOSALTA-12 BOBRICK B-38032 SANITARY NAPKIN DISPENSERTA-13 BOBRICK B-3706 SHOWER CURTAIN AND RODTA-14 BOBRICK B-204 PREFABRICATED ADA SHOWER WITH GRAB BARS, FOLDING SEAT AND ACCESSIBLE CONTROLS TA-15 COMFORT DESIGN SSS 3637BF 3P RRF 1. ALL MODELS ARE BASIS OF DESIGN 2. ALL WALLS/ PARTITIONS WITHIN 2'-0" FROM SINKS, URINALS AND WATER CLOSETS SHALL MEET THE REQUIREMENTS OF NCSBC SECTION 1210.2 COUNTER TOP MOUNTED CIRCULAR WASTE CHUTETA-16 BOBRICK B-532 DOUBLE ROBE HOOKTA-17 BOBRICK B-672 TA-18 TOILET SEAT COVER DISPENSER TA-19 SHOWER GRAB BAR BOBRICK B-5837.99 BOBRICK B-221 BOBRICK B-5181TA-20 ADA SHOWER SEAT- FOLDING TA-21 MOP/ BROOM HOLDER BOBRICK B-223 TO P O F O P E R . M E C H . 4' - 0 " M A X . F.E.C.TA-2 MIN. 1' - 0" MIN. 2' - 0" 1' - 6" 2' - 1 0 " M A X . TA-6 17 " - 1 9 " 33 " - 3 6 " 5' - 0" MIN. 4' - 6" MIN. MAX. 1' - 0" TA-3 TA-9 33 " - 3 6 " 39 " - 4 1 " 1 8 " M I N . 39" - 41" TA-8 TA-1 1 1 / 2 " M I N . 7" - 9"14 " - 1 9 " 2 '- 0" MIN. 1' - 6" TA-2 TO T O P OF S E A T 1'-1" 1' - 1 0 1 / 8 " TA-4 3' - 8 " B. O . R E F S U R F 3' - 4 " M A X MA X . M O U N T I N G H E I G H T 4' - 0 " TA-7 TA-5 2' - 1 0 " TA-12 SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-411 INTERIOR ELEVATIONS Project Number 11/22/24 1/2" = 1'-0"4 INTERIOR ELEVATION - ROOM 107 1/2" = 1'-0"3 INTERIOR ELEVATION - ROOM 107 1/2" = 1'-0"2 INTERIOR ELEVATION - ROOM 107 1/2" = 1'-0"1 INTERIOR ELEVATION - ROOM 107 1/2" = 1'-0"9 INTERIOR ELEVATION - ROOM 108 1/2" = 1'-0"8 INTERIOR ELEVATION - ROOM 108 1/2" = 1'-0"7 INTERIOR ELEVATION - ROOM 108 1/2" = 1'-0"6 INTERIOR ELEVATION - ROOM 108 1/2" = 1'-0"15 INTERIOR ELEVATION - ROOM 108 1/2" = 1'-0"14 INTERIOR ELEVATION - ROOM 108 1/2" = 1'-0"12 INTERIOR ELEVATION - ROOM 111 1/2" = 1'-0"11 INTERIOR ELEVATION - ROOM 111 111 1 1 1 1 1 1 1 1 2025.01.31 GFO HANGAR PERMIT SET 6 5.9 A PEMB MANUFACTURER STANDARD GIRT SYSTEM ABOVE 5/8" GWB ON 2 1/2" METAL STUDS AT 16" O.C. STOREFRONT WINDOW SYSTEM, SEE WINDOW TYPES FOR MORE INFORMATION 6"4 1/4" 1' - 6 1/4" STEEL COLUMN, SEE STRUCTURAL 8" 6" 6" 6 " 1/2" LINE OF METAL PANEL SYSTEM ABOVE 6 5.9 B B.1 PEMB MANUFACTURER STANDARD GIRT SYSTEM ABOVE 5/8" GWB ON 3 5/8" METAL STUDS AT 16" O.C. STOREFRONT WINDOW SYSTEM, SEE WINDOW TYPES FOR MORE INFORMATION PAINT ALL EXPOSED STRUCTURAL AND MISC. STEEL, CONDUIT, PIPING AND MISC. ITEMS INSIDE HANGAR, TYPICAL STEEL COLUMNS, SEE STRUCTURAL DSP 10' HIGH METAL LINER PANEL 8" 8 " 8" 8" 2 HOUR FIRE RATED SHAFT WALL ASSEMBLY (UL V433 SYSTEM A) A EXTERIOR METAL WALL PANEL SYSTEM R-13 MIN. REINFORCED VINYL FACED INSULATION WITH THERMAL TAPE, TYPICAL PEMB MANUFACTURER STANDARD GIRT SYSTEM 5/8" GWB ON 3 5/8" METAL STUDS AT 16" O.C. DSP 5/8" GWB ON 6" METAL STUDS AT 16" O.C. 1/2" FRT PLYWOOD SHEATHING WITH 1/4" CEMENTITIOUS BACKER BOARD, SETTING BED AND SCHEDULED WALL TILE- SEE PARTITION TYPES STOREFRONT WINDOW SYSTEM, SEE WINDOW TYPES FOR MORE INFORMATION CONTINUOUS SEALANT AND BACKER ROD PEMB MANUFACTURER STANDARD GIRT SYSTEM ABOVE LINE OF METAL PANEL SYSTEM ABOVE 1 1.1 A EXTERIOR METAL WALL PANEL SYSTEM STEEL COLUMNS, SEE STRUCTURAL PEMB MANUFACTURER STANDARD GIRT SYSTEM 5/8" GWB ON 3 5/8" METAL STUDS AT 16" O.C. DSP 5/8" GWB ON 1 1/2" METAL STUDS AT 16" O.C. 8" 8" 8 " 4 1/4" 1' - 2" 9 3 / 4 " 4 1 / 4 " 1 1.1 GF.9 PEMB MANUFACTURER STANDARD GIRT SYSTEM PAINT ALL EXPOSED STRUCTURAL AND MISC. STEEL, CONDUIT, PIPING AND MISC. ITEMS INSIDE HANGAR, TYPICAL STEEL COLUMNS, SEE STRUCTURAL DSP 10' HIGH METAL LINER PANEL 8" 8 " 8" 8" SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-501 PLAN DETAILS Project Number 11/22/24 1" = 1'-0"4 PLAN DETAIL 1" = 1'-0"5 PLAN DETAIL 1" = 1'-0"9 PLAN DETAIL 1" = 1'-0"14 PLAN DETAIL 1" = 1'-0"15 PLAN DETAIL 0'-0"0'-0" - 0'-1"- 0'-2" HANGAR DOOR 0'-0" 1/8" SLOPE 0'-0" - 0'-1" 1/8" SL O P E PE R C I V I L V. I . F . 8" METAL BUILDING GRIT METAL PANEL SLOPE PER PLAN END DAM JAMB END DAM JAMB NOTCH OUT @ METAL PANEL SUPPORT BRACKET ELEVATION 1/2" = 1'-0" PLAN DETAIL 1/2" = 1'-0" CO O R D I N A T E W I T H DO O R M A N U F . / IN S T A L L E R 0'-0"0'-0" - 0'-2" 0'-0" 1/12 SLOPE 0'-0" SL O P E 1 / 4 " / F T 8" METAL BUILDING GRIT METAL PANEL SLOPE PER PLAN END DAM JAMB (TYP) END DAM JAMB (TYP) NOTCH OUT @ METAL PANEL SUPPORT BRACKETELEVATION 1/2" = 1'-0" PLAN DETAIL 1/2" = 1'-0" - 0'-2" 1/12 SLOPE .0833 % 1/12 SLOPE (TYP) DOOR 1/8" GLAZING LEGEND AND NOTES INSULATED LOW E GLAZING - CLEARG1 G2 INSULATED LOW E FULLY TEMPERED GLAZING - CLEAR NOTES: G3 GLAZING - CLEAR G4 TEMPERED GLAZING - CLEAR G5 SPANDREL GLASS 4. ALL EXTERIOR WINDOWS ARE TO RECEIVE WINDOW ROLLER SHADES AS SPECIFIED UNLESS NOTED OTHERWISE. 6. SEE PLANS FOR FROSTED GLASS LOCATIONS (I.E. RESTROOMS). 5. ALL GLAZING IN RESTROOM LOCATIONS SHALL BE FULLY TEMPERED (G2). 1. ALL DIMENSIONS ARE NOMINAL OF ROUGH OPENING AND ARE THE OVERALL SIZE. VERIFY IN FIELD PRIOR TO FABRICATION. 2. SEE WINDOW ELEVATIONS FOR GLAZING TYPE(S). 3. SEE WINDOW ELEVATIONS FOR DIMENSIONS/ LOCATIONS OF MULLIONS. CONCRETE SLAB CARPET NON-METALLIC EDGE GUARD FINISH FLOOR - SEE ROOM FINISH SCHEDULE CONC. SLAB EDGE ALUMINUM THRESHOLD BED IN MASTICDOOR LEAF FINISH AS SCHEDULED EXTERIORINTERIOR 120' - 0" CLEAR 28 ' - 0 " C L E A R SEE SCHED. FRAME TYPE - F1 TYPE A DOOR TYPE E EQ E Q E Q E Q E Q 7 1/2"6" EXTERIOR METAL WALL PANELS TO MATCH HANGAR SE E S C H E D . EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ TYPE B TYPE C TYPE D SEE SCHED. SE E S C H E D . SEE SCHED. SE E S C H E D . SE E S C H E D . SEE SCHED. INSULATED TEMPERED GL INSULATED TEMPERED GL DOOR TRUSS (PAINTED) 2" S E E S C H E D . 2" SEE SCHED. 2" 3' - 4" HOLLOW METAL WRAP- AROUND FRAME (PAINTED) CONTINUOUS SEALANT EACH SIDE DOUBLE STUDS AT WALL OPENINGS TYP. FRAME ANCHORS PROVIDE WIRE ANCHORS DOOR SLAB - SEE DOOR SCHEDULE HOLLOW METAL WRAP- AROUND FRAME (PAINTED) CONTINUOUS SEALANT - EACH SIDE FRAME ANCHORS PROVIDE WIRE ANCHORS BOX HEADER DOOR SLAB - SEE DOOR SCHEDULE INTERIOR METAL LINER PANEL CONTINUOUS SEALANT EACH SIDE DOOR SLAB - SEE DOOR SCHEDULE 2 HR FIRE RATED UL V-433 FRAME AS SCHEDULED 8" STEEL PURLIN (SEE STRUCTURAL) R-19 REINFORCED VINYL FACED WALL INSULATION W/ THERMAL TAPE (TYP) 4" METAL STUD W/ 5/8" TYPE X GWB INTERIOR METAL LINER PANEL CONTINUOUS SEALANT EACH SIDE DOOR SLAB - SEE DOOR SCHEDULE PANEL END FLASHING PER MANUFACTURES SPECIFICATIONS FRAME AS SCHEDULED 8" STEEL PURLIN (SEE STRUCTURAL) R-19 REINFORCED VINYL FACED WALL INSULATION W/ THERMAL TAPE (TYP) CONTINUOUS SEALANT EACH SIDE DOOR SLAB - SEE DOOR SCHEDULE PANEL END FLASHING PER MANUFACTURES SPECIFICATIONS 8" STEEL PURLIN (SEE STRUCTURAL)5/8" GWB PAINT AS SCHEDULED METAL STUD FRAMING5/8" TYPE 'X' GWB FINISH AS SCHED. ALUM. STOREFRONT WINDOW SYSTEM AS SCHED.GLAZING - SEE SCHEDULE FOR GLASS TYPE PARTITION AS SCHED. BACKER ROD & SEALANT EACH SIDE DOUBLE STUD AT JAMBS AND BOXED HEADER @ HEADER OPENINGS TYP. EXTERIOR METAL PANEL METAL TRIM ALUM. STOREFRONT WINDOW SYSTEM AS SCHED. GLAZING - SEE SCHEDULE FOR GLASS TYPE BACKER ROD & SEALANT EACH SIDE EXTERIOR METAL PANEL SILL FLASHING PER METAL BUILDING MANUFACTURER DETAILS METAL TRIM PARTITION AS SCHED. SS-1 SILL EXTENSION SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-601 DOOR SCHEDULE Project Number 11/22/24 1/2" = 1'-0"1 HANGAR DOOR - SLAB DETAIL 1/2" = 1'-0"2 DOOR - SLAB DETAIL DOOR SCHEDULE DOOR NUMBER ROOM NAME ROOM NUMBER DOOR FRAME DETAILS FIRE RATING HARDWARE SET COMMENTSDOOR TYPE DOOR WIDTH DOOR HEIGHT DOOR THICKNESS DOOR MATERIAL DOOR FINISH FRAME TYPE FRAME MATERIAL FRAME FINISH HEAD JAMB THRESHOLD 100A E 120' - 0" 28' - 0" SEE MANUF. SEE MANUF. SEE MANUF. PAINT SEE MANUF. SEE MANUF. SEE MANUF. N/A DIMENSIONS ARE CLEAR DIMENSIONS 100B HANGAR 100 3' - 0" 7' - 0" 1 3/4" 0 HR 100C HANGAR 100 A 3' - 0" 7' - 0" 1 3/4" HM PAINT F1 HM PAINT 0 HR 100D HANGAR 100 D 12' - 0" 12' - 0" 3" ALUM MANUF - - MANUF MOTORIZED OPENING 100E HANGAR 100 A 3' - 0" 7' - 0" 1 3/4" HM PAINT F1 HM PAINT 0 HR 100F HANGAR 100 D 12' - 0" 12' - 0" 3" ALUM MANUF - - MANUF MOTORIZED OPENING 100G HANGAR 100 A 3' - 0" 7' - 0" 1 3/4" HM PAINT F1 HM PAINT 0 HR 100H HANGAR 100 6' - 1" 8' - 0" 1 3/4" 2 HR 101A ENTRY/ LOBBY 101 B 3' - 0" 8' - 0" 0" ALUM MANUF STOREFRONT ALUM MANUF SEE WINDOW ELEVATIONS 101B ENTRY/ LOBBY 101 B 3' - 0" 8' - 0" 0" ALUM MANUF STOREFRONT ALUM MANUF SEE WINDOW ELEVATIONS 103 OPEN OFFICE 103 B 3' - 0" 7' - 10" 0" ALUM MANUF STOREFRONT ALUM MANUF SEE WINDOW ELEVATIONS 105 OFFICE 105 B 3' - 0" 7' - 10" 0" ALUM MANUF STOREFRONT ALUM MANUF SEE WINDOW ELEVATIONS 106 CONFERENCE 106 B 3' - 0" 7' - 10" 0" ALUM MANUF STOREFRONT ALUM MANUF SEE WINDOW ELEVATIONS 107 RESTROOM 107 C 3' - 0" 7' - 0" 1 3/4" WOOD STAIN F1 HM PAINT 0 HR 108 RESTROOM 108 C 3' - 0" 7' - 0" 1 3/4" WOOD STAIN F1 HM PAINT 0 HR 109 JAN 109 C 3' - 0" 7' - 0" 1 3/4" WOOD STAIN F1 HM PAINT 0 HR 110 RESTROOM 108 C 3' - 0" 7' - 0" 1 3/4" WOOD STAIN F1 HM PAINT 0 HR 111 BREAK 111 A 3' - 0" 7' - 0" 1 3/4" WOOD STAIN F1 HM PAINT 0 HR 112 CLOSET 112 C 3' - 0" 7' - 0" 1 3/4" WOOD STAIN F1 HM PAINT 0 HR 113 RESTROOM 107 C 3' - 0" 7' - 0" 1 3/4" WOOD STAIN F1 HM PAINT 0 HR 114 ELEC/ IT 114 C 3' - 0" 7' - 0" 2" HM PAINT F1 HM PAINT 2 HR 115 RISER 115 C 3' - 0" 7' - 0" 1 3/4" HM PAINT F1 HM PAINT 0 HR 116 PARTS STORAGE 116 C-2 6' - 0" 7' - 0" 1 3/4" HM PAINT F HM PAINT 2 HR 3" = 1'-0"3 THRESHOLD T1 1 1/2" = 1'-0"4 THRESHOLD T2 1/4" = 1'-0" DOOR TYPES 1 1/2" = 1'-0"J1 J1 - JAMB 1 1/2" = 1'-0"H1 H1 - HEADER 1 1/2" = 1'-0"HJ2 H2/J2 - HEAD/JAMB 1 1/2" = 1'-0"HJ3 H3/J3 - HEAD/JAMB 1 1/2" = 1'-0"HJ4 H4/J4 - HEAD/JAMB 1 1/2" = 1'-0"HJ5 H5/J5 - HEAD/JAMB 1 1/2" = 1'-0"S5 S5 - SILL DOOR SECURITY NOTES: 1. ALL EXTERIOR DOOR FRAMES ARE TO BE MINIMUM 16 GA. 2. ALL EXTERIOR HM DOORS ARE TO BE STEEL- 16 GA. MINIMUM. 3. EXTERIOR LOCKSETS ARE TO BE GRADE 1 COMMERCIAL LOCKSETS WITH 3/4" LATCH THROW. 4. EXTERIOR DOORS TO BE EQUIPED WITH A LATCH PROTECTOR. 8' - 2 " 1 ' - 1 0 " 10 ' - 0 " 2" 4' - 10" 2" 4' - 10" 2" 4' - 10" 2" 4' - 10" 2" 20' - 2" 2" 7 ' - 1 0 " 2" 1' - 8 " 2 " 1' - 8" 2" 3' - 0" 2" 4' - 10" 2" 4' - 10" 2" 4' - 10" 2" 4' - 10" 2" 4' - 10" 2" 4' - 10" 2" 4' - 10" 2" 4' - 10" 2" 1' - 11" 4" G2 G2 G2 G2 G2 G2 G2 G2 G2 G2 G2G2 G2 G2 G2G2 G2 G2 8' - 2 " 2" 7 ' - 1 0 " 2 " 17' - 5" 2" 4' - 10" 2" 4' - 10" 2" 4' - 10" 2" 1' - 11"4" G2 G2 G2 G2 5' - 0 " 2" 4 ' - 8 " 2 " 5' - 0" 2" 4' - 8" 2" G1 GLAZING LEGEND AND NOTES INSULATED LOW E GLAZING - CLEARG1 G2 INSULATED LOW E FULLY TEMPERED GLAZING - CLEAR NOTES: G3 GLAZING - CLEAR G4 TEMPERED GLAZING - CLEAR G5 SPANDREL GLASS 4. ALL EXTERIOR WINDOWS ARE TO RECEIVE WINDOW ROLLER SHADES AS SPECIFIED UNLESS NOTED OTHERWISE. 6. SEE PLANS FOR FROSTED GLASS LOCATIONS (I.E. RESTROOMS). 5. ALL GLAZING IN RESTROOM LOCATIONS SHALL BE FULLY TEMPERED (G2). 1. ALL DIMENSIONS ARE NOMINAL OF ROUGH OPENING AND ARE THE OVERALL SIZE. VERIFY IN FIELD PRIOR TO FABRICATION. 2. SEE WINDOW ELEVATIONS FOR GLAZING TYPE(S). 3. SEE WINDOW ELEVATIONS FOR DIMENSIONS/ LOCATIONS OF MULLIONS. 10 ' - 0 " 2" 7 ' - 1 0 " 2" 1' - 8 " 2 " 5' - 2" 2" 1' - 8" 2" 3' - 0" 2" G4 G4 G4 G4 8' - 0 " 2" 7 ' - 8 " 2 " 4' - 6" 2" 1' - 0" 2" 3' - 0" 2" G4 G4 SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-602 WINDOW TYPES Project Number 11/22/24 1/4" = 1'-0"A WINDOW TYPE A 1/4" = 1'-0"B WINDOW TYPE B 1/4" = 1'-0"C WINDOW TYPE C 1/4" = 1'-0"D WINDOW TYPE D 1/4" = 1'-0"E WINDOW TYPE E GENERAL NOTES - FINISH PLAN 1. GC TO PROVIDE COMPLIANCE DATA THAT INTERIOR WALL AND CEILING FINISHES COMPLY WITH CLASSIFICATION B: FLAME SPREAD 26-75 AND SMOKE DEVELOPED 0-450 FOR VERTICAL EXITS, EXIT PASSAGEWAYS, EXIT ACCESS CORRIDORS AND OTHER EXITWAYS. 4. FLOOR FINISHES MUST MEET SLIP RESISTANCE REQUIREMENT OF 0.60 WET, AND BE A MINIMUM OF CLASS II PER NFPA 253. 2. GC TO PROVIDE COMPLIANCE DATA THAT INTERIOR WALL AND CEILING FINISHES COMPLY WITH CLASSIFICATION C: FLAME SPREAD 76-200 AND SMOKE DEVELOPED 0-450 FOR ROOMS AND ENCLOSED SPACES. 3. GC TO PROVIDE COMPLIANCE DATA FOR INTERIOR FLOOR FINISHES THAT SHOWS COMPLIANCE WITH NC 804. 5. TRANSITION OF DIFFERING FLOORING MATERIALS BETWEEN ROOMS TO OCCUR AT THE CENTER OF THE DOOR LEAF. 6. SEALANTS AND CAULKING ARE TO MATCH THE DOMINANT SURFACE IN WHICH THEY OCCUR U.N.O., SAMPLE OF SEALANTS ARE TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 8. IN AREAS WITH ANY PORTION OF EXPOSED STRUCTURAL ABOVE, THE WALL FINISHES SHALL EXTEND TO UNDERSIDE OF STRUCTURE. 7. GC TO VERIFY ALL FINISHES WITH OWNER AND ARCHITECT PRIOR TO PROCUREMENT. 9. ALL UNIDENTIFIED COLORS AND FINISHES SHALL BE SELECTED AND APPROVED BY ARCHITECT THROUGH THE SUBMITTAL PROCESS. 10. RECESSED WIREWAYS, ACCESS PANELS, GRILLES, ELECTRICAL PANELS, AND ALL OTHER SUCH ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DEVICES SHALL BE FINISHED TO MATCH ADJACENT WALL OR CEILING SURFACE, U.N.O. ABRASIVE COATING AT EXTERIOR, TYPICAL ABRASIVE COATING AT EXTERIOR, TYPICAL ABRASIVE COATING AT EXTERIOR, TYPICAL COLOR 1COLOR 2 CO L O R 1 C O L O R 2 COLOR 1 COLOR 2 RESINOUS FLOORING PAINT ALL EXPOSED STRUCTURAL AND MISCELLANEOUS STEEL, CONDUIT, PIPING AND MISCELLANEOUS ITEMS INSIDE THE HANGAR, TYPICAL A-701 2 Sim A-701 2 Sim A-701 2 Sim A-701 2 Sim CO L O R 1 C O L O R 2 COLOR 1COLOR 2 COLOR 1 COLOR 2 6" 4" 3' - 4" 4" 6" 4" 3 ' - 4 " 4 " COLOR 2 COLOR 3 COLOR 1 PLAN NORTH TRUE NORTH NN SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-701 FINISH PLAN Project Number 11/22/24 1/8" = 1'-0"1 FLOOR PLAN 1/4" = 1'-0"2 W.F.E. FLOOR MARKING DETAIL SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-901 3D VIEWS Project Number 11/22/24 A-201 2 A-201 A-202 A-202 1 2 1 1 6 3 4 5 2 1.1 5.9 GF.9ABB.1 DC 21 ' - 1 0 " 2 5 ' - 0 " 2 5 ' - 0 " 2 5 ' - 0 " 2 1 ' - 1 0 " 26' - 2"25' - 0"25' - 0"25' - 0"26' - 2" 8" 20' - 0"8"8" 8" 8" 130' - 0" STEEL20' - 0" STEEL 12 0 ' - 0 " S T E E L 1' - 4 " HANGAR 100 ENTRY/ LOBBY 101 CONFERENCE 106 PARTS STORAGE 116 1' - 4 " 66 ' - 0 " 20' - 6" 45' - 6" GP GP GP GP GP GP GP GP GP DRAIN COVER AT -3" SLOPE TO DRAIN SL O P E T O D R A I N SL O P E T O D R A I N SLOPE TO DRAIN SLOPE TO DRAIN SL O P E T O D R A I N SL O P E T O D R A I N SLOPE TO DRAIN 12 0 ' - 0 " 8" 25' - 4" 12' - 0" 4' - 0" 3' - 4" 34' - 4" 12' - 0" 42' - 4" 3' - 4" 13' - 4" V A LLE Y DOUBLE INLET SUMP INTERNALLY SLOPED TRENCH TYPE FLOOR DRAIN PFE WFE 2 HOUR FIRE SHUTTER TIED INTO FIRE ALARM UTILITY SINK EYE WASH STATION ICE MAKER REFRIGERATOR LINE OF HANGAR DOOR IN OPEN POSITION FLOOR DRAIN VENT STACK PRE-ENGINEERED METAL BUILDING CROSS BRACING AIRCRAFT GROUNDING RECEPTICAL (GP) PFE WFE PFE WFE PFE WFE V A L L E Y V A L L E Y V A L L E Y DRAIN COVER AT -3"VALLEYDOUBLE INLET SUMP INTERNALLY SLOPED TRENCH TYPE FLOOR DRAIN V A L L E YVALLEYV A LL E Y FLOOR DRAIN VENT STACK ELEC/ IT 114 130'-0" x 120'-0" 120' - 0" CLEAR FPHB HB HB FPHB E F2 A-302 1 A-302 2 A-301 1 A-301 GALVANIZED METAL ROOF ACCESS LADDER 12'x12' AUTO OVERHEAD COILING DOOR 12'x12' AUTO OVERHEAD COILING DOOR RIDGE (-1 1/2") OPEN OFFICE 103 RISER 115 A-401 3 A-401 4 OFFICE 105 ref RESTROOM 108 JAN 109 RESTROOM 107 CORR 110 BREAK 111 CLOSET 112 ON-DEMAND WATER HEATER, COORDINATE FINAL LOCATION WITH OTHER TRADES WITHIN SERVICE YARD PRE-ENGINEERED METAL BUILDING CROSS BRACING B A PRE-ENGINEERED METAL BUILDING CROSS BRACING PRE-ENGINEERED METAL BUILDING CROSS BRACING PRE-ENGINEERED METAL BUILDING CROSS BRACING PRE-ENGINEERED METAL BUILDING CROSS BRACING 101A 101B 107 116 11 4 10 9 11 1 112 108 103 105 100B 10 6 100C 100A 100D 100F 10 0 G 10 0 E 11 5 GAS METER, COORDINATE FINAL LOCATION WITH OTHER TRADES WITHIN SERVICE YARD 100H AIR COMPRESSOR 4' - 6" A-501 4 A-501 5 A-501 9 A-501 14 A-501 15 2 HOUR RATED ROOM CONTAINING ERCCS EQUIPMENT- SEE ELECTRICAL GENERAL NOTES - FLOOR PLAN 3. UNLESS NOTED OTHERWISE ALL INTERIOR DIMENSIONS ARE TO COLUMN CENTER LINE OR FACE OF GWB/STUD PARTITIONS. 4. SEE ENLARGED PLANS FOR PARTITION TAGS NOT IDENTIFIED ON THIS SHEET. 5. SEE SHEET G-003 FOR PARTITION TYPES AND ASSOCIATED PARTITION ITEMS.. 6. EDGE OF SLAB AT BUILDING PERIMETER TO ALIGN WITH OUTSIDE FACE OF STUD/ CMU U.N.O. 7. SEE STRUCTURAL DRAWINGS FOR ALL E.O.S. DETAILS AND CONDITIONS. 8. PROVIDE FR BLOCKING AS REQUIRED AT LOCATIONS WITH WALL-MOUNTED EQUIPMENT. (TVs, MONITORS, CASEWORK, ETC.) 1. GENERAL CONTRACTOR TO COORDINATE ALL WORK TO INSURE SYSTEM INTEGRITY IS MAINTAINED FOR STRUCTURAL, FIRE PROTECTION AND BUILDING SECURITY. PLUMBING, MECHANICAL, ELECTRICAL AND COMMUNICATIONS/ DATA SERVICES ARE TO BE MAINTAINED IN OCCUPIED AREAS OF THE BUILDING THROUGHOUT THE CONSTRUCTION PROCESS. INTERRUPTION OF THESE SERVICES WILL REQUIRED PRIOR NOTIFICATION AND COORDINATION WITH OWNER. 2. CONFIRM WITH OWNER IF PROTECTIVE BARRIERS ARE REQUIRED TO SEPARATE CONSTRUCTION ACTIVITIES FROM OWNER OPERATIONS. IF REQUIRED THEN PROTECTIVE BARRIERS ARE TO BE INSTALLED PRIOR TO CONSTRUCTION. SUBMIT FOR THE OWNERS APPROVAL A BARRIER DIAGRAM NOTING PROPOSED BARRIER LOCATION(S). PARTITION NOTES METAL STUD GAUGES. NOTE: U.L. AND STRUCTURAL REQUIREMENTS TAKE PRECEDENCE OVER THE ABOVE SPECIFICATIONS. LOCATION LENGTH GAUGE PARTITION UP TO 8'-0" 20 GAUGE PARTITION UP TO 10'-0" 18 GAUGE PARTITION UP TO 12'-0" 16 GAUGE PARTITION GREATER THAN 12'-0" SEE STRUCTURAL DRAWINGS. BULKHEAD UP TO 6'-0" 25 GAUGE BULKHEAD UP TO 8'-0" 20 GAUGE BULKHEAD GREATER THAN 8'-0" SEE SPECIFIC DETAILS AND/OR STRUCT. DRWGS. SOFFIT UP TO 4'-0" 25 GAUGE SOFFIT UP TO 8'-0" 25 GAUGE, SEE SPECIFIC DETAILS FOR SUPPORT SOFFIT GREATER THAN 8'-0" SUSPENDED SYSTEM MUST BE USED DOOR / WINDOW HEAD AND JAMB U.N.O. 16 GA (2 STUDS AT ALL LOCATIONS) 1. ALL GYPSUM WALL BOARD TO BE 5/8" TYPE 'X' U.N.O. 2. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO COLUMN CENTER LINE, FACE OF GWB/STUD PARTITIONS, FACE OF MASONRY AND CONCRETE WALLS AND FACE OF EXISTING WALLS. 3. HOLD TOP OF PARTITION DOWN 1/2" FROM TOP RUNNER WHERE PARTITION EXTENDS TO STRUCTURE ABOVE. 4. ALL CAULK AND SEALANT SHALL BE CONTINUOUS. 5. ALL CMU WALLS AND SOUND RATED PARTITIONS SHALL EXTEND FROM FINISHED FLOOR TO WHERE THEY MAY BE SEALED, SUCH AS THE UNDERSIDE OF STRUCTURE OR DECK AND BE ENTIRELY SEALED OFF U.N.O. ALL PENETRATIONS SUCH AS PIPING, CONDUITS, DUCTS, ETC. IN SUCH SEALED OFF WALLS OR PARTITIONS SHALL IN THEMSELVES BE PACKED AND SEALED OFF ALONG THE PERIMETER OF PENETRATION. 6. ALL FIRE AND/OR SMOKE PARTITIONS SHALL EXTEND FROM FINISH FLOOR TO WHERE THEY MAY BE SEALED, SUCH AS THE UNDERSIDE OF THE STRUCTURE OR DECK, AND BE ENTIRELY SEALED OFF WITH SAFEING MATERIAL ONLY. SAFEING MATERIAL SHALL BE HELD IN PLACE WITH A FIRE STOPPING MATERIAL ON BOTH SIDES, SUCH AS GYPSUM WALL BOARD OR UL LISTED FIRE PROOFING MATERIAL AND ASSEMBLY. 7. ALL SOUND RATED (STC) WALLS OR PARTITIONS SHALL HAVE CLOSURE GASKETS AT TOP, BOTTOM, AND SIDES WHERE A SOUND LEAK WOULD OTHERWISE EXIST. 8. STRUCTURAL STUDS (20 GA. MINIMUM) SHALL BE USED WHERE ANY NON-SELF-SUPPORTING WALL HUNG FIXTURES, EQUIPMENT, OR CABINETRY OCCUR AND SHALL EXTEND FROM FLOOR TO STRUCTURE ABOVE. SEE TYPICAL SUPPORT DETAILS FOR WALL MOUNTED ITEMS. 9. ALL METAL STUD FRAMED PARTITIONS SHALL BE BRACED ABOVE FINISHED CEILINGS. BRACING SHALL BE AS FOLLOWS: ATTACH A 3 5/8" OR 6" METAL STUD HORIZONTALLY AND CONTINUOUSLY TO PARTITION 8" MAXIMUM ABOVE FINISHED CEILING. PROVIDE 3 5/8" OR 6" METAL STUD KICKERS AT 45 DEGREE ANGLE TO STRUCTURE AT 4'-0" O.C. 10. KICKERS SHALL HAVE CLIP ANGLES (14 GA MIN.) WITH TWO 1/4" ANCHORS. ALL KICKER LOCATIONS SHALL BE COORDINATED WITH ALL OTHER TRADES PERFORMING WORK ABOVE CEILING. 11. DO NOT FASTEN TOP RUNNER TO STUDS; CRIMP RUNNER ON BOTH SIDES OF STUD TO STABILIZE STUD. 12. SEE ROOM FINISH SCHEDULE FOR ADDITIONAL REQUIREMENTS FOR FINISH MATERIALS SUCH AS TILE, PANELING, ETC. WHICH ARE NOT SHOWN OR INCLUDED IN THESE PARTITION TYPES. 13. WHERE PARTITION TYPES CHANGE IN A STRAIGHT RUN, THE EXPOSED OR MOST IMPORTANT EXPOSED FINISHED FACE, AND NOT NECESSARILY THE CENTERLINE OF STUDS, SHALL ALIGN. REVIEW CASES WHICH ARE UNCLEAR WITH THE ARCHITECT PRIOR TO CONSTRUCTION OF SUCH PARTITIONS. 14. WHERE ITEMS ARE RECESSED INTO RATED PARTITIONS, PROVIDE BOXING, INSULATION, ETC. AS REQUIRED TO MAINTAIN THE FIRE RESISTANCE RATING. 15. PURSUANT TO NCSBC 603 ALL WOOD PRODUCTS SHALL BE FIRE-RETARDANT TREATED (FRT), INCLUDING BUT NOT LIMITED TO WOOD BLOCKING, CABINETRY AND MILLWORK SUBSTRATES, AND EXPOSED PLYWOOD PANELS 16. WHERE SPECIALTY WALL PANEL SYSTEMS ARE TO BE APPLIED TO PARTITIONS, SHIMMING MAY BE REQUIRED TO ENSURE A FLUSH AND PLUMB INSTALLATION. 17. ELECTRICAL AND TELECOM ROOMS: IN ADDITION TO GWB AS SCHEDULED, WRAP ENTIRE ROOM IN 3/4" VIRGIN, VOID-FREE, FIRE-RATED PLYWOOD, FROM 0'-6" AFF TO 8'-6" AFF, LAG-BOLTED TO WALLS AT METAL STUD LOCATIONS. PAINT ALL WALL SURFACES AS SCHEDULED. 18. ALL CLOSETS ARE TO RECEIVE WOOD SHELVING AND ROD U.N.O. 19. PROVIDE FR SOLID WOOD BLOCKING IN WALL AS REQUIRED FOR MOUNTING OF CABINETS, GRAB BARS, TV'S, TOILET PARTITIONS AND ACCESSORIES, ETC. SEE PLANS AND ELEVATIONS FOR LOCATIONS OF WALL- MOUNTED BUILT-INS AND EQUIPMENT. 20. USE MOISTURE RESISTANT GWB AT ALL WET AREAS. 21. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS AND INFORMATION. GC TO COORDINATE SHEATHING SIDE AND EXTENTS WITH ARCHITECTURAL AND STRUCTURAL. PLAN NORTH TRUE NORTH NN SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-101 FIRST FLOOR PLAN Project Number 11/22/24 1/8" = 1'-0"1 FLOOR PLAN 1 1 1 2025.01.31 GFO HANGAR PERMIT SET A-201 2 A-201 A-202 A-202 1 2 1 1 6 3 4 5 2 1.1 5.9 GF.9ABB.1 DC 32' - 0" 3' - 6" 25' - 0" 3' - 6" 32' - 0" EQ E Q EQ E Q GAS FIRED INFRARED HEATER CENTERED ON GRID LINE, TYPICAL HVLS CEILING FAN AS SCHEDULED- CENTERED ON GRID LINE, TYPICAL HIGH-BAY LED LIGHT FIXTURES- CENTERED ON STRUCTURAL FRAME, TYPICAL ACCENT FIXTURE ADJACENT TO EACH PRIMARY FIXTURE SEE ELECTRICAL GAS FIRED INFRARED HEATER CENTERED ON GRID LINE, TYPICAL HVLS CEILING FAN AS SCHEDULED- CENTERED ON GRID LINE, TYPICAL EXPOSED VINYL FACED REINFORCED INSULATION WITH THERMAL BLOCKS (R-30 MIN.) EXPOSED VINYL FACED REINFORCED INSULATION WITH THERMAL BLOCKS (R-30 MIN.) RAMP ILLUMINATION LIGHTS SEE BUILDING ELEVATIONS FOR LOCATIONS, COORDINATE WITH ELECTRICAL, TYPICAL EXTERIOR LIGHTS SEE BUILDING ELEVATIONS FOR LOCATIONS, COORDINATE WITH ELECTRICAL, TYPICAL SUPPLY/ EXHAUST FAN AND WALL HOUSING WITH WEATHER HOOD AND INSECT SCREEN (PAINTED), SEE ELEVATIONS FOR LOCATIONS, TYPICAL EXTENTS OF HANGAR DOOR IN OPEN POSITION EXTENTS OF HANGAR DOOR IN OPEN POSITION PAINT ALL EXPOSED STRUCTURAL AND MISC. STEEL, CONDUIT, PIPING AND MISC. ITEMS INSIDE THE HANGAR, TYPICAL HIGH-BAY LED LIGHT FIXTURES- CENTERED ON STRUCTURAL FRAME, TYPICAL ACCENT FIXTURE ADJACENT TO EACH PRIMARY FIXTURE SEE ELECTRICAL EXTERIOR LIGHTS SEE BUILDING ELEVATIONS FOR LOCATIONS, COORDINATE WITH ELECTRICAL, TYPICAL DRAFT CURTAIN E F2 A-302 1 A-302 2 A-301 1 A-301 GALVANIZED METAL ROOF ACCESS LADDER 32' - 6" 32' - 6" PRE-ENGINEERED METAL BUILDING CROSS BRACING PRE-ENGINEERED METAL BUILDING CROSS BRACING EXPOSED TO UNDERSIDE OF STRUCTURE EXPOSED TO UNDERSIDE OF STRUCTURE 9' - 0" 9' - 0"9' - 0" 9' - 0" 10' - 4" 10' - 0" CEILING PLAN LEGEND LIGHT FIXTURE HIGH-BAY LED LIGHT FIXTURE GAS-FIRED INFRARED HEATER EXHAUST/SUPPLY FAN WALL-MOUNTED LIGHT HVLS CEILING FAN GYPSUM WALL BOARD CEILING- SEE FINISH SCHEDULE APC CEILING - SEE FINISH SCHEDULE STRIP DOWNLIGHT- 48" GENERAL NOTES - CEILING 1. SEE MECHANICAL DRAWINGS FOR DIFFUSER LOCATIONS AND OTHER MECHANICAL CEILING DEVISES. 2. SEE ELECTRICAL DRAWINGS FOR LIGHTING LOCATIONS AND OTHER ELECTRICAL CEILING DEVISES. 3. ALL CEILING HEIGHTS ARE AT 10'-0" A.F.F. UNLESS NOTED OTHERWISE. 4. ALL CEILING DEVICES, INCLUDING DOWNLIGHTS, SPRINKLER HEADS, HVAC GRILLES SMALLER THAN 2x2 FEET, ARE TO BE CENTERED IN CEILING TILE UNLESS NOTED OTHERWISE. CONTRACTOR TO REVIEW ALL CONFLICTS WITH ARCHITECT PRIOR TO INSTALLATION. 5. CENTER EXIT SIGNS OVER DOORS UNLESS NOTED OTHERWISE. 6. ARCHITECT AND ENGINEER OF RECORD TO REVIEW SPRINKLER HEAD LAYOUT LOCATIONS AND SPACING ON FIRE PROTECTION SHOP DRAWINGS FOR COORDINATION WITH DESIGN AND WALL AND CEILING SYSTEMS. 7. CONTRACTOR SHALL COORDINATE WITH ALL TRADES INVOLVED, INCLUDING PREPARATION OF COORDINATION DRAWINGS, TO ENSURE CLEARANCES FOR FIXTURES, DUCTWORK, CEILINGS, ETC. AS NECESSARY TO MAINTAIN THE INDICATED FINISHED CEILING / FIXTURE MOUNTING HEIGHT. 8. DIMENSIONS ARE TO CENTER LINE OF FIXTURES U.N.O. 9. PERIMETER CEILING GRID ANGLE, WHERE IT OCCURS, SHALL BE TIGHT TO FINISHED FACE OF PARTITION SURFACES, FREE FROM CURVES, GAPS, BREAKS, AND OTHER IRREGULARITIES.. 10. SUSPENDED CEILING PANEL SIZE: NO SMALLER THAN 4 INCHES. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS PRIOR TO INSTALLATION. 11. CENTER CEILING SYSTEMS IN ROOMS BOTH DIRECTIONS UNLESS OTHERWISE NOTED. PLAN NORTH TRUE NORTH NN SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-111 FIRST FLOOR CEILING PLAN Project Number 11/22/24 1/8" = 1'-0"1 FIRST LEVEL A-201 2 A-201 A-202 A-202 1 2 1 1 6 3 4 5 2 1.1 5.9 GF.9ABB.1 DC 1" / 1'-0" 1" / 1'-0"1" / 1'-0"1" / 1'-0" 1" / 1'-0"1" / 1'-0" LIGHTNING ARREST OBSTRUCTION LIGHT EXTERIOR LIGHT AS SCHEDULED SUPPLY/EXHAUST FAN AND WALL HOUSING WITH WEATHER HOOD AND BIRD SCREEN (PAINTED), SEE ELEVATIONS FOR LOCATIONS. TYPICAL ALUM. GUTTER AND DOWNSPOUT TO STORMWATER SYSTEM GALVANIZED METAL ROOF ACCESS LADDER STANDING SEAM METAL ROOF STSTEM SNOW GUARDS HYDRAULIC HANGAR DOOR WITH PAINTED DOOR TRUSS LIGHTNING ARREST, CONTRACTOR TO COORDINATE FINAL LOCATIONS/ LAYOUT WITH DESIGN TEAM PRIOR TO INSTALLATION PRE-ENGINEERED METAL AWNING WITH TIE-BACKS ROOF ZONE 3A (601 SQ. FT.) ROOF ZONE 1A (1,958 SQ. FT.) ROOF ZONE 1B (1,958 SQ. FT.) ROOF ZONE 1C (1,958 SQ. FT.) ROOF ZONE 1D (1,958 SQ. FT.) ROOF ZONE 2A (1,958 SQ. FT.) ROOF ZONE 2B (1,958 SQ. FT.) ROOF ZONE 2C (1,958 SQ. FT.) ROOF ZONE 2D (1,958 SQ. FT.) ROOF ZONE 3B (601 SQ. FT.) ROOF ZONE 3C (601 SQ. FT.) ROOF ZONE 3D (601 SQ. FT.) DSP TO ROOF BELOW E F2 A-302 1 A-302 2 A-301 1 A-301 DSP TO STORMWATER SYSTEM DSP RO O F Z O N E 4 A (1 2 8 S Q . F T . ) RO O F Z O N E 4 B (1 7 6 S Q . F T . ) ROOF ZONE 4C (98 SQ. FT.) DSP TO STOWMWATER DSP TO ROOF BELOW DSP TO ROOF BELOW DSP TO ROOF BELOW DSP TO STORMWATER SYSTEM DSP TO STORMWATER SYSTEM DSP TO STORMWATER SYSTEM DSP TO STORMWATER SYSTEM DSP TO STOWMWATER DSP TO STOWMWATER DSP TO STOWMWATER GENERAL NOTES - ROOF PLAN 1. ROOF INSULATION SHALL MEET THE REQUIREMENTS OF SECTION 1508.1 OF THE NCSBC (2012). 2. ROOFTOP EQUIPMENT IS SHOWN FOR INTENT ONLY. SEE MECHANICAL DRAWINGS FOR SIZE, TYPE AND LOCATIONS. 3. CONTRACTOR TO PROVIDE SOUND/ VIBRATION ISOLATION BASE FOR ALL ROOFTOP EQUIPMENT. 4. SEE DETAIL 19 THIS SHEET FOR LIGHTNING ARREST MOUNTING DETAILS 5. ALL ROOF PENETRATIONS TO MATCH COLOR OF ROOF PANELS 6. CONTRACTOR TO PROVIDE SOUND/ VIBRATION ISOLATION BASE FOR ALL ROOFTOP EQUIPMENT. 7. ALL DOWNSPOUTS ARE COLLECTED INTO UNDERGROUND STORM WATER SYSTEM. SEE CIVIL DRAWINGS ROOF DRAINAGE CALCULATIONS 3C DRAINAGE AREA X DOWNSPOUT SIZE 1. PRIMARY ROOF DRAIN 4"/HR PER P1106.1 2. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. REQUIRED PROVIDED GUTTER SIZE REQUIRED PROVIDED 1,958 SQ. F.T.1A 3.75"x4.75"8"x8"1B 1C 1D 1,958 SQ. F.T.2A 8"Wx8"D (30'-0") 8"x8"2B 2C 2D 601 SQ. F.T.3A 7"Wx7"D (30'-0") 8"Wx8"D (30'-0") 4"x6" 8"x8"3B 8"Wx8"D (30'-0") 6.5"Wx6.5"D (30'-0") 3.75"x4.75" DSP- ALUM DOWNSPOUT 6.5"Wx6.5"D (30'-0") 3D (+ ROOF ABOVE 1,958 SQ. F.T.) 4C 128 SQ. F.T.4A 4B 176 SQ. F.T. 98 SQ. F.T. (+ ROOF ABOVE 2,559 SQ. F.T.) (+ ROOF ABOVE 1,280 SQ. F.T.) (+ ROOF ABOVE 1,280 SQ. F.T.) 7"Wx7"D (30'-0") 8"Wx8"D (30'-0") 4"x6" 8"x8" 7"Wx7"D (30'-0") 8"Wx8"D (30'-0") 4"x6" 8"x8" 7"Wx7"D (30'-0") 8"Wx8"D (30'-0") 4"x6" 8"x8" PLAN NORTH TRUE NORTH NN SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-121 ROOF PLAN Project Number 11/22/24 1/8" = 1'-0"1 ROOF LEVEL 1" = 1'-0"19 LIGHTNING ARREST DETAIL FIRST LEVEL 0" 1 634521.1 5.9 LOW EAVE HEIGHT 15' -8" EAVE HEIGHT 34' -11" ORIGIN POINT OF METAL PANELS ORIGIN POINT OF METAL PANEL LIGHTNING ARREST EXTERIOR METAL PRE- ENGINEERED BUILDING SYSTEM, COLOR AND METAL PANEL PROFILE TO BE SELECTED BY OWNER OBSTRUCTION LIGHT EXTERIOR LIGHT AS SCHEDULED ALUM. GUTTER AND DOWNSPOUT HYDRAULIC HANGAR DOOR WITH PAINTED TRUSS- FULLY INSULATED CAVITY WITH R-13 MIN. THRU-WALL AIR INTAKE AND FLUE PIPING FOR INFRARED HEATER, SEE ELEVATION FOR LOCATIONS, TYPICAL: COORDINATE WITH MECHANICAL STANDING SEAM METAL ROOF SYSTEM 15 ' - 8 " 1 9 ' - 3 " 2 A-301 1 A-301 EXHAUST FAN AND WALL HOUSING WITH WEATHER HOOD AND INSECT SCREEN (PAINTED) LIGHTNING ARREST 32 ' - 0 " A ADDRESS SIGNAGE- ILLUMINATED SUPPLY FAN AND WALL HOUSING WITH WEATHER HOOD AND INSECT SCREEN (PAINTED), CENTER ON WINDOW BELOW 13 ' - 0 " 7' - 4 " 5 ' - 0 " 5' - 0" 10' - 0"10' - 0" 5' - 0"5' - 0" 10' - 0"10' - 0" 5' - 0"5' - 0" 10' - 0" CCCCC 5' - 0" 5' - 0"5' - 0" 5' - 0" FIRST LEVEL 0" GF.9ABB.1 DC LOW EAVE HEIGHT 15' -8" EAVE HEIGHT 34' -11"EQ EQ EQ EQ 30 ' - 0 " EQ EQ EQEQ E F EXTERIOR LIGHT AS SCHEDULED LIGHTNING ARREST EXTERIOR METAL PRE-ENGINEERED BUILDING SYSTEM, COLOR AND METAL PANEL PROFILE TO BE SELECTED BY OWNER OBSTRUCTION LIGHT FPHB 28'-0" CLEAR HYDRAULIC HANGAR DOOR WITH PAINTED TRUSS- FULLY INSULATED CAVITY WITH R-13 MIN. ORIGIN POINT OF METAL PANELS ORIGIN POINT OF METAL PANELS 19 ' - 3 " 1 5 ' - 8 " 2 A-302 1 A-302 1" / 1'-0"1" / 1'-0" 1" / 1'-0" B GALVANIZED METAL ROOF ACCESS LADDER ALUM. GUTTER AND DOWNSPOUT TO STORMWATER SYSTEMALUM. GUTTER AND DOWNSPOUT ADDRESS SIGNAGE- ILLUMINATED HYDRAULIC HAGAR DOOR- OWNER PREFERRED ALTERNATE ALT-03 SHOWN, SEE SPECIFICATIONS GENERAL NOTES - ELEVATIONS 2. METAL WALL PANEL RIB LOCATIONS ARE INTENTIONAL. SEE ELEVATIONS FOR SPRING POINT(S) OF PANEL RHYTHM. 1. ALL EXTERIOR DEVICES ARE SHOWN WITH THE INTENT OF CENTERING ON METAL WALL PANEL RIBS. CONTRACTOR TO COORDINATE/ CONFIRM ALL EXTERIOR OPENING, DEVICES, PENETRATIONS, ETC. LOCATIONS WITH DESIGN TEAM PRIOR TO INSTALLATION. SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-201 BUILDING ELEVATIONS Project Number 11/22/24 1/8" = 1'-0"2 BUILDING ELEVATION - EAST 1/8" = 1'-0"1 BUILDING ELEVATION - SOUTH 1 1 1 2025.01.31 GFO HANGAR PERMIT SET FIRST LEVEL 0" G F.9 ABB.1DC LOW EAVE HEIGHT 15' -8" EAVE HEIGHT 34' -11" 13 ' - 0 " C OF DOOR IS C OF LIGHT FIXTUREL L EXTERIOR LIGHT AS SCHEDULED LIGHTNING ARREST EXTERIOR METAL PRE-ENGINEERED BUILDING SYSTEM, COLOR AND METAL PANEL PROFILE TO BE SELECTED BY OWNER OVERHEAD COILING DOOR AS SCHEDULED OBSTRUCTION LIGHT FPHB GALVANIZED METAL ROOF ACCESS LADDER ALUM. DOWNSPOUT TO STORMWATER SYSTEM ALUM. GUTTER AND DOWNSPOUT EF ORIGIN POINT OF METAL PANELS ORIGIN POINT OF METAL PANELS 25' - 0"25' - 0"25' - 0"25' - 0" 15 ' - 8 " 1 9 ' - 3 " 2 A-302 1 A-302 1" / 1'-0"1" / 1'-0" 30 ' - 0 " ALUM. GUTTER AND DOWNSPOUT ADDRESS SIGNAGE- ILLUMINATED C OF DOOR IS C OF LIGHT FIXTUREL L EXHAUST FAN AND WALL HOUSING WITH WEATHER HOOD AND INSECT SCREEN (PAINTED) SUPPLY FAN AND WALL HOUSING WITH WEATHER HOOD AND INSECT SCREEN (PAINTED), SEE ELEVATIONS FOR LOCATIONS, TYPICAL 7' - 4 " 5 ' - 0 " 10' - 0"5' - 0"5' - 0"10' - 0"10' - 0"5' - 0"5' - 0"10' - 0"5' - 0" 10' - 0" C C C C C FIRST LEVEL 0" 1634521.15.9 LOW EAVE HEIGHT 15' -8" EAVE HEIGHT 34' -11" 13 ' - 0 " ORIGIN POINT OF METAL PANELS ORIGIN POINT OF METAL PANELS 15 ' - 8 " 1 9 ' - 3 " 2 A-301 1 A-301 LIGHTNING ARREST EXTERIOR METAL PRE-ENGINEERED BUILDING SYSTEM, COLOR AND METAL PANEL PROFILE TO BE SELECTED BY OWNER OBSTRUCTION LIGHT EXTERIOR LIGHT AS SCHEDULED ALUM. DOWNSPOUT TO STORMWATER SYSTEM ALUM. GUTTER HYDRAULIC HANGAR DOOR WITH PAINTED TRUSS- FULLY INSULATED CAVITY WITH R-13 MIN. THRU-WALL AIR INTAKE AND FLUE PIPING FOR INFRARED HEATER, SEE ELEVATION FOR LOCATIONS, TYPICAL: COORDINATE WITH MECHANICAL STANDING SEAM METAL ROOF SYSTEM GALVANIZED METAL ROOF ACCESS LADDER CANOPY BEYOND ADDRESS SIGNAGE- ILLUMINATED EXHAUST FAN AND WALL HOUSING WITH WEATHER HOOD AND INSECT SCREEN (PAINTED) SUPPLY FAN AND WALL HOUSING WITH WEATHER HOOD AND INSECT SCREEN (PAINTED), CENTERED ON WINDOW BELOW 2' - 6" 10' - 0" 10' - 0" 2' - 6"2' - 6" 10' - 0" 7' - 4 " 5 ' - 0 " 10' - 0" 2' - 6"10' - 0" 2' - 6" C C C C C 5' - 0" 5' - 0"5' - 0" 5' - 0" GENERAL NOTES - ELEVATIONS 2. METAL WALL PANEL RIB LOCATIONS ARE INTENTIONAL. SEE ELEVATIONS FOR SPRING POINT(S) OF PANEL RHYTHM. 1. ALL EXTERIOR DEVICES ARE SHOWN WITH THE INTENT OF CENTERING ON METAL WALL PANEL RIBS. CONTRACTOR TO COORDINATE/ CONFIRM ALL EXTERIOR OPENING, DEVICES, PENETRATIONS, ETC. LOCATIONS WITH DESIGN TEAM PRIOR TO INSTALLATION. SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-202 BUILDING ELEVATIONS Project Number 11/22/24 1/8" = 1'-0"1 BUILDING ELEVATION - NORTH 1/8" = 1'-0"2 BUILDING ELEVATION - WEST 1 1 1 2025.01.31 GFO HANGAR PERMIT SET FIRST LEVEL 0" G F.9 ABB.1DC LOW EAVE HEIGHT 15' -8" EAVE HEIGHT 34' -11" EF 2 A-302 1 A-302 GAS FIRED INFRARED HEATER CENTERED ON GRID LINE, TYPICAL EXPOSED VINYL FACED REINFORCED INSULATION WITH THERMAL BLOCKS (R-30 MIN.) PAINT ALL EXPOSED STRUCTURAL AND MISC. STEEL, CONDUIT, PIPING AND MISC. ITEMS INSIDE THE HANGAR, TYPICAL HIGH-BAY LED LIGHT FIXTURES- CENTERED ON STRUCTURAL FRAME, TYPICAL ACCENT FIXTURE ADJACENT TO EACH PRIMARY FIXTURE SEE ELECTRICAL DRAFT CURTAIN 15 ' - 8 " 1 9 ' - 3 " LIGHTNING ARREST OBSTRUCTION LIGHT 28'-0" CLEAR HYDRAULIC HANGAR DOOR WITH PAINTED TRUSS- FULLY INSULATED CAVITY WITH R-13 MIN. ALUM. GUTTER AND DOWNSPOUT TO SPLASHBLOCK 10'-0" LINER PANEL A-311 3 A-311 4 FIRST LEVEL 0" GF.9ABB.1 DC LOW EAVE HEIGHT 15' -8" EAVE HEIGHT 34' -11" E F 2 A-302 1 A-302 GAS FIRED INFRARED HEATER CENTERED ON GRID LINE, TYPICAL HVLS CEILING FAN AS SCHEDULED- CENTERED ON GRID LINE, TYPICAL EXPOSED VINYL FACED REINFORCED INSULATION WITH THERMAL BLOCKS (R-30 MIN.) SUPPLY/ EXHAUST FAN AND WALL HOUSING WITH WEATHER HOOD AND INSECT SCREEN (PAINTED), SEE ELEVATIONS FOR LOCATIONS, TYPICAL PAINT ALL EXPOSED STRUCTURAL AND MISC. STEEL, CONDUIT, PIPING AND MISC. ITEMS INSIDE THE HANGAR, TYPICAL HIGH-BAY LED LIGHT FIXTURES- CENTERED ON STRUCTURAL FRAME, TYPICAL ACCENT FIXTURE ADJACENT TO EACH PRIMARY FIXTURE SEE ELECTRICAL DRAFT CURTAIN GALVANIZED METAL ROOF ACCESS LADDER PRE-ENGINEERED METAL BUILDING CROSS BRACING LIGHTNING ARREST OBSTRUCTION LIGHT ALUM. GUTTER AND DOWNSPOUT TO SPLASHBLOCK 10'-0" LINER PANEL PRE-ENGINEERED METAL BUILDING CROSS BRACING A-311 3 Sim A-311 4 Sim SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-301 BUILDING SECTIONS Project Number 11/22/24 1/8" = 1'-0"2 LONGITUDINAL SECTION 1/8" = 1'-0"1 LONGITUDINAL SECTION 2 FIRST LEVEL 0" 1 634521.1 5.9 LOW EAVE HEIGHT 15' -8" EAVE HEIGHT 34' -11" 30 ' - 0 " T Y P I C A L 2 A-301 1 A-301 PRE-ENGINEERED METAL BUILDING CROSS BRACING PRE-ENGINEERED METAL BUILDING CROSS BRACING GAS FIRED INFRARED HEATER CENTERED ON GRID LINE, TYPICAL HVLS CEILING FAN AS SCHEDULED- CENTERED ON GRID LINE, TYPICAL EXPOSED VINYL FACED REINFORCED INSULATION WITH THERMAL BLOCKS (R-30 MIN.) SUPPLY/ EXHAUST FAN AND WALL HOUSING WITH WEATHER HOOD AND INSECT SCREEN (PAINTED), SEE ELEVATIONS FOR LOCATIONS, TYPICAL PAINT ALL EXPOSED STRUCTURAL AND MISC. STEEL, CONDUIT, PIPING AND MISC. ITEMS INSIDE THE HANGAR, TYPICAL HIGH-BAY LED LIGHT FIXTURES- CENTERED ON STRUCTURAL FRAME, TYPICAL ACCENT FIXTURE ADJACENT TO EACH PRIMARY FIXTURE SEE ELECTRICAL LIGHTNING ARREST OBSTRUCTION LIGHT 10'-0" LINER PANEL 28'-0" CLEAR HYDRAULIC HANGAR DOOR WITH PAINTED TRUSS- FULLY INSULATED CAVITY WITH R-13 MIN. FIRST LEVEL 0" 1634521.15.9 LOW EAVE HEIGHT 15' -8" EAVE HEIGHT 34' -11" 2 A-301 1 A-301 PRE-ENGINEERED METAL BUILDING CROSS BRACING PRE-ENGINEERED METAL BUILDING CROSS BRACING GAS FIRED INFRARED HEATER CENTERED ON GRID LINE, TYPICAL HVLS CEILING FAN AS SCHEDULED- CENTERED ON GRID LINE, TYPICAL EXPOSED VINYL FACED REINFORCED INSULATION WITH THERMAL BLOCKS (R-30 MIN.) SUPPLY/ EXHAUST FAN AND WALL HOUSING WITH WEATHER HOOD AND INSECT SCREEN (PAINTED), SEE ELEVATIONS FOR LOCATIONS, TYPICAL PAINT ALL EXPOSED STRUCTURAL AND MISC. STEEL, CONDUIT, PIPING AND MISC. ITEMS INSIDE THE HANGAR, TYPICAL HIGH-BAY LED LIGHT FIXTURES- CENTERED ON STRUCTURAL FRAME, TYPICAL ACCENT FIXTURE ADJACENT TO EACH PRIMARY FIXTURE SEE ELECTRICAL LIGHTNING ARREST OBSTRUCTION LIGHT 10'-0" LINER PANEL 28'-0" CLEAR HYDRAULIC HANGAR DOOR WITH PAINTED TRUSS- FULLY INSULATED CAVITY WITH R-13 MIN. SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-302 BUILDING SECTIONS Project Number 11/22/24 1/8" = 1'-0"2 TRAVERSE SECTION 1 1/8" = 1'-0"1 TRAVERSE SECTION 2 1 1 2025.01.31 GFO HANGAR PERMIT SET FIRST LEVEL 0" G F.9 LOW EAVE HEIGHT 15' -8" EAVE HEIGHT 34' -11" 15 ' - 8 " 1 9 ' - 3 " R-30 MIN. REINFORCED VINYL FACED ROOF INSULATION WITH THERMAL BLOCKS, TYPICAL STANDING SEAM METAL ROOF SYSTEM BY PRE-ENGINEERED BUILDING MANUFACTURER, COLOR TO BE SELECTED BY OWNERFLASHING PROVIDED BY PRE-ENGINEERED BUILDING MANUFACTURER EXTERIOR METAL PRE- ENGINEERED BUILDING SYSTEM, COLOR AND METAL PANEL PROFILE TO BE SELECTED STRUCTURAL STEEL FRAMING BY PRE- ENGINEERED BUILDING MANUFACTURER R-19 MIN. REINFORCED VINYL FACED WALL INSULATION WITH THERMAL TAPE, TYPICAL CAST IN PLACE REINFORCED CONCRETE FOUNDATION, SEE STRUCTURAL REINFORCED SLAB ON GRADE OVER VAPOR BARRIER, SEE STRUCTURAL SUB-GRADE BASE COURSE PAINT ALL EXPOSED STRUCTURAL AND MISCELLANEOUS STEEL, CONDUIT, PIPING, DEVICE HANGING BRACKETS/ UNISTRUT, AND MISCELLANEOUS ITEMS INSIDE HANGAR, TYPICAL FIRST LEVEL 0" ABB.1 LOW EAVE HEIGHT 15' -8" EAVE HEIGHT 34' -11" 15 ' - 8 " 1 9 ' - 3 " R-30 MIN. REINFORCED VINYL FACED ROOF INSULATION WITH THERMAL BLOCKS, TYPICAL STANDING SEAM METAL ROOF SYSTEM BY PRE-ENGINEERED BUILDING MANUFACTURER, COLOR TO BE SELECTED BY OWNER FLASHING PROVIDED BY PRE-ENGINEERED BUILDING MANUFACTURER ALUM. GUTTER EXTERIOR METAL PRE-ENGINEERED BUILDING SYSTEM, COLOR AND METAL PANEL PROFILE TO BE SELECTED STRUCTURAL STEEL FRAMING BY PRE- ENGINEERED BUILDING MANUFACTURER R-19 MIN. REINFORCED VINYL FACED WALL INSULATION WITH THERMAL TAPE, TYPICAL R-30 MIN. REINFORCED VINYL FACED ROOF INSULATION WITH THERMAL BLOCKS, TYPICAL STANDING SEAM METAL ROOF SYSTEM BY PRE-ENGINEERED BUILDING MANUFACTURER, COLOR TO BE SELECTED BY OWNER FLASHING /RAKE PROVIDED BY PRE- ENGINEERED BUILDING MANUFACTURER CAST IN PLACE REINFORCED CONCRETE FOUNDATION, SEE STRUCTURAL REINFORCED SLAB ON GRADE OVER VAPOR BARRIER, SEE STRUCTURAL SUB-GRADE BASE COURSE PAINT ALL EXPOSED STRUCTURAL AND MISCELLANEOUS STEEL, CONDUIT, PIPING, DEVICE HANGING BRACKETS/ UNISTRUT, AND MISCELLANEOUS ITEMS INSIDE HANGAR, TYPICAL FLASHING PROVIDED BY PRE-ENGINEERED BUILDING MANUFACTURER SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-311 WALL SECTIONS Project Number 11/22/24 1/2" = 1'-0"3 WALL SECTION 1 1/2" = 1'-0"4 WALL SECTION 2 GENERAL NOTES - FLOOR PLAN 3. UNLESS NOTED OTHERWISE ALL INTERIOR DIMENSIONS ARE TO COLUMN CENTER LINE OR FACE OF GWB/STUD PARTITIONS. 4. SEE ENLARGED PLANS FOR PARTITION TAGS NOT IDENTIFIED ON THIS SHEET. 5. SEE SHEET G-003 FOR PARTITION TYPES AND ASSOCIATED PARTITION ITEMS.. 6. EDGE OF SLAB AT BUILDING PERIMETER TO ALIGN WITH OUTSIDE FACE OF STUD/ CMU U.N.O. 7. SEE STRUCTURAL DRAWINGS FOR ALL E.O.S. DETAILS AND CONDITIONS. 8. PROVIDE FR BLOCKING AS REQUIRED AT LOCATIONS WITH WALL-MOUNTED EQUIPMENT. (TVs, MONITORS, CASEWORK, ETC.) 1. GENERAL CONTRACTOR TO COORDINATE ALL WORK TO INSURE SYSTEM INTEGRITY IS MAINTAINED FOR STRUCTURAL, FIRE PROTECTION AND BUILDING SECURITY. PLUMBING, MECHANICAL, ELECTRICAL AND COMMUNICATIONS/ DATA SERVICES ARE TO BE MAINTAINED IN OCCUPIED AREAS OF THE BUILDING THROUGHOUT THE CONSTRUCTION PROCESS. INTERRUPTION OF THESE SERVICES WILL REQUIRED PRIOR NOTIFICATION AND COORDINATION WITH OWNER. 2. CONFIRM WITH OWNER IF PROTECTIVE BARRIERS ARE REQUIRED TO SEPARATE CONSTRUCTION ACTIVITIES FROM OWNER OPERATIONS. IF REQUIRED THEN PROTECTIVE BARRIERS ARE TO BE INSTALLED PRIOR TO CONSTRUCTION. SUBMIT FOR THE OWNERS APPROVAL A BARRIER DIAGRAM NOTING PROPOSED BARRIER LOCATION(S). PARTITION NOTES METAL STUD GAUGES. NOTE: U.L. AND STRUCTURAL REQUIREMENTS TAKE PRECEDENCE OVER THE ABOVE SPECIFICATIONS. LOCATION LENGTH GAUGE PARTITION UP TO 8'-0" 20 GAUGE PARTITION UP TO 10'-0" 18 GAUGE PARTITION UP TO 12'-0" 16 GAUGE PARTITION GREATER THAN 12'-0" SEE STRUCTURAL DRAWINGS. BULKHEAD UP TO 6'-0" 25 GAUGE BULKHEAD UP TO 8'-0" 20 GAUGE BULKHEAD GREATER THAN 8'-0" SEE SPECIFIC DETAILS AND/OR STRUCT. DRWGS. SOFFIT UP TO 4'-0" 25 GAUGE SOFFIT UP TO 8'-0" 25 GAUGE, SEE SPECIFIC DETAILS FOR SUPPORT SOFFIT GREATER THAN 8'-0" SUSPENDED SYSTEM MUST BE USED DOOR / WINDOW HEAD AND JAMB U.N.O. 16 GA (2 STUDS AT ALL LOCATIONS) 1. ALL GYPSUM WALL BOARD TO BE 5/8" TYPE 'X' U.N.O. 2. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO COLUMN CENTER LINE, FACE OF GWB/STUD PARTITIONS, FACE OF MASONRY AND CONCRETE WALLS AND FACE OF EXISTING WALLS. 3. HOLD TOP OF PARTITION DOWN 1/2" FROM TOP RUNNER WHERE PARTITION EXTENDS TO STRUCTURE ABOVE. 4. ALL CAULK AND SEALANT SHALL BE CONTINUOUS. 5. ALL CMU WALLS AND SOUND RATED PARTITIONS SHALL EXTEND FROM FINISHED FLOOR TO WHERE THEY MAY BE SEALED, SUCH AS THE UNDERSIDE OF STRUCTURE OR DECK AND BE ENTIRELY SEALED OFF U.N.O. ALL PENETRATIONS SUCH AS PIPING, CONDUITS, DUCTS, ETC. IN SUCH SEALED OFF WALLS OR PARTITIONS SHALL IN THEMSELVES BE PACKED AND SEALED OFF ALONG THE PERIMETER OF PENETRATION. 6. ALL FIRE AND/OR SMOKE PARTITIONS SHALL EXTEND FROM FINISH FLOOR TO WHERE THEY MAY BE SEALED, SUCH AS THE UNDERSIDE OF THE STRUCTURE OR DECK, AND BE ENTIRELY SEALED OFF WITH SAFEING MATERIAL ONLY. SAFEING MATERIAL SHALL BE HELD IN PLACE WITH A FIRE STOPPING MATERIAL ON BOTH SIDES, SUCH AS GYPSUM WALL BOARD OR UL LISTED FIRE PROOFING MATERIAL AND ASSEMBLY. 7. ALL SOUND RATED (STC) WALLS OR PARTITIONS SHALL HAVE CLOSURE GASKETS AT TOP, BOTTOM, AND SIDES WHERE A SOUND LEAK WOULD OTHERWISE EXIST. 8. STRUCTURAL STUDS (20 GA. MINIMUM) SHALL BE USED WHERE ANY NON-SELF-SUPPORTING WALL HUNG FIXTURES, EQUIPMENT, OR CABINETRY OCCUR AND SHALL EXTEND FROM FLOOR TO STRUCTURE ABOVE. SEE TYPICAL SUPPORT DETAILS FOR WALL MOUNTED ITEMS. 9. ALL METAL STUD FRAMED PARTITIONS SHALL BE BRACED ABOVE FINISHED CEILINGS. BRACING SHALL BE AS FOLLOWS: ATTACH A 3 5/8" OR 6" METAL STUD HORIZONTALLY AND CONTINUOUSLY TO PARTITION 8" MAXIMUM ABOVE FINISHED CEILING. PROVIDE 3 5/8" OR 6" METAL STUD KICKERS AT 45 DEGREE ANGLE TO STRUCTURE AT 4'-0" O.C. 10. KICKERS SHALL HAVE CLIP ANGLES (14 GA MIN.) WITH TWO 1/4" ANCHORS. ALL KICKER LOCATIONS SHALL BE COORDINATED WITH ALL OTHER TRADES PERFORMING WORK ABOVE CEILING. 11. DO NOT FASTEN TOP RUNNER TO STUDS; CRIMP RUNNER ON BOTH SIDES OF STUD TO STABILIZE STUD. 12. SEE ROOM FINISH SCHEDULE FOR ADDITIONAL REQUIREMENTS FOR FINISH MATERIALS SUCH AS TILE, PANELING, ETC. WHICH ARE NOT SHOWN OR INCLUDED IN THESE PARTITION TYPES. 13. WHERE PARTITION TYPES CHANGE IN A STRAIGHT RUN, THE EXPOSED OR MOST IMPORTANT EXPOSED FINISHED FACE, AND NOT NECESSARILY THE CENTERLINE OF STUDS, SHALL ALIGN. REVIEW CASES WHICH ARE UNCLEAR WITH THE ARCHITECT PRIOR TO CONSTRUCTION OF SUCH PARTITIONS. 14. WHERE ITEMS ARE RECESSED INTO RATED PARTITIONS, PROVIDE BOXING, INSULATION, ETC. AS REQUIRED TO MAINTAIN THE FIRE RESISTANCE RATING. 15. PURSUANT TO NCSBC 603 ALL WOOD PRODUCTS SHALL BE FIRE-RETARDANT TREATED (FRT), INCLUDING BUT NOT LIMITED TO WOOD BLOCKING, CABINETRY AND MILLWORK SUBSTRATES, AND EXPOSED PLYWOOD PANELS 16. WHERE SPECIALTY WALL PANEL SYSTEMS ARE TO BE APPLIED TO PARTITIONS, SHIMMING MAY BE REQUIRED TO ENSURE A FLUSH AND PLUMB INSTALLATION. 17. ELECTRICAL AND TELECOM ROOMS: IN ADDITION TO GWB AS SCHEDULED, WRAP ENTIRE ROOM IN 3/4" VIRGIN, VOID-FREE, FIRE-RATED PLYWOOD, FROM 0'-6" AFF TO 8'-6" AFF, LAG-BOLTED TO WALLS AT METAL STUD LOCATIONS. PAINT ALL WALL SURFACES AS SCHEDULED. 18. ALL CLOSETS ARE TO RECEIVE WOOD SHELVING AND ROD U.N.O. 19. PROVIDE FR SOLID WOOD BLOCKING IN WALL AS REQUIRED FOR MOUNTING OF CABINETS, GRAB BARS, TV'S, TOILET PARTITIONS AND ACCESSORIES, ETC. SEE PLANS AND ELEVATIONS FOR LOCATIONS OF WALL- MOUNTED BUILT-INS AND EQUIPMENT. 20. USE MOISTURE RESISTANT GWB AT ALL WET AREAS. 21. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS AND INFORMATION. GC TO COORDINATE SHEATHING SIDE AND EXTENTS WITH ARCHITECTURAL AND STRUCTURAL. 6 4 5 5.9 A B B.1 2 A-301 2' - 4" 5' - 0" 5' - 0" 5' - 1" 3' - 1" 2' - 4 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 1 " 6" 8" 20' - 0" 8" 4' - 5 1 / 2 " 6 ' - 1 " 3' - 4 " 5 ' - 4 " OFFICE 105 CONFERENCE 106 OPEN OFFICE 103 ENTRY/ LOBBY 101 D1a D1a D1a D4a C4a D1a D4a D4a C4a D1a C4a D1a C4a D4a E1aE3a D4a D4a A-412 18 19 20 17 A-412 13 14 15 12 A-4127 10 9 8 A-412 5 4 3 2 CORR 102 A-412 2423 6" 8" 8 " 2 1 ' - 2 " 2 5 ' - 0 " 13 ' - 0 1 / 4 " 9 ' - 1 1 3 / 4 " 2 4 ' - 0 " 5' - 0" 16 ' - 8 1 / 4 " 4' - 0"1' - 4" 1' - 8 1/4"1' - 8 1/4"5' - 0" 6" 1 3 2 1.1 A B B.1 1 A-301 ELEC/ IT 114 PARTS STORAGE 116 A-402 3 RISER 115 RESTROOM 107 RESTROOM 108 JAN 109 CLOSET 112 CORR 110 BREAK 111 UTILITY SINK EYE WASH STATION ICE MAKER REFRIGERATOR PFE WFE E1a D4a D1a D1a D3a D1e D4a C4a C4a D4a D4a D4a C4a D1a D1a A-41227 29 30 28 2 HOUR RATED ROOM CONTAINING ERCCS EQUIPMENT- SEE ELECTRICAL 8" 8 " 2 1 ' - 2 " 2 5 ' - 0 " 8 ' - 9 3 / 4 " 10 7 / 8 " 6' - 7 " 1 9 ' - 4 3 / 4 " 6' - 3 1/4" 1' - 1 1 " FD 3' - 9 3/4" 4' - 0" 8' - 9 3 / 4 " 8 1 / 4 " AIR COMPRESSOR PLAN NORTH TRUE NORTH NN SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-401 ENLARGED PLANS Project Number 11/22/24 1/4" = 1'-0"3 ENLARGED OFFICE PLAN 1 1/4" = 1'-0"4 ENLARGED OFFICE PLAN 2 GENERAL NOTES - FLOOR PLAN 3. UNLESS NOTED OTHERWISE ALL INTERIOR DIMENSIONS ARE TO COLUMN CENTER LINE OR FACE OF GWB/STUD PARTITIONS. 4. SEE ENLARGED PLANS FOR PARTITION TAGS NOT IDENTIFIED ON THIS SHEET. 5. SEE SHEET G-003 FOR PARTITION TYPES AND ASSOCIATED PARTITION ITEMS.. 6. EDGE OF SLAB AT BUILDING PERIMETER TO ALIGN WITH OUTSIDE FACE OF STUD/ CMU U.N.O. 7. SEE STRUCTURAL DRAWINGS FOR ALL E.O.S. DETAILS AND CONDITIONS. 8. PROVIDE FR BLOCKING AS REQUIRED AT LOCATIONS WITH WALL-MOUNTED EQUIPMENT. (TVs, MONITORS, CASEWORK, ETC.) 1. GENERAL CONTRACTOR TO COORDINATE ALL WORK TO INSURE SYSTEM INTEGRITY IS MAINTAINED FOR STRUCTURAL, FIRE PROTECTION AND BUILDING SECURITY. PLUMBING, MECHANICAL, ELECTRICAL AND COMMUNICATIONS/ DATA SERVICES ARE TO BE MAINTAINED IN OCCUPIED AREAS OF THE BUILDING THROUGHOUT THE CONSTRUCTION PROCESS. INTERRUPTION OF THESE SERVICES WILL REQUIRED PRIOR NOTIFICATION AND COORDINATION WITH OWNER. 2. CONFIRM WITH OWNER IF PROTECTIVE BARRIERS ARE REQUIRED TO SEPARATE CONSTRUCTION ACTIVITIES FROM OWNER OPERATIONS. IF REQUIRED THEN PROTECTIVE BARRIERS ARE TO BE INSTALLED PRIOR TO CONSTRUCTION. SUBMIT FOR THE OWNERS APPROVAL A BARRIER DIAGRAM NOTING PROPOSED BARRIER LOCATION(S). PARTITION NOTES METAL STUD GAUGES. NOTE: U.L. AND STRUCTURAL REQUIREMENTS TAKE PRECEDENCE OVER THE ABOVE SPECIFICATIONS. LOCATION LENGTH GAUGE PARTITION UP TO 8'-0" 20 GAUGE PARTITION UP TO 10'-0" 18 GAUGE PARTITION UP TO 12'-0" 16 GAUGE PARTITION GREATER THAN 12'-0" SEE STRUCTURAL DRAWINGS. BULKHEAD UP TO 6'-0" 25 GAUGE BULKHEAD UP TO 8'-0" 20 GAUGE BULKHEAD GREATER THAN 8'-0" SEE SPECIFIC DETAILS AND/OR STRUCT. DRWGS. SOFFIT UP TO 4'-0" 25 GAUGE SOFFIT UP TO 8'-0" 25 GAUGE, SEE SPECIFIC DETAILS FOR SUPPORT SOFFIT GREATER THAN 8'-0" SUSPENDED SYSTEM MUST BE USED DOOR / WINDOW HEAD AND JAMB U.N.O. 16 GA (2 STUDS AT ALL LOCATIONS) 1. ALL GYPSUM WALL BOARD TO BE 5/8" TYPE 'X' U.N.O. 2. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO COLUMN CENTER LINE, FACE OF GWB/STUD PARTITIONS, FACE OF MASONRY AND CONCRETE WALLS AND FACE OF EXISTING WALLS. 3. HOLD TOP OF PARTITION DOWN 1/2" FROM TOP RUNNER WHERE PARTITION EXTENDS TO STRUCTURE ABOVE. 4. ALL CAULK AND SEALANT SHALL BE CONTINUOUS. 5. ALL CMU WALLS AND SOUND RATED PARTITIONS SHALL EXTEND FROM FINISHED FLOOR TO WHERE THEY MAY BE SEALED, SUCH AS THE UNDERSIDE OF STRUCTURE OR DECK AND BE ENTIRELY SEALED OFF U.N.O. ALL PENETRATIONS SUCH AS PIPING, CONDUITS, DUCTS, ETC. IN SUCH SEALED OFF WALLS OR PARTITIONS SHALL IN THEMSELVES BE PACKED AND SEALED OFF ALONG THE PERIMETER OF PENETRATION. 6. ALL FIRE AND/OR SMOKE PARTITIONS SHALL EXTEND FROM FINISH FLOOR TO WHERE THEY MAY BE SEALED, SUCH AS THE UNDERSIDE OF THE STRUCTURE OR DECK, AND BE ENTIRELY SEALED OFF WITH SAFEING MATERIAL ONLY. SAFEING MATERIAL SHALL BE HELD IN PLACE WITH A FIRE STOPPING MATERIAL ON BOTH SIDES, SUCH AS GYPSUM WALL BOARD OR UL LISTED FIRE PROOFING MATERIAL AND ASSEMBLY. 7. ALL SOUND RATED (STC) WALLS OR PARTITIONS SHALL HAVE CLOSURE GASKETS AT TOP, BOTTOM, AND SIDES WHERE A SOUND LEAK WOULD OTHERWISE EXIST. 8. STRUCTURAL STUDS (20 GA. MINIMUM) SHALL BE USED WHERE ANY NON-SELF-SUPPORTING WALL HUNG FIXTURES, EQUIPMENT, OR CABINETRY OCCUR AND SHALL EXTEND FROM FLOOR TO STRUCTURE ABOVE. SEE TYPICAL SUPPORT DETAILS FOR WALL MOUNTED ITEMS. 9. ALL METAL STUD FRAMED PARTITIONS SHALL BE BRACED ABOVE FINISHED CEILINGS. BRACING SHALL BE AS FOLLOWS: ATTACH A 3 5/8" OR 6" METAL STUD HORIZONTALLY AND CONTINUOUSLY TO PARTITION 8" MAXIMUM ABOVE FINISHED CEILING. PROVIDE 3 5/8" OR 6" METAL STUD KICKERS AT 45 DEGREE ANGLE TO STRUCTURE AT 4'-0" O.C. 10. KICKERS SHALL HAVE CLIP ANGLES (14 GA MIN.) WITH TWO 1/4" ANCHORS. ALL KICKER LOCATIONS SHALL BE COORDINATED WITH ALL OTHER TRADES PERFORMING WORK ABOVE CEILING. 11. DO NOT FASTEN TOP RUNNER TO STUDS; CRIMP RUNNER ON BOTH SIDES OF STUD TO STABILIZE STUD. 12. SEE ROOM FINISH SCHEDULE FOR ADDITIONAL REQUIREMENTS FOR FINISH MATERIALS SUCH AS TILE, PANELING, ETC. WHICH ARE NOT SHOWN OR INCLUDED IN THESE PARTITION TYPES. 13. WHERE PARTITION TYPES CHANGE IN A STRAIGHT RUN, THE EXPOSED OR MOST IMPORTANT EXPOSED FINISHED FACE, AND NOT NECESSARILY THE CENTERLINE OF STUDS, SHALL ALIGN. REVIEW CASES WHICH ARE UNCLEAR WITH THE ARCHITECT PRIOR TO CONSTRUCTION OF SUCH PARTITIONS. 14. WHERE ITEMS ARE RECESSED INTO RATED PARTITIONS, PROVIDE BOXING, INSULATION, ETC. AS REQUIRED TO MAINTAIN THE FIRE RESISTANCE RATING. 15. PURSUANT TO NCSBC 603 ALL WOOD PRODUCTS SHALL BE FIRE-RETARDANT TREATED (FRT), INCLUDING BUT NOT LIMITED TO WOOD BLOCKING, CABINETRY AND MILLWORK SUBSTRATES, AND EXPOSED PLYWOOD PANELS 16. WHERE SPECIALTY WALL PANEL SYSTEMS ARE TO BE APPLIED TO PARTITIONS, SHIMMING MAY BE REQUIRED TO ENSURE A FLUSH AND PLUMB INSTALLATION. 17. ELECTRICAL AND TELECOM ROOMS: IN ADDITION TO GWB AS SCHEDULED, WRAP ENTIRE ROOM IN 3/4" VIRGIN, VOID-FREE, FIRE-RATED PLYWOOD, FROM 0'-6" AFF TO 8'-6" AFF, LAG-BOLTED TO WALLS AT METAL STUD LOCATIONS. PAINT ALL WALL SURFACES AS SCHEDULED. 18. ALL CLOSETS ARE TO RECEIVE WOOD SHELVING AND ROD U.N.O. 19. PROVIDE FR SOLID WOOD BLOCKING IN WALL AS REQUIRED FOR MOUNTING OF CABINETS, GRAB BARS, TV'S, TOILET PARTITIONS AND ACCESSORIES, ETC. SEE PLANS AND ELEVATIONS FOR LOCATIONS OF WALL- MOUNTED BUILT-INS AND EQUIPMENT. 20. USE MOISTURE RESISTANT GWB AT ALL WET AREAS. 21. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS AND INFORMATION. GC TO COORDINATE SHEATHING SIDE AND EXTENTS WITH ARCHITECTURAL AND STRUCTURAL. TOILET ACCESSORY LEGEND AND NOTES SYMBOL DESCRIPTION MODEL TA-1 TA-2 TA-3 TA-4 18" GRAB BAR 36" GRAB BAR 42" GRAB BAR BOBRICK B-5806.99X18 BOBRICK B-5806.99X36 BOBRICK B-5806.99X42 SURFACE-MOUNTED HAND SOAP DISPENSER TA-5 WASTE RECEPTACLE BOBRICK B-2111 BOBRICK B-279 TA-6 24" X 48" SIDE EDGE LIGHTED MIRROR- SEE ELECTRICAL MATRIX MIRRORS- L4 (2700K) TA-7 PAPER TOWEL DISPENSER TA-8 SURFACE-MOUNTED TOILET TISSUE DISPENSER TA-9 SURFACE-MOUNTED SANITARY NAPKIN DISPOSAL BOBRICK B-262 BOBRICK B-2890 BOBRICK B-254 TA-10 SURFACE-MOUNTED CLOTHES HOOK INSULATED TAIL PIECE AND HOT WATER PIPE (CLASS C RATING)TA-11 BOBRICK B-5806.99X18 SEMI RECESSED PAPER TOWEL DISPENSER/ DISPOSALTA-12 BOBRICK B-38032 SANITARY NAPKIN DISPENSERTA-13 BOBRICK B-3706 SHOWER CURTAIN AND RODTA-14 BOBRICK B-204 PREFABRICATED ADA SHOWER WITH GRAB BARS, FOLDING SEAT AND ACCESSIBLE CONTROLS TA-15 COMFORT DESIGN SSS 3637BF 3P RRF 1. ALL MODELS ARE BASIS OF DESIGN 2. ALL WALLS/ PARTITIONS WITHIN 2'-0" FROM SINKS, URINALS AND WATER CLOSETS SHALL MEET THE REQUIREMENTS OF NCSBC SECTION 1210.2 COUNTER TOP MOUNTED CIRCULAR WASTE CHUTETA-16 BOBRICK B-532 DOUBLE ROBE HOOKTA-17 BOBRICK B-672 TA-18 TOILET SEAT COVER DISPENSER TA-19 SHOWER GRAB BAR BOBRICK B-5837.99 BOBRICK B-221 BOBRICK B-5181TA-20 ADA SHOWER SEAT- FOLDING TA-21 MOP/ BROOM HOLDER BOBRICK B-223 PLAN NORTH TRUE NORTH NN TO P O F O P E R . M E C H . 4' - 0 " M A X . F.E.C.TA-2 MIN. 1' - 0" MIN. 2' - 0" 1' - 6" 2' - 1 0 " M A X . TA-6 17 " - 1 9 " 33 " - 3 6 " 5' - 0" MIN. 4' - 6" MIN. MAX. 1' - 0" TA-3 TA-9 33 " - 3 6 " 39 " - 4 1 " 1 8 " M I N . 39" - 41" TA-8 TA-1 1 1 / 2 " M I N . 7" - 9"14 " - 1 9 " 2 '- 0" MIN. 1' - 6" TA-2 TO T O P OF S E A T 1'-1" 1' - 1 0 1 / 8 " TA-4 3' - 8 " B. O . R E F S U R F 3' - 4 " M A X MA X . M O U N T I N G H E I G H T 4' - 0 " TA-7 TA-5 2' - 1 0 " TA-12 3 A B B.1 D1a D4a D1a D1a D3aD4aD3a D4a A4a D3b D3b D3b D3a D3a E3a E4a E3b E3b E3b E3a E3c D3b E3a E3c E3b E1a CLOSET 112 JAN 109 BREAK 111 RESTROOM 108 RESTROOM 107 A-411 7 8 9 6A-41115 14 A-411 2 3 4 1 A-411 12 11 FD FD FD TA-3 TA-1 TA-8 TA-9 TA-18 TA-2 TA-4 TA-6 TA-12 TA-3 TA-1 TA-8 TA-9 TA-2 TA-18 TA-6 TA-4 TA-12 A-41227 29 30 28 TA-21 2'x2' MOP SINK TA-14 TA-15 10 7 / 8 " 7 ' - 3 " 1' - 4" 4' - 0" 1' - 4" 5' - 1" 3' - 6 " 1 ' - 0 " 3' - 4 " 1' - 4 " 1 ' - 8 " 1' - 6" 6" 3' - 0" 1' - 6" 4' - 4 1 / 4 " 3 ' - 5 5 / 8 " 4' - 1"5' - 7 1/4" EQ EQ 3' - 2 " 10' - 9 7/8" 3' - 4 7/8" 4' - 5 1 / 2 " 7' - 1 0 7 / 8 " 4' - 0" 6' - 0" 1' - 6 1 / 2 " SINK UNDERCOUNTER DISHWASHER FULL SIZE SIDE BY SIDE REFRIGERATOR SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-402 ENLARGED PLANS Project Number 11/22/24 3/8" = 1'-0" Typical Mounting Heights 1/2" = 1'-0"3 ENLARGED RESTROOM PLANS TA-18 TA-2 TA-8 TA-9 TA-3 TA-1 TA-4 TA-6 2' - 1 0 " 3' - 8 " 3' - 0 " 1' - 6 " 6" 2' - 1 0 " 4' - 0 " 1' - 6"1' - 6" 1' - 6" 3' - 0"6" 1' - 4" 7' - 0 " TA-2 TA-18 TA-1 TA-3 TA-8 TA-9 2' - 1 0 " 3' - 4 " 1 ' - 6 " 1' - 4" 1' - 8" 3' - 4" 3' - 6" 1' - 0" 1' - 5 " 2' - 0 " 7' - 0 " TA-12 4' - 0" 4' - 0 " 7' - 0 " TA-6 TA-4 TA-12 2' - 1 0 " 3' - 8 " 7' - 0 " TA-15 TA-14 TA-1 TA-3 TA-2 TA-18 TA-9 TA-8 TA-4 TA-6 2' - 1 0 " 3' - 8 " 2' - 1 0 " 4' - 0 " EQEQ 1' - 6" 3' - 0" 6" 3' - 0 " 7' - 0 " TA-4 TA-6 2' - 1 0 " 3' - 8 " 7' - 0 " TA-12 TA-14 4' - 0" 4' - 0 " 7' - 0 " TA-14 TA-1 TA-3 TA-18 TA-2 TA-8 TA-9 6' - 1 0 " 2' - 1 0 " 1' - 6 " 3' - 4 " 1' - 5 " 2' - 0 " 1' - 0" 3' - 6" 3' - 4" 7' - 0 " TA-15 7' - 0 " TA-15 TA-14 6' - 1 0 " 7' - 0 " 7' - 0 " 2' - 6 " 1' - 6 " 3' - 0 " 2' - 1 0 " FILLER PANEL 3' - 6" 3' - 0" 2' - 0" 3' - 0" FILLER PANEL 3' - 0" FILLER PANEL 1' - 6" 1' - 6" V.I.F. 3' - 2"3' - 0" V.I.F. 2' - 0"3' - 0"1' - 9"1' - 9"FILLER PANEL 1' - 0 " 3' - 0 " CORNER UNIT UNDERCOUNTER DISHWASHER SINK REFRIGERATOR 7' - 0 " 3' - 0 " 1 ' - 6 " 2 ' - 6 " FILLER PANEL 1' - 9" 1' - 9" 1' - 9" FILLER PANEL 1' - 9" 1' - 9" 1' - 9" FILLER PANEL CORNER UNIT TOILET ACCESSORY LEGEND AND NOTES SYMBOL DESCRIPTION MODEL TA-1 TA-2 TA-3 TA-4 18" GRAB BAR 36" GRAB BAR 42" GRAB BAR BOBRICK B-5806.99X18 BOBRICK B-5806.99X36 BOBRICK B-5806.99X42 SURFACE-MOUNTED HAND SOAP DISPENSER TA-5 WASTE RECEPTACLE BOBRICK B-2111 BOBRICK B-279 TA-6 24" X 48" SIDE EDGE LIGHTED MIRROR- SEE ELECTRICAL MATRIX MIRRORS- L4 (2700K) TA-7 PAPER TOWEL DISPENSER TA-8 SURFACE-MOUNTED TOILET TISSUE DISPENSER TA-9 SURFACE-MOUNTED SANITARY NAPKIN DISPOSAL BOBRICK B-262 BOBRICK B-2890 BOBRICK B-254 TA-10 SURFACE-MOUNTED CLOTHES HOOK INSULATED TAIL PIECE AND HOT WATER PIPE (CLASS C RATING)TA-11 BOBRICK B-5806.99X18 SEMI RECESSED PAPER TOWEL DISPENSER/ DISPOSALTA-12 BOBRICK B-38032 SANITARY NAPKIN DISPENSERTA-13 BOBRICK B-3706 SHOWER CURTAIN AND RODTA-14 BOBRICK B-204 PREFABRICATED ADA SHOWER WITH GRAB BARS, FOLDING SEAT AND ACCESSIBLE CONTROLS TA-15 COMFORT DESIGN SSS 3637BF 3P RRF 1. ALL MODELS ARE BASIS OF DESIGN 2. ALL WALLS/ PARTITIONS WITHIN 2'-0" FROM SINKS, URINALS AND WATER CLOSETS SHALL MEET THE REQUIREMENTS OF NCSBC SECTION 1210.2 COUNTER TOP MOUNTED CIRCULAR WASTE CHUTETA-16 BOBRICK B-532 DOUBLE ROBE HOOKTA-17 BOBRICK B-672 TA-18 TOILET SEAT COVER DISPENSER TA-19 SHOWER GRAB BAR BOBRICK B-5837.99 BOBRICK B-221 BOBRICK B-5181TA-20 ADA SHOWER SEAT- FOLDING TA-21 MOP/ BROOM HOLDER BOBRICK B-223 TO P O F O P E R . M E C H . 4' - 0 " M A X . F.E.C.TA-2 MIN. 1' - 0" MIN. 2' - 0" 1' - 6" 2' - 1 0 " M A X . TA-6 17 " - 1 9 " 33 " - 3 6 " 5' - 0" MIN. 4' - 6" MIN. MAX. 1' - 0" TA-3 TA-9 33 " - 3 6 " 39 " - 4 1 " 1 8 " M I N . 39" - 41" TA-8 TA-1 1 1 / 2 " M I N . 7" - 9"14 " - 1 9 " 2 '- 0" MIN. 1' - 6" TA-2 TO T O P OF S E A T 1'-1" 1' - 1 0 1 / 8 " TA-4 3' - 8 " B. O . R E F S U R F 3' - 4 " M A X MA X . M O U N T I N G H E I G H T 4' - 0 " TA-7 TA-5 2' - 1 0 " TA-12 SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-411 INTERIOR ELEVATIONS Project Number 11/22/24 1/2" = 1'-0"4 INTERIOR ELEVATION - ROOM 107 1/2" = 1'-0"3 INTERIOR ELEVATION - ROOM 107 1/2" = 1'-0"2 INTERIOR ELEVATION - ROOM 107 1/2" = 1'-0"1 INTERIOR ELEVATION - ROOM 107 1/2" = 1'-0"9 INTERIOR ELEVATION - ROOM 108 1/2" = 1'-0"8 INTERIOR ELEVATION - ROOM 108 1/2" = 1'-0"7 INTERIOR ELEVATION - ROOM 108 1/2" = 1'-0"6 INTERIOR ELEVATION - ROOM 108 1/2" = 1'-0"15 INTERIOR ELEVATION - ROOM 108 1/2" = 1'-0"14 INTERIOR ELEVATION - ROOM 108 1/2" = 1'-0"12 INTERIOR ELEVATION - ROOM 111 1/2" = 1'-0"11 INTERIOR ELEVATION - ROOM 111 111 1 1 1 1 1 1 1 1 2025.01.31 GFO HANGAR PERMIT SET 6 5.9 A PEMB MANUFACTURER STANDARD GIRT SYSTEM ABOVE 5/8" GWB ON 2 1/2" METAL STUDS AT 16" O.C. STOREFRONT WINDOW SYSTEM, SEE WINDOW TYPES FOR MORE INFORMATION 6"4 1/4" 1' - 6 1/4" STEEL COLUMN, SEE STRUCTURAL 8" 6" 6" 6 " 1/2" LINE OF METAL PANEL SYSTEM ABOVE 6 5.9 B B.1 PEMB MANUFACTURER STANDARD GIRT SYSTEM ABOVE 5/8" GWB ON 3 5/8" METAL STUDS AT 16" O.C. STOREFRONT WINDOW SYSTEM, SEE WINDOW TYPES FOR MORE INFORMATION PAINT ALL EXPOSED STRUCTURAL AND MISC. STEEL, CONDUIT, PIPING AND MISC. ITEMS INSIDE HANGAR, TYPICAL STEEL COLUMNS, SEE STRUCTURAL DSP 10' HIGH METAL LINER PANEL 8" 8 " 8" 8" 2 HOUR FIRE RATED SHAFT WALL ASSEMBLY (UL V433 SYSTEM A) A EXTERIOR METAL WALL PANEL SYSTEM R-13 MIN. REINFORCED VINYL FACED INSULATION WITH THERMAL TAPE, TYPICAL PEMB MANUFACTURER STANDARD GIRT SYSTEM 5/8" GWB ON 3 5/8" METAL STUDS AT 16" O.C. DSP 5/8" GWB ON 6" METAL STUDS AT 16" O.C. 1/2" FRT PLYWOOD SHEATHING WITH 1/4" CEMENTITIOUS BACKER BOARD, SETTING BED AND SCHEDULED WALL TILE- SEE PARTITION TYPES STOREFRONT WINDOW SYSTEM, SEE WINDOW TYPES FOR MORE INFORMATION CONTINUOUS SEALANT AND BACKER ROD PEMB MANUFACTURER STANDARD GIRT SYSTEM ABOVE LINE OF METAL PANEL SYSTEM ABOVE 1 1.1 A EXTERIOR METAL WALL PANEL SYSTEM STEEL COLUMNS, SEE STRUCTURAL PEMB MANUFACTURER STANDARD GIRT SYSTEM 5/8" GWB ON 3 5/8" METAL STUDS AT 16" O.C. DSP 5/8" GWB ON 1 1/2" METAL STUDS AT 16" O.C. 8" 8" 8" 4 1/4" 1' - 2" 9 3 / 4 " 4 1 / 4 " 1 1.1 GF.9 PEMB MANUFACTURER STANDARD GIRT SYSTEM PAINT ALL EXPOSED STRUCTURAL AND MISC. STEEL, CONDUIT, PIPING AND MISC. ITEMS INSIDE HANGAR, TYPICAL STEEL COLUMNS, SEE STRUCTURAL DSP 10' HIGH METAL LINER PANEL 8" 8" 8" 8" SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-501 PLAN DETAILS Project Number 11/22/24 1" = 1'-0"4 PLAN DETAIL 1" = 1'-0"5 PLAN DETAIL 1" = 1'-0"9 PLAN DETAIL 1" = 1'-0"14 PLAN DETAIL 1" = 1'-0"15 PLAN DETAIL 0'-0"0'-0" - 0'-1"- 0'-2" HANGAR DOOR 0'-0" 1/8" SLOPE 0'-0" - 0'-1" 1/8" SL O P E PE R C I V I L V. I . F . 8" METAL BUILDING GRIT METAL PANEL SLOPE PER PLAN END DAM JAMB END DAM JAMB NOTCH OUT @ METAL PANEL SUPPORT BRACKET ELEVATION 1/2" = 1'-0" PLAN DETAIL 1/2" = 1'-0" CO O R D I N A T E W I T H DO O R M A N U F . / IN S T A L L E R 0'-0"0'-0" - 0'-2" 0'-0" 1/12 SLOPE 0'-0" SL O P E 1 / 4 " / F T 8" METAL BUILDING GRIT METAL PANEL SLOPE PER PLAN END DAM JAMB (TYP) END DAM JAMB (TYP) NOTCH OUT @ METAL PANEL SUPPORT BRACKETELEVATION 1/2" = 1'-0" PLAN DETAIL 1/2" = 1'-0" - 0'-2" 1/12 SLOPE .0833 % 1/12 SLOPE (TYP) DOOR 1/8" GLAZING LEGEND AND NOTES INSULATED LOW E GLAZING - CLEARG1 G2 INSULATED LOW E FULLY TEMPERED GLAZING - CLEAR NOTES: G3 GLAZING - CLEAR G4 TEMPERED GLAZING - CLEAR G5 SPANDREL GLASS 4. ALL EXTERIOR WINDOWS ARE TO RECEIVE WINDOW ROLLER SHADES AS SPECIFIED UNLESS NOTED OTHERWISE. 6. SEE PLANS FOR FROSTED GLASS LOCATIONS (I.E. RESTROOMS). 5. ALL GLAZING IN RESTROOM LOCATIONS SHALL BE FULLY TEMPERED (G2). 1. ALL DIMENSIONS ARE NOMINAL OF ROUGH OPENING AND ARE THE OVERALL SIZE. VERIFY IN FIELD PRIOR TO FABRICATION. 2. SEE WINDOW ELEVATIONS FOR GLAZING TYPE(S). 3. SEE WINDOW ELEVATIONS FOR DIMENSIONS/ LOCATIONS OF MULLIONS. CONCRETE SLAB CARPET NON-METALLIC EDGE GUARD FINISH FLOOR - SEE ROOM FINISH SCHEDULE CONC. SLAB EDGE ALUMINUM THRESHOLD BED IN MASTICDOOR LEAF FINISH AS SCHEDULED EXTERIORINTERIOR 120' - 0" CLEAR 28 ' - 0 " C L E A R SEE SCHED. FRAME TYPE - F1 TYPE A DOOR TYPE E EQ E Q E Q E Q E Q 7 1/2"6" EXTERIOR METAL WALL PANELS TO MATCH HANGAR SE E S C H E D . EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ TYPE B TYPE C TYPE D SEE SCHED. SE E S C H E D . SEE SCHED. SE E S C H E D . SE E S C H E D . SEE SCHED. INSULATED TEMPERED GL INSULATED TEMPERED GL DOOR TRUSS (PAINTED) 2" SE E S C H E D . 2" SEE SCHED. 2" 3' - 4" HOLLOW METAL WRAP- AROUND FRAME (PAINTED) CONTINUOUS SEALANT EACH SIDE DOUBLE STUDS AT WALL OPENINGS TYP. FRAME ANCHORS PROVIDE WIRE ANCHORS DOOR SLAB - SEE DOOR SCHEDULE HOLLOW METAL WRAP- AROUND FRAME (PAINTED) CONTINUOUS SEALANT - EACH SIDE FRAME ANCHORS PROVIDE WIRE ANCHORS BOX HEADER DOOR SLAB - SEE DOOR SCHEDULE INTERIOR METAL LINER PANEL CONTINUOUS SEALANT EACH SIDE DOOR SLAB - SEE DOOR SCHEDULE 2 HR FIRE RATED UL V-433 FRAME AS SCHEDULED 8" STEEL PURLIN (SEE STRUCTURAL) R-19 REINFORCED VINYL FACED WALL INSULATION W/ THERMAL TAPE (TYP) 4" METAL STUD W/ 5/8" TYPE X GWB INTERIOR METAL LINER PANEL CONTINUOUS SEALANT EACH SIDE DOOR SLAB - SEE DOOR SCHEDULE PANEL END FLASHING PER MANUFACTURES SPECIFICATIONS FRAME AS SCHEDULED 8" STEEL PURLIN (SEE STRUCTURAL) R-19 REINFORCED VINYL FACED WALL INSULATION W/ THERMAL TAPE (TYP) CONTINUOUS SEALANT EACH SIDE DOOR SLAB - SEE DOOR SCHEDULE PANEL END FLASHING PER MANUFACTURES SPECIFICATIONS 8" STEEL PURLIN (SEE STRUCTURAL)5/8" GWB PAINT AS SCHEDULED METAL STUD FRAMING5/8" TYPE 'X' GWB FINISH AS SCHED. ALUM. STOREFRONT WINDOW SYSTEM AS SCHED.GLAZING - SEE SCHEDULE FOR GLASS TYPE PARTITION AS SCHED. BACKER ROD & SEALANT EACH SIDE DOUBLE STUD AT JAMBS AND BOXED HEADER @ HEADER OPENINGS TYP. EXTERIOR METAL PANEL METAL TRIM ALUM. STOREFRONT WINDOW SYSTEM AS SCHED. GLAZING - SEE SCHEDULE FOR GLASS TYPE BACKER ROD & SEALANT EACH SIDE EXTERIOR METAL PANEL SILL FLASHING PER METAL BUILDING MANUFACTURER DETAILS METAL TRIM PARTITION AS SCHED. SS-1 SILL EXTENSION SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-601 DOOR SCHEDULE Project Number 11/22/24 1/2" = 1'-0"1 HANGAR DOOR - SLAB DETAIL 1/2" = 1'-0"2 DOOR - SLAB DETAIL DOOR SCHEDULE DOOR NUMBER ROOM NAME ROOM NUMBER DOOR FRAME DETAILS FIRE RATING HARDWARE SET COMMENTSDOOR TYPE DOOR WIDTH DOOR HEIGHT DOOR THICKNESS DOOR MATERIAL DOOR FINISH FRAME TYPE FRAME MATERIAL FRAME FINISH HEAD JAMB THRESHOLD 100A E 120' - 0" 28' - 0" SEE MANUF. SEE MANUF. SEE MANUF. PAINT SEE MANUF. SEE MANUF. SEE MANUF. N/A DIMENSIONS ARE CLEAR DIMENSIONS 100B HANGAR 100 3' - 0" 7' - 0" 1 3/4"0 HR 100C HANGAR 100 A 3' - 0" 7' - 0" 1 3/4" HM PAINT F1 HM PAINT 0 HR 100D HANGAR 100 D 12' - 0" 12' - 0" 3" ALUM MANUF - - MANUF MOTORIZED OPENING 100E HANGAR 100 A 3' - 0" 7' - 0" 1 3/4" HM PAINT F1 HM PAINT 0 HR 100F HANGAR 100 D 12' - 0" 12' - 0" 3" ALUM MANUF - - MANUF MOTORIZED OPENING 100G HANGAR 100 A 3' - 0" 7' - 0" 1 3/4" HM PAINT F1 HM PAINT 0 HR 100H HANGAR 100 6' - 1" 8' - 0" 1 3/4"2 HR 101A ENTRY/ LOBBY 101 B 3' - 0" 8' - 0" 0" ALUM MANUF STOREFRONT ALUM MANUF SEE WINDOW ELEVATIONS 101B ENTRY/ LOBBY 101 B 3' - 0" 8' - 0" 0" ALUM MANUF STOREFRONT ALUM MANUF SEE WINDOW ELEVATIONS 103 OPEN OFFICE 103 B 3' - 0" 7' - 10" 0" ALUM MANUF STOREFRONT ALUM MANUF SEE WINDOW ELEVATIONS 105 OFFICE 105 B 3' - 0" 7' - 10" 0" ALUM MANUF STOREFRONT ALUM MANUF SEE WINDOW ELEVATIONS 106 CONFERENCE 106 B 3' - 0" 7' - 10" 0" ALUM MANUF STOREFRONT ALUM MANUF SEE WINDOW ELEVATIONS 107 RESTROOM 107 C 3' - 0" 7' - 0" 1 3/4" WOOD STAIN F1 HM PAINT 0 HR 108 RESTROOM 108 C 3' - 0" 7' - 0" 1 3/4" WOOD STAIN F1 HM PAINT 0 HR 109 JAN 109 C 3' - 0" 7' - 0" 1 3/4" WOOD STAIN F1 HM PAINT 0 HR 110 RESTROOM 108 C 3' - 0" 7' - 0" 1 3/4" WOOD STAIN F1 HM PAINT 0 HR 111 BREAK 111 A 3' - 0" 7' - 0" 1 3/4" WOOD STAIN F1 HM PAINT 0 HR 112 CLOSET 112 C 3' - 0" 7' - 0" 1 3/4" WOOD STAIN F1 HM PAINT 0 HR 113 RESTROOM 107 C 3' - 0" 7' - 0" 1 3/4" WOOD STAIN F1 HM PAINT 0 HR 114 ELEC/ IT 114 C 3' - 0" 7' - 0" 2" HM PAINT F1 HM PAINT 2 HR 115 RISER 115 C 3' - 0" 7' - 0" 1 3/4" HM PAINT F1 HM PAINT 0 HR 116 PARTS STORAGE 116 C-2 6' - 0" 7' - 0" 1 3/4" HM PAINT F HM PAINT 2 HR 3" = 1'-0"3 THRESHOLD T1 1 1/2" = 1'-0"4 THRESHOLD T2 1/4" = 1'-0" DOOR TYPES 1 1/2" = 1'-0"J1 J1 - JAMB 1 1/2" = 1'-0"H1 H1 - HEADER 1 1/2" = 1'-0"HJ2 H2/J2 - HEAD/JAMB 1 1/2" = 1'-0"HJ3 H3/J3 - HEAD/JAMB 1 1/2" = 1'-0"HJ4 H4/J4 - HEAD/JAMB 1 1/2" = 1'-0"HJ5 H5/J5 - HEAD/JAMB 1 1/2" = 1'-0"S5 S5 - SILL DOOR SECURITY NOTES: 1. ALL EXTERIOR DOOR FRAMES ARE TO BE MINIMUM 16 GA. 2. ALL EXTERIOR HM DOORS ARE TO BE STEEL- 16 GA. MINIMUM. 3. EXTERIOR LOCKSETS ARE TO BE GRADE 1 COMMERCIAL LOCKSETS WITH 3/4" LATCH THROW. 4. EXTERIOR DOORS TO BE EQUIPED WITH A LATCH PROTECTOR. 8' - 2 " 1 ' - 1 0 " 10 ' - 0 " 2" 4' - 10" 2" 4' - 10" 2" 4' - 10" 2" 4' - 10" 2" 20' - 2" 2" 7 ' - 1 0 " 2" 1' - 8 " 2 " 1' - 8" 2" 3' - 0" 2" 4' - 10" 2" 4' - 10" 2" 4' - 10" 2" 4' - 10" 2" 4' - 10" 2" 4' - 10" 2" 4' - 10" 2" 4' - 10" 2" 1' - 11" 4" G2 G2 G2 G2 G2 G2 G2 G2 G2 G2 G2G2 G2 G2 G2G2 G2 G2 8' - 2 " 2" 7' - 1 0 " 2" 17' - 5" 2" 4' - 10" 2" 4' - 10" 2" 4' - 10" 2" 1' - 11"4" G2 G2 G2 G2 5' - 0 " 2" 4 ' - 8 " 2 " 5' - 0" 2" 4' - 8" 2" G1 GLAZING LEGEND AND NOTES INSULATED LOW E GLAZING - CLEARG1 G2 INSULATED LOW E FULLY TEMPERED GLAZING - CLEAR NOTES: G3 GLAZING - CLEAR G4 TEMPERED GLAZING - CLEAR G5 SPANDREL GLASS 4. ALL EXTERIOR WINDOWS ARE TO RECEIVE WINDOW ROLLER SHADES AS SPECIFIED UNLESS NOTED OTHERWISE. 6. SEE PLANS FOR FROSTED GLASS LOCATIONS (I.E. RESTROOMS). 5. ALL GLAZING IN RESTROOM LOCATIONS SHALL BE FULLY TEMPERED (G2). 1. ALL DIMENSIONS ARE NOMINAL OF ROUGH OPENING AND ARE THE OVERALL SIZE. VERIFY IN FIELD PRIOR TO FABRICATION. 2. SEE WINDOW ELEVATIONS FOR GLAZING TYPE(S). 3. SEE WINDOW ELEVATIONS FOR DIMENSIONS/ LOCATIONS OF MULLIONS. 10 ' - 0 " 2" 7 ' - 1 0 " 2" 1' - 8 " 2 " 5' - 2" 2" 1' - 8" 2" 3' - 0" 2" G4 G4 G4 G4 8' - 0 " 2" 7 ' - 8 " 2 " 4' - 6" 2" 1' - 0" 2" 3' - 0" 2" G4 G4 SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-602 WINDOW TYPES Project Number 11/22/24 1/4" = 1'-0"A WINDOW TYPE A 1/4" = 1'-0"B WINDOW TYPE B 1/4" = 1'-0"C WINDOW TYPE C 1/4" = 1'-0"D WINDOW TYPE D 1/4" = 1'-0"E WINDOW TYPE E GENERAL NOTES - FINISH PLAN 1. GC TO PROVIDE COMPLIANCE DATA THAT INTERIOR WALL AND CEILING FINISHES COMPLY WITH CLASSIFICATION B: FLAME SPREAD 26-75 AND SMOKE DEVELOPED 0-450 FOR VERTICAL EXITS, EXIT PASSAGEWAYS, EXIT ACCESS CORRIDORS AND OTHER EXITWAYS. 4. FLOOR FINISHES MUST MEET SLIP RESISTANCE REQUIREMENT OF 0.60 WET, AND BE A MINIMUM OF CLASS II PER NFPA 253. 2. GC TO PROVIDE COMPLIANCE DATA THAT INTERIOR WALL AND CEILING FINISHES COMPLY WITH CLASSIFICATION C: FLAME SPREAD 76-200 AND SMOKE DEVELOPED 0-450 FOR ROOMS AND ENCLOSED SPACES. 3. GC TO PROVIDE COMPLIANCE DATA FOR INTERIOR FLOOR FINISHES THAT SHOWS COMPLIANCE WITH NC 804. 5. TRANSITION OF DIFFERING FLOORING MATERIALS BETWEEN ROOMS TO OCCUR AT THE CENTER OF THE DOOR LEAF. 6. SEALANTS AND CAULKING ARE TO MATCH THE DOMINANT SURFACE IN WHICH THEY OCCUR U.N.O., SAMPLE OF SEALANTS ARE TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 8. IN AREAS WITH ANY PORTION OF EXPOSED STRUCTURAL ABOVE, THE WALL FINISHES SHALL EXTEND TO UNDERSIDE OF STRUCTURE. 7. GC TO VERIFY ALL FINISHES WITH OWNER AND ARCHITECT PRIOR TO PROCUREMENT. 9. ALL UNIDENTIFIED COLORS AND FINISHES SHALL BE SELECTED AND APPROVED BY ARCHITECT THROUGH THE SUBMITTAL PROCESS. 10. RECESSED WIREWAYS, ACCESS PANELS, GRILLES, ELECTRICAL PANELS, AND ALL OTHER SUCH ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DEVICES SHALL BE FINISHED TO MATCH ADJACENT WALL OR CEILING SURFACE, U.N.O. ABRASIVE COATING AT EXTERIOR, TYPICAL ABRASIVE COATING AT EXTERIOR, TYPICAL ABRASIVE COATING AT EXTERIOR, TYPICAL COLOR 1COLOR 2 CO L O R 1 CO L O R 2 COLOR 1 COLOR 2 RESINOUS FLOORING PAINT ALL EXPOSED STRUCTURAL AND MISCELLANEOUS STEEL, CONDUIT, PIPING AND MISCELLANEOUS ITEMS INSIDE THE HANGAR, TYPICAL A-701 2 Sim A-701 2 Sim A-701 2 Sim A-701 2 Sim CO L O R 1 C O L O R 2 COLOR 1COLOR 2 COLOR 1 COLOR 2 6" 4" 3' - 4" 4" 6" 4" 3 ' - 4 " 4 " COLOR 2 COLOR 3 COLOR 1 PLAN NORTH TRUE NORTH NN SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-701 FINISH PLAN Project Number 11/22/24 1/8" = 1'-0"1 FLOOR PLAN 1/4" = 1'-0"2 W.F.E. FLOOR MARKING DETAIL SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 A-901 3D VIEWS Project Number 11/22/24 SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 G-000 COVER SHEET Project Number 11/22/24 GFO Hangar 1820 Flightline Road Wilmington, NC 28405 November 22, 2024 1 1 2025.01.31 GFO HANGAR PERMIT SET SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 G-001 SHEET INDEX Project Number 11/22/24 SHEET INDEX GENERAL REV. CURRENT REVISION DATE ORIGINAL ISSUANCE DATE SHEET NO.SHEET NAME 1 2025.01.31 11/22/24 G-000 COVER SHEET 11/22/24 G-001 SHEET INDEX 11/22/24 G-002 GENERAL NOTES 11/22/24 G-003 PARTITION DETAILS 1 2025.01.31 11/22/24 G-101 CODE SUMMARY 1 2025.01.31 11/22/24 LS-101 FIRST FLOOR LIFE SAFETY CIVIL REV. CURRENT REVISION DATE ORIGINAL ISSUANCE DATE SHEET NO.SHEET NAME 11/22/24 C1 GENERAL NOTES 11/22/24 C2 CONSTRUCTION SAFETY, PHASING, AND SECURITY PLAN 11/22/24 C3 EXISTING CONDITIONS AND DEMOLITION PLAN 1 12/10/2024 11/22/24 C4 SITE LAYOUT PLAN 2 12/10/2024 11/22/24 C5 GRADING, DRAINAGE AND EROSION CONTROL PLAN 1 12/04/2024 11/22/24 C6 STORM DRAINAGE PROFILES 1 12/04/2024 11/22/24 C7 APRON JOINT LAYOUT PLAN, JOINT ELEVATION PLAN AND DETAILS 1 12/10/2024 11/22/24 C8 UTILITY PLAN 11/22/24 C9 EROSION CONTROL DETAILS-1 11/22/24 C10 EROSION CONTROL DETALS-2 11/22/24 C11 CONSTRUCTION DETAILS 11/22/24 C12 UTILITY DETAILS STRUCTURAL REV. CURRENT REVISION DATE ORIGINAL ISSUANCE DATE SHEET NO.SHEET NAME 11/22/24 S101 GENERAL NOTES 11/22/24 S201 FOUNDATION PLAN 11/22/24 S301 TYPICAL FOUNDATION DETAILS AND SCHEDULES 11/22/24 S311 FOUNDATION DETAILS ARCHITECTURAL REV. CURRENT REVISION DATE ORIGINAL ISSUANCE DATE SHEET NO.SHEET NAME 1 2025.01.31 11/22/24 A-101 FIRST FLOOR PLAN 11/22/24 A-111 FIRST FLOOR CEILING PLAN 11/22/24 A-121 ROOF PLAN 1 2025.01.31 11/22/24 A-201 BUILDING ELEVATIONS 1 2025.01.31 11/22/24 A-202 BUILDING ELEVATIONS 11/22/24 A-301 BUILDING SECTIONS 1 2025.01.31 11/22/24 A-302 BUILDING SECTIONS 11/22/24 A-401 ENLARGED PLANS 11/22/24 A-402 ENLARGED PLANS 1 2025.01.31 11/22/24 A-411 INTERIOR ELEVATIONS 11/22/24 A-601 DOOR SCHEDULE 11/22/24 A-602 WINDOW TYPES 11/22/24 A-701 FINISH PLAN 11/22/24 A-901 3D VIEWS REV. CURRENT REVISION DATE ORIGINAL ISSUANCE DATE SHEET NO.SHEET NAME 11/22/24 F-001 FIRE ALARM LEGEND, NOTES, RISER AND DETAILS 11/22/24 F-101 FIRE ALARM FLOOR PLAN FIRE PROTECTION REV. CURRENT REVISION DATE ORIGINAL ISSUANCE DATE SHEET NO.SHEET NAME 11/22/24 P-001 PLUMBING NOTES, ABBREVIATIONS, LEGEND, SCHEDULES 11/22/24 PS101 FIRST LEVEL WATES-VENT PLAN 11/22/24 PG101 FIRST LEVEL NAT. GAS AND COMPRESSED AIR PIPING PLAN 11/22/24 PW101 FIRST LEVEL DOMESTIC WATER PLAN 11/22/24 P-401 ENLARGED PLUMBING PLANS 11/22/24 P-501 PLUMBING DETAILS 11/22/24 P-502 PLUMBING RISER DIAGRAM 11/22/24 P-503 PLUMBING U.L. DETAILS PLUMBING REV. CURRENT REVISION DATE ORIGINAL ISSUANCE DATE SHEET NO.SHEET NAME 11/22/24 M-001 MECHANICAL ABBREVIATIONS, LEGEND, SUMMARIES AND UL DETAILS 11/22/24 MH101 MECHANICAL FLOOR PLAN - HVAC 11/22/24 MH102 MECHANICAL RCP AND T-STAT LOCATION FLOOR PLAN - HVAC 11/22/24 MH401 MECHANICAL ENLARGED PLANS - HVAC 11/22/24 MH402 MECHANICAL ENLARGED RCP FLOOR PLANS - HVAC 11/22/24 M-501 MECHANICAL DETAILS 11/22/24 M-601 MECHANICAL SCHEDULES MECHANICAL REV. CURRENT REVISION DATE ORIGINAL ISSUANCE DATE SHEET NO.SHEET NAME 11/22/24 E-001 ELECTRICAL SYMBOLS AND ABBREVIATIONS 11/22/24 E-002 GENERAL NOTES 11/22/24 E-100 ELECTRICAL SITE PLAN 11/22/24 EP101 ELECTRICAL FLOOR PLAN - POWER 11/22/24 EP102 ELECTRICAL FLOOR PLAN - HVAC POWER 11/22/24 EP103 ELECTRICAL FLOOR PLAN - GROUNDING 11/22/24 EP104 ELECTRICAL FLOOR PLAN - LIGHTING PROTECTION 11/22/24 EP105 ELECTRICAL FLOOR PLAN - HAZARDOUS LOCATION BOUNDRIES 11/22/24 EP401 ELECTRICAL ENLARGED PLANS - POWER 11/22/24 EL101 ELECTRICAL FLOOR PLAN - LIGHTING 11/22/24 E-501 ELECTRICAL DETAILS 11/22/24 E-502 ELECTRICAL DETAILS 11/22/24 E-601 ELECTRICAL RISER DIAGRAM AND SCHEDULES 11/22/24 E-602 ELECTRICAL TELECOM RISER, DETAILS AND FIRST RESPONDERS INFORMATION ELECTRICAL PLAN AND SECTION EARTH POROUS FILL (STONE OR GRAVEL) ROCK LIGHTWEIGHT CONCRETE (OR CONCRETE FILL) STRUCTURAL CONCRETE (CAST IN PLACE, ETC.) BRICK (COMMON OR FACE) CONC. MASONRY UNITS (C.M.U.) PLASTER, CEMENT, SAND, GROUT STEEL, IRON ALUMINUM WOOD (FINISH) WOOD (ROUGH) WOOD BLOCKING PLYWOOD SPRAY-ON FIREPROOFING BATT/LOOSE FILL INSULATION EXTRUDED POLYSTYRENE ACOUSTICAL TILE GYPSUM WALL BOARD CARPET AND PAD (NOT ALL MATERIALS APPLICABLE) TYPICAL DIMENSION INDICATORSECTIONS ELEVATIONS ROOM NAME AND NUMBER REVISION NUMBER AREA REVISED DOOR NUMBER WINDOW TYPE DRAWING TITLE DRAWING NAME ENLARGED DETAIL SECTION END SHEET IDENTIFIER NOTE: BLANK ARROWS DENOTE BUILDING SECTION COLUMN GRID REFERENCE DRAWING SCALE DETAIL NUMBER ? ?? ? ? ? ?? ? 1' - 1 1/4" FLOOR ELEVATION ? LOCATION ON SHEET SHEET NUMBER DIRECTION OF ELEVATION ? A-201 A1 1ST FLOOR 0'-0" COLUMN GRIDLINE CENTERLINE REVISION SYMBOL ? ? DETAIL LOCATION ON SHEET OR A-201 A1OR A-201 A1 A-201 A1 A-201 A1 SHEET NUMBER NOTE: BLANK ARROWS DENOTE BUILDING ELEVATION WALL TYPE COLUMN GRID DIRECTION OF SECTION LOCATION ON SHEET 1 NOTES: 1. WHEN LESS THAN ALL TWENTY (20) DETAIL ZONES ARE UTILIZED OR WHEN ZONES ARE COMBINED, DETAIL NUMBERS WILL NOT BE CONSECUTIVE. 2. THE ZONE IN WHICH THE LOWER LEFT HAND CORNER OF A DETAIL IS LOCATED DETERMINES THE NUMBER OF THE DETAIL. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ABBREVIATIONS: SYMBOLS USED AS ABBREVIATIONS: ∠ANGLE C CENTERLINE Ø DIAMETER (ROUND) # NUMBER L LB./LBS. POUND/POUNDS ± PLUS OR MINUS W/ WITH W/O WITHOUT TO P O F O P E R . M E C H . 4' - 0 " M A X . F.E.C.TA-2 MIN. 1' - 0" MIN. 2' - 0" 1' - 6" 2' - 1 0 " M A X . TA-6 17 " - 1 9 " 33 " - 3 6 " 5' - 0" MIN. 4' - 6" MIN. MAX. 1' - 0" TA-3 TA-9 33 " - 3 6 " 39 " - 4 1 " 1 8 " M I N . 39" - 41" TA-8 TA-1 1 1 / 2 " M I N . 7" - 9"14 " - 1 9 " 2 '- 0" MIN. 1' - 6" TA-2 TO T O P OF S E A T 1'-1" 1' - 1 0 1 / 8 " TA-4 3' - 8 " B. O . R E F S U R F 3' - 4 " M A X MA X . M O U N T I N G H E I G H T 4' - 0 " TA-7 TA-5 2' - 1 0 " TA-12 6" 20 GA NOTCHED STUD FURRING 6" 20 GA NOTCHED STUD FURRING HORIZONTAL GRAB BAR VERTICAL GRAB BAR STUD AS SCHEDULED TOGGLE BOLTS GRAB BAR 6" STUD SCREWED TO WALL STUD STUD AS SCHEDULED TOGGLE BOLTS GRAB BAR 6" STUD SCREWED TO WALL STUD TYPICAL RECESSED UNIT BOX HEADER BOX HEADER RECESSED UNIT RECESSED ACCESSORY STUD SUB FRAMING VA R I E S METAL STUD STUD SUB FRAMING RECESSED ACCESSORY- SEMI RECESSED ACCESSORY SIMILAR SURFACE MOUNTED ACCESSORY SURFACE MOUNTED ACCESSORY 20 GA MOUNTING PLATE SCREWED TO STUD FRAMING SURFACE MOUNTED BABY CHANGING STATION METAL STUD PROVIDE STUDS TO COORDINATE WITH ACCESSORY MOUNTING BABY CHANGING STATION SE E A C C E S S O R Y M O U N T I N G PROVIDE STUDS TO COORDINATE WITH ACCESSORY MOUNTING RECESSED MOUNTED BABY CHANGING STATION BOX HEADER BOX HEADER RECESSED UNIT RECESSED UNIT STUD SUB FRAMING AS REQUIRED METAL STUD RECESSED UNIT STUD SUB FRAMING AS REQUIRED NON-RATED PARTITION 1-HOUR FIRE RATED PARTITION- CONTINUOUS 1-HOUR FIRE RATED OR NON-RATED PARTITION 2-HOUR FIRE RATED PARTITION- CONTINUOUS BRICK CONCRETE / PLASTER / STUCCO GLASS SHINGLES/ SIDING ELEVATION SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 G-002 GENERAL NOTES Project Number 11/22/24 A/C AIR CONDITION(ING) ADMIN ADMINISTRATION AFF ABOVE FINISHED FLOOR ALT ALTERNATE ALUM ALUMINUM APPROX APPROXIMATE(LY) ARCH ARCHITECT(URAL) AUTO AUTOMATIC AUX AUXILIARY AV AUDIOVISUAL BITUM BITUMINOUS BL BUILDING LINE BLDG BUILDING BN BULL NOSE BOS BOTTOM OF STEEL BOT BOTTOM CAB CABINET CJ CONTROL JOINT CL CENTER LINE CLG CEILING CLG HT CEILING HEIGHT CLO CLOSET CLR CLEAR(ANCE) CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONF CONFERENCE CONT CONTINUE. CONTINUOUS CORR CORRIDOR CU FT CUBIC FOOT CU YD CUBIC YARD DEMO DEMOLISH DEPT DEPARTMENT DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DIV DIVISION DS DOWNSPOUT E EAST EA EACH EIFS EXTERIOR INSULATION & FINISH SYSTEM EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRIC(AL) ELEV ELEVATOR ENCL ENCLOSE(D) EOS EDGE OF SLAB EQ EQUAL EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER EXIST EXISTING EXP JT EXPANSION JOINT EXT EXTERIOR F/F FACE TO FACE FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF EL FINISH FLOOR ELEVATION FHC FIRE HOSE CABINET FIN FLR FINISHED FLOOR FLR FLOOR, FILLER FOC FACE OF CURB FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF SLAB FOW FACE OF WALL FT FOOT, FEET FTG FOOTING FURN FURNISH, FURNITURE GA GAGE GALV GALVANIZED GC GENERAL CONTRACTOR GYP BD GYPSUM BOARD GYP PLAS GYPSUM PLASTER HC HANDICAP HD HEAVY DUTY HDWD HARDWOOD HDWR HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HT HEIGHT HVAC HEATING, VENTILATION & AIR CONDITIONING ID INSIDE DIAMETER INCL INCLUDE(D), (ING) INFO INFORMATION INSUL INSULATION INT INTERIOR JAN CLO JANITOR CLOSET KIT KITCHEN KO KNOCKOUT LAB LABORATORY LAM LAMINATE LAU LAUNDRY LAV LAVATORY LF LINEAR FEET LVR LOUVER N.T.S.8 MATERIAL LEGEND N.T.S.3 GRAPHIC SYMBOLS N.T.S.5 NUMBERING SYSTEM 1 1/2" = 1'-0"10 STANDARD ABBREVIATIONS MAINT MAINTENANCE MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MEZZ MEZZANINE MFG MANUFACTURING MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MR MOISTURE RESISTANT MTD MOUNTED MTG MOUNTING MTL METAL N NORTH NIC NOT IN CONTRACT NOM NOMINAL NON COMB NON-COMBUSTIBLE NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OPP OPPOSITE OPT OPTION(AL) PCF POUNDS PER CUBIC FEET PLAM PLASTIC LAMINATE PLF POUNDS PER LINEAR FEET PLYWD PLYWOOD PNL PANEL PR PAIR PREFAB PREFABRICATED PREFIN PREFINISH PRKG PARKING PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PAINT, POST-TENSIONED, PRE-TREATED PVC POLYVINYL CHLORIDE (PLASTIC) QTR QUARTER QTY QUANTITY R RADIUS, RISER RCP REFLECTED CEILING PLAN RD ROOF DRAIN REF REFRIGERATOR, REFERENCE REQD REQUIRED RL ROOF LEADER RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY S SOUTH SC SOLID CORE SD STORM DRAIN SECT SECTION SF SQUARE FEET SIM SIMILAR SPEC SPECIFICATION SPKR SPEAKER SQ SQUARE SS STAINLESS STEEL STD STANDARD STOR STORAGE SUSP SUSPENDED SYS SYSTEM T TREAD TEL TELEPHONE TEMP TEMPORARY TFF TOP OF FINISH FLOOR THK THICKNESS THRU THROUGH TO TOP OF TOB TOP OF BEAM TOC TOP OF CONCRETE, CURB TOF TOP OF FOOTING TOJ TOP OF JOIST TOM TOP OF MASONRY TOP TOP OF PARAPET TOS TOP OF SLAB TOW TOP OF WALL TRTD TREATED TV TELEVISION TYP TYPICAL UL UNDERWRITERS LABORATORIES UNO UNLESS NOTED OTHERWISE VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD W WEST, WIDE W/ WITH W/O WITHOUT W/W WALL TO WALL WC WATER CLOSET WD WOOD WP WORKING POINT, WATERPROOFING WR WATER REPELLENT WT WEIGHT WWF WELDED WIRE FABRIC YD YARD N.T.S. Typical Mounting Heights 1" = 1'-0"16 ACCESSORY MOUNTING DETAILS 1 1/2" = 1'-0"11 RATED INTERSECTION DETAILS 1/8" = 1'-0"9 MATERIAL LEGEND . RO U G H O P E N I N G (S I Z E F O R D O O R ) NOTES: 1. GC TO COORDINATE JAMB DEPTH WITH WIDTH OF TRIM. 2. GC TO CCORDINATE DOOR LOCATION W/ JAMB DETAIL, TYP. SEE NOTE 1, THIS DETAIL METAL STUD FRAMING AS REQUIRED PARTITION AS SCHEDULED KEY PLAN 4" 1 1 25 GAUGE MIN. METAL BRACES @ 4'-0" O.C. MAX. CONT. METAL STUD PARTITION AS SCHEDULED OPTION A UNDERSIDE OF STRUCTURE 3" 16 GAUGE CONT. FLAT STRAPS W/ #8 SCREW ON EACH SIDE PARTITION AS SCHEDULED OPTION B OPTION C 1 1 25 GAUGE MIN. METAL BRACES @ 4'-0" O.C. MAX. PARTITION AS SCHEDULED STAGGER VERTICAL JOINTS OF GWB SO THAT THEY OCCUR OF DIFFERENT STUDS ON OPPOSITE SIDES OF PARTITION AND STAGGER JOINTS OF SECOND LAYER FROM FIRST LAYER WHEN PARTITION REQUIRES MULTIPLE GWB LAYERS. USE SAME METHOD WHEN 8'-0" GWB SHEETS ARE APPLIED HORIZONTALLY.GWB PARTITION AS SCHEDULED UNDERSIDE OF STRUCTURE 1 LAYER 5/8" TYPE 'X' GWB ON EACH SIDE OF STUD FINISH AS SCHEDULED 3 5/8" MTL. STUDS @ MAX. 16" O.C. W/ CONT. TOP AND BOTTOM TRACKS 3 1/2" SOUND ATTENUATION BATT INSULATION OVERHEAD BRACING AS REQ'D. 1 LAYER 5/8" TYPE 'X' GWB CEILING FINISH AS SCHED. CONT. SEALANT 3 5/8" MTL. STUDS @ MAX. 16" O.C. LIGHT GAGE METAL STUDS TYPICAL METAL STUD LIGHT GAGE METAL TRACK 1" 1/ 2 " - 3 / 4 " DE F L E C T I O N D E P T H UNDERSIDE OF STRUCTURE DEEP LEG DEFLECTION TRACK COORD. DEPTH W/ STRUCTURAL TEK SCREW INTO SLOT OF VERTICAL LEG OF STUD GWB SCREW SHALL BE BELOW TRACK LEG BY MIN. DEFLECTION DEPTH METAL STUD FRAMING SEE PARTITION TYPES GWB AS SCHEDULED 7/ 8 " PARTITION NOTES METAL STUD GAUGES. NOTE: U.L. AND STRUCTURAL REQUIREMENTS TAKE PRECEDENCE OVER THE ABOVE SPECIFICATIONS. LOCATION LENGTH GAUGE PARTITION UP TO 8'-0" 20 GAUGE PARTITION UP TO 10'-0" 18 GAUGE PARTITION UP TO 12'-0" 16 GAUGE PARTITION GREATER THAN 12'-0" SEE STRUCTURAL DRAWINGS. BULKHEAD UP TO 6'-0" 25 GAUGE BULKHEAD UP TO 8'-0" 20 GAUGE BULKHEAD GREATER THAN 8'-0" SEE SPECIFIC DETAILS AND/OR STRUCT. DRWGS. SOFFIT UP TO 4'-0" 25 GAUGE SOFFIT UP TO 8'-0" 25 GAUGE, SEE SPECIFIC DETAILS FOR SUPPORT SOFFIT GREATER THAN 8'-0" SUSPENDED SYSTEM MUST BE USED DOOR / WINDOW HEAD AND JAMB U.N.O. 16 GA (2 STUDS AT ALL LOCATIONS) 1. ALL GYPSUM WALL BOARD TO BE 5/8" TYPE 'X' U.N.O. 2. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO COLUMN CENTER LINE, FACE OF GWB/STUD PARTITIONS, FACE OF MASONRY AND CONCRETE WALLS AND FACE OF EXISTING WALLS. 3. HOLD TOP OF PARTITION DOWN 1/2" FROM TOP RUNNER WHERE PARTITION EXTENDS TO STRUCTURE ABOVE. 4. ALL CAULK AND SEALANT SHALL BE CONTINUOUS. 5. ALL CMU WALLS AND SOUND RATED PARTITIONS SHALL EXTEND FROM FINISHED FLOOR TO WHERE THEY MAY BE SEALED, SUCH AS THE UNDERSIDE OF STRUCTURE OR DECK AND BE ENTIRELY SEALED OFF U.N.O. ALL PENETRATIONS SUCH AS PIPING, CONDUITS, DUCTS, ETC. IN SUCH SEALED OFF WALLS OR PARTITIONS SHALL IN THEMSELVES BE PACKED AND SEALED OFF ALONG THE PERIMETER OF PENETRATION. 6. ALL FIRE AND/OR SMOKE PARTITIONS SHALL EXTEND FROM FINISH FLOOR TO WHERE THEY MAY BE SEALED, SUCH AS THE UNDERSIDE OF THE STRUCTURE OR DECK, AND BE ENTIRELY SEALED OFF WITH SAFEING MATERIAL ONLY. SAFEING MATERIAL SHALL BE HELD IN PLACE WITH A FIRE STOPPING MATERIAL ON BOTH SIDES, SUCH AS GYPSUM WALL BOARD OR UL LISTED FIRE PROOFING MATERIAL AND ASSEMBLY. 7. ALL SOUND RATED (STC) WALLS OR PARTITIONS SHALL HAVE CLOSURE GASKETS AT TOP, BOTTOM, AND SIDES WHERE A SOUND LEAK WOULD OTHERWISE EXIST. 8. STRUCTURAL STUDS (20 GA. MINIMUM) SHALL BE USED WHERE ANY NON-SELF-SUPPORTING WALL HUNG FIXTURES, EQUIPMENT, OR CABINETRY OCCUR AND SHALL EXTEND FROM FLOOR TO STRUCTURE ABOVE. SEE TYPICAL SUPPORT DETAILS FOR WALL MOUNTED ITEMS. 9. ALL METAL STUD FRAMED PARTITIONS SHALL BE BRACED ABOVE FINISHED CEILINGS. BRACING SHALL BE AS FOLLOWS: ATTACH A 3 5/8" OR 6" METAL STUD HORIZONTALLY AND CONTINUOUSLY TO PARTITION 8" MAXIMUM ABOVE FINISHED CEILING. PROVIDE 3 5/8" OR 6" METAL STUD KICKERS AT 45 DEGREE ANGLE TO STRUCTURE AT 4'-0" O.C. 10. KICKERS SHALL HAVE CLIP ANGLES (14 GA MIN.) WITH TWO 1/4" ANCHORS. ALL KICKER LOCATIONS SHALL BE COORDINATED WITH ALL OTHER TRADES PERFORMING WORK ABOVE CEILING. 11. DO NOT FASTEN TOP RUNNER TO STUDS; CRIMP RUNNER ON BOTH SIDES OF STUD TO STABILIZE STUD. 12. SEE ROOM FINISH SCHEDULE FOR ADDITIONAL REQUIREMENTS FOR FINISH MATERIALS SUCH AS TILE, PANELING, ETC. WHICH ARE NOT SHOWN OR INCLUDED IN THESE PARTITION TYPES. 13. WHERE PARTITION TYPES CHANGE IN A STRAIGHT RUN, THE EXPOSED OR MOST IMPORTANT EXPOSED FINISHED FACE, AND NOT NECESSARILY THE CENTERLINE OF STUDS, SHALL ALIGN. REVIEW CASES WHICH ARE UNCLEAR WITH THE ARCHITECT PRIOR TO CONSTRUCTION OF SUCH PARTITIONS. 14. WHERE ITEMS ARE RECESSED INTO RATED PARTITIONS, PROVIDE BOXING, INSULATION, ETC. AS REQUIRED TO MAINTAIN THE FIRE RESISTANCE RATING. 15. PURSUANT TO NCSBC 603 ALL WOOD PRODUCTS SHALL BE FIRE-RETARDANT TREATED (FRT), INCLUDING BUT NOT LIMITED TO WOOD BLOCKING, CABINETRY AND MILLWORK SUBSTRATES, AND EXPOSED PLYWOOD PANELS 16. WHERE SPECIALTY WALL PANEL SYSTEMS ARE TO BE APPLIED TO PARTITIONS, SHIMMING MAY BE REQUIRED TO ENSURE A FLUSH AND PLUMB INSTALLATION. 17. ELECTRICAL AND TELECOM ROOMS: IN ADDITION TO GWB AS SCHEDULED, WRAP ENTIRE ROOM IN 3/4" VIRGIN, VOID-FREE, FIRE-RATED PLYWOOD, FROM 0'-6" AFF TO 8'-6" AFF, LAG-BOLTED TO WALLS AT METAL STUD LOCATIONS. PAINT ALL WALL SURFACES AS SCHEDULED. 18. ALL CLOSETS ARE TO RECEIVE WOOD SHELVING AND ROD U.N.O. 19. PROVIDE FR SOLID WOOD BLOCKING IN WALL AS REQUIRED FOR MOUNTING OF CABINETS, GRAB BARS, TV'S, TOILET PARTITIONS AND ACCESSORIES, ETC. SEE PLANS AND ELEVATIONS FOR LOCATIONS OF WALL- MOUNTED BUILT-INS AND EQUIPMENT. 20. USE MOISTURE RESISTANT GWB AT ALL WET AREAS. 21. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS AND INFORMATION. GC TO COORDINATE SHEATHING SIDE AND EXTENTS WITH ARCHITECTURAL AND STRUCTURAL. D1a FIRE RATING 0 HR ASSEMBLY NO. N/A N/A N/A STC STC. TEST # 4 7/8" SCHEDULED CEILING 3 1/2" SOUND ATTENUATION BATT INSULATION 3 5/8" METAL STUDS AT MAX. 16" O.C. WITH CONTINUOUS TOP AND BOTTOM TRACKS 1 LAYER 5/8" TYPE 'X' GWB ON EACH SIDE OF STUD FINISH AS SCHEDULED CONTINUOUS STUD RUNNER WALL BASE AS SCHEDULED CONTINUOUS SEALANT FINISHED FLOOR AS SCHEDULED UNDERSIDE OF STRUCTURE 3/ 8 " OVERHEAD BRACING AS REQUIRED, SEE PARTITION NOTES CONTINUOUS DEFLECTION TRACK D3a FIRE RATING 0 HR ASSEMBLY NO. N/A N/A N/A STC STC. TEST # 5 1/2" SCHEDULED CEILING 3 1/2" SOUND ATTENUATION BATT INSULATION 3 5/8" METAL STUDS AT MAX. 16" O.C. WITH CONTINUOUS TOP AND BOTTOM TRACKS 1 LAYER 5/8" TYPE 'X' GWB, FINISH AS SCHEDULED CONTINUOUS STUD RUNNER WALL BASE AS SCHEDULED CONTINUOUS SEALANT FINISHED FLOOR AS SCHEDULED UNDERSIDE OF STRUCTURE 3/ 8 " OVERHEAD BRACING AS REQUIRED, SEE PARTITION NOTES CONTINUOUS DEFLECTION TRACK MTS-1 EDGE PROTECTION AS SCHEDULED TO UNDERSIDE OF CEILING PROVIDE HORIZONTAL FRT BLOCKING FOR FIXTURES AND TOILET ACCESSORIES AS REQUIRED WALL TILE AS SCHEDULED SETTING BED 1/4" CEMENTITIOUS BACKER BOARD 1/2" FRT PLYWOOD SHEATHING D3b FIRE RATING 0 HR ASSEMBLY NO. N/A N/A N/A STC STC. TEST # 3 1/2" SOUND ATTENUATION BATT INSULATION 3 5/8" METAL STUDS AT MAX. 16" O.C. WITH CONTINUOUS TOP AND BOTTOM TRACKS CONTINUOUS STUD RUNNER WALL BASE AS SCHEDULED CONTINUOUS SEALANT FINISHED FLOOR AS SCHEDULED UNDERSIDE OF STRUCTURE OVERHEAD BRACING AS REQUIRED, SEE PARTITION NOTES CONTINUOUS DEFLECTION TRACK MTS-1 EDGE PROTECTION AS SCHEDULED TO UNDERSIDE OF CEILING PROVIDE HORIZONTAL FRT BLOCKING FOR FIXTURES AND TOILET ACCESSORIES AS REQUIRED WALL TILE AS SCHEDULED SETTING BED 1/4" CEMENTITIOUS BACKER BOARD 1/2" FRT PLYWOOD SHEATHING D4a FIRE RATING 0 HR ASSEMBLY NO. N/A N/A N/A STC STC. TEST # 4 1/4" SCHEDULED CEILING 3 1/2" SOUND ATTENUATION BATT INSULATION 3 5/8" METAL STUDS AT MAX. 16" O.C. WITH CONTINUOUS TOP AND BOTTOM TRACKS 1 LAYER 5/8" TYPE 'X' GWB, FINISH AS SCHEDULED CONTINUOUS STUD RUNNER WALL BASE AS SCHEDULED CONTINUOUS SEALANT FINISHED FLOOR AS SCHEDULED UNDERSIDE OF STRUCTURE 3/ 8 " OVERHEAD BRACING AS REQUIRED, SEE PARTITION NOTES CONTINUOUS DEFLECTION TRACK C4a FIRE RATING 0 HR ASSEMBLY NO. N/A N/A N/A STC STC. TEST # 3 1/8" SCHEDULED CEILING 2 1/2" METAL STUDS AT MAX. 16" O.C. WITH CONTINUOUS TOP AND BOTTOM TRACKS 1 LAYER 5/8" TYPE 'X' GWB, FINISH AS SCHEDULED CONTINUOUS STUD RUNNER WALL BASE AS SCHEDULED CONTINUOUS SEALANT FINISHED FLOOR AS SCHEDULED UNDERSIDE OF STRUCTURE 3/ 8 " OVERHEAD BRACING AS REQUIRED, SEE PARTITION NOTES CONTINUOUS DEFLECTION TRACK E1a FIRE RATING 0 HR ASSEMBLY NO. N/A N/A N/A STC STC. TEST # 7 1/4" SCHEDULED CEILING 3 1/2" SOUND ATTENUATION BATT INSULATION 6" METAL STUDS AT MAX. 16" O.C. WITH CONTINUOUS TOP AND BOTTOM TRACKS 1 LAYER 5/8" TYPE 'X' GWB ON EACH SIDE OF STUD FINISH AS SCHEDULED CONTINUOUS STUD RUNNER WALL BASE AS SCHEDULED CONTINUOUS SEALANT FINISHED FLOOR AS SCHEDULED UNDERSIDE OF STRUCTURE 3/ 8 " OVERHEAD BRACING AS REQUIRED, SEE PARTITION NOTES CONTINUOUS DEFLECTION TRACK E3a FIRE RATING 0 HR ASSEMBLY NO. N/A N/A N/A STC STC. TEST # 7 7/8" SCHEDULED CEILING 3 1/2" SOUND ATTENUATION BATT INSULATION 3 5/8" METAL STUDS AT MAX. 16" O.C. WITH CONTINUOUS TOP AND BOTTOM TRACKS 1 LAYER 5/8" TYPE 'X' GWB, FINISH AS SCHEDULED CONTINUOUS STUD RUNNER WALL BASE AS SCHEDULED CONTINUOUS SEALANT FINISHED FLOOR AS SCHEDULED UNDERSIDE OF STRUCTURE 3/ 8 " OVERHEAD BRACING AS REQUIRED, SEE PARTITION NOTES CONTINUOUS DEFLECTION TRACK MTS-1 EDGE PROTECTION AS SCHEDULED TO UNDERSIDE OF CEILING PROVIDE HORIZONTAL FRT BLOCKING FOR FIXTURES AND TOILET ACCESSORIES AS REQUIRED WALL TILE AS SCHEDULED SETTING BED 1/4" CEMENTITIOUS BACKER BOARD 1/2" FRT PLYWOOD SHEATHING E4a FIRE RATING 0 HR ASSEMBLY NO. N/A N/A N/A STC STC. TEST # 6 5/8" SCHEDULED CEILING 3 1/2" SOUND ATTENUATION BATT INSULATION 6" METAL STUDS AT MAX. 16" O.C. WITH CONTINUOUS TOP AND BOTTOM TRACKS 1 LAYER 5/8" TYPE 'X' GWB, FINISH AS SCHEDULED CONTINUOUS STUD RUNNER WALL BASE AS SCHEDULED CONTINUOUS SEALANT FINISHED FLOOR AS SCHEDULED UNDERSIDE OF STRUCTURE 3/ 8 " OVERHEAD BRACING AS REQUIRED, SEE PARTITION NOTES CONTINUOUS DEFLECTION TRACK D3c FIRE RATING 0 HR ASSEMBLY NO. N/A N/A N/A STC STC. TEST # 3 1/2" SOUND ATTENUATION BATT INSULATION 3 5/8" METAL STUDS AT MAX. 16" O.C. WITH CONTINUOUS TOP AND BOTTOM TRACKS CONTINUOUS STUD RUNNER WALL BASE AS SCHEDULED CONTINUOUS SEALANT FINISHED FLOOR AS SCHEDULED UNDERSIDE OF STRUCTURE OVERHEAD BRACING AS REQUIRED, SEE PARTITION NOTES CONTINUOUS DEFLECTION TRACK MTS-1 EDGE PROTECTION AS SCHEDULED TO UNDERSIDE OF CEILING PROVIDE HORIZONTAL FRT BLOCKING FOR FIXTURES AND TOILET ACCESSORIES AS REQUIRED WALL TILE AS SCHEDULED SETTING BED 1/4" CEMENTITIOUS BACKER BOARD 1/2" FRT PLYWOOD SHEATHING E3c FIRE RATING 0 HR ASSEMBLY NO. N/A N/A N/A STC STC. TEST # 3 1/2" SOUND ATTENUATION BATT INSULATION 3 5/8" METAL STUDS AT MAX. 16" O.C. WITH CONTINUOUS TOP AND BOTTOM TRACKS CONTINUOUS STUD RUNNER WALL BASE AS SCHEDULED CONTINUOUS SEALANT FINISHED FLOOR AS SCHEDULED UNDERSIDE OF STRUCTURE OVERHEAD BRACING AS REQUIRED, SEE PARTITION NOTES CONTINUOUS DEFLECTION TRACK MTS-1 EDGE PROTECTION AS SCHEDULED TO UNDERSIDE OF CEILING PROVIDE HORIZONTAL FRT BLOCKING FOR FIXTURES AND TOILET ACCESSORIES AS REQUIRED WALL TILE AS SCHEDULED SETTING BED 1/4" CEMENTITIOUS BACKER BOARD 1/2" FRT PLYWOOD SHEATHING S2e FIRE RATING 2 HR ASSEMBLY NO. U433 N/A N/A STC STC. TEST # 5 1/4" SCHEDULED CEILING SOUND ATTENUATION BATT INSULATION 4" METAL CH STUD SYSTEM 2 LAYERS 5/8" TYPE 'X' GWB, FINISH AS SCHEDULED CONTINUOUS CH STUD RUNNER WALL BASE AS SCHEDULED CONTINUOUS FIRE RATED SEALANT FINISHED FLOOR AS SCHEDULED UNDERSIDE OF STRUCTURE 3/ 8 " CONTINUOUS FIRE RATED SEALANT 2 HOUR RATED PARTITION FIRE RESISTIVE HEAD-OF-WALL DYNAMIC JOINT SYSTEM UL HW-D-0119 SHAFTWALL LINER PANEL (1") S2e AS SHOWN S2f WITH 6" CH STUDS *FIRESTOP ALL PENETRATIONS S2d WITH 21/2" CH STUDS SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 G-003 PARTITION DETAILS Project Number 11/22/24 1 1/2" = 1'-0"16 TYPICAL DOOR OFFSET DETAIL 1 1/2" = 1'-0"17 ABOVE-CEILING STUD TERMINATION DETAILS 1 1/2" = 1'-0"19 TYPICAL FRAMING LAYOUT 1 1/2" = 1'-0"11 TYPICAL GWB CEILING DETAIL 6" = 1'-0"12 TYPICAL STUD HEADER DETAIL 6" = 1'-0"13 DELFECTION TRACK DETAIL SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 G-101 CODE SUMMARY Project Number 11/22/24 1 18201 1 2025.01.31 GFO HANGAR PERMIT SET 1 1 1 1 1 G5 0 0 G5 0 0 CELLRANG EYCELLRANG EXNAM E LIFE SAFETY PLAN LEGEND ROOM NAME ROOM NUMBERROOM AREAROOM TAG NUMBER OF OCCUPANTS Room name (99,999 SF) 999 101 34" 888888 ACTUAL CLEAR INCHES ACTUAL OCCUPANTS MAX OCCUPANTS EXIT WIDTH DISTANCE BETWEEN EXITS REQUIRED ACTUAL MAXIMUM AREA DIAGONAL EXIT ACCESS TRAVEL DISTANCE ACTUALALLOWABLE X' X' X' X' X' FEC FEC - FIRE EXTINGUISHER IN FIRE EXTINGUISHER CABINET PFE - WALL-MOUNTED FIRE EXTINGUISHER EXIT SIGN - COORDINATE LOCATIONS AND REQUIREMENTS W/ ELEC DRAWINGS PFE WFE - WHEELED FIRE EXTINGUISHERWFE ACTUAL AREA SERVICED BY FE: 15,600 SF HAZARD LEVEL: ORDINARY CLASS ABC MIN / SF / A: 1,500 SF EXTINGUISHER TYPE: WFE (4A:50B:C) SF / EXTINGUISHER: 6,000 SF NUMBER OF EXTINGUISHERS: 4 WFE MAX. SF OF AREA SERVED: 24,000 SF MAX TRAVEL DISTANCE: 50' SF ACTUAL MAX. TRAVEL DISTANCE: 50' SF FIRE EXTINGUISHER CALCULATIONS PLAN NORTH TRUE NORTH NN (15214.07 SF) 31 HANGAR 100 (337.23 SF) 2 PARTS STORAGE 116 (220.08 SF) 15 CONFERENCE 106 (312.50 SF) 4 OPEN OFFICE 103 (118.60 SF) 2 OFFICE 105 (115.99 SF) 8 SEATING 101A (88.96 SF) 0 RESTROOM 107 (98.50 SF) 0 RESTROOM 108 (42.00 SF) 1 JANITOR 109 (137.34 SF) 2 BREAK 111 (117.04 SF) 1 ELEC/ IT 114 (12.00 SF) 1 CLOSET 112 (112.36 SF) 0 LOBBY 101 (WORST CASE SHOWN) 125 200' 1 7 5 87' 100' PORTABLE WHEELED FIRE EXTINGUISHER (WFE) TYP. PORTABLE FIRE EXTINGUISHER (PFE) TYP. PORTABLE WHEELED FIRE EXTINGUISHER (WFE) TYP. PORTABLE FIRE EXTINGUISHER (PFE) TYP. PORTABLE WHEELED FIRE EXTINGUISHER (WFE) TYP. PORTABLE FIRE EXTINGUISHER (PFE) TYP. PORTABLE WHEELED FIRE EXTINGUISHER (WFE) TYP. PORTABLE FIRE EXTINGUISHER (PFE) TYP. F.E.C. 120 (W O R S T C A S E S H O W N ) 84 ' 20 0 ' 2 HOUR RATED ROOM CONTAINING ERCCS EQUIPMENT- SEE ELECTRICAL 34 1/4" 171 34" 17011 34" 17011 34" 17011 31 2 HOUR FIRE SHUTTER TIED INTO FIRE ALARM RATED DOOR WITH CLOSER RATED DOOR WITH CLOSER 2 HOUR RATED WALL SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024 THE WILSON GROUP ARCHITECTS ALL RIGHTS RESERVED • PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE WILSON GROUP ARCHITECTS WK DICKSON CIVIL ENGINEER THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 www.twgarchitects.com NC Cert. No.: 51140 - A R C H I T E C T S - Wilmington International Airport 1820 Flightline Road Wilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301 Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201 Wilmington. NC 28401 CBHF ENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER 2246 Yaupon Drive Wilmington. NC 28401 ENGINEERING CONSULTING SERVICES (ECS) GEOTECHNICAL ENGINEER 6714 Netherlands Drive Wilmington. NC 28405 MONTEITH CONSTRUCTION GENERAL CONTRACTOR 208 Princess Street Wilmington. NC 28401 LS-101 FIRST FLOOR LIFE SAFETY Project Number 11/22/24 1/8" = 1'-0"1 FIRST LEVEL LIFE SAFETY PLAN CALCULATIONS (A) ROOM NUMBER (B) ROOM NAME (C) OCCUPANCY TYPE (D) AREA (E) AREA PER OCCUPANT (F) ACTUAL OCCUPANTS (D/E) (I) OTHER INCHES/OCC (J) OTHER INCHES REQ (F*I) FIRST LEVEL 100 HANGAR AIRCRAFT HANGAR (GROSS) 15220.22 SF 500.00 SF 31 0.2 6.09" 101 ENTRY/ LOBBY BUSINESS AREA (GROSS) 253.19 SF 100.00 SF 3 0.2 0.51" 102 CORR INCIDENTAL 153.72 SF 0.00 SF 0.2 103 OPEN OFFICE BUSINESS AREA (GROSS) 327.00 SF 100.00 SF 4 0.2 0.65" 105 OFFICE BUSINESS AREA (GROSS) 123.51 SF 100.00 SF 2 0.2 0.25" 106 CONFERENCE ASSEMBLY (TABLE AND CHAIRS) 236.73 SF 15.00 SF 16 0.2 3.16" 107 RESTROOM N/A 88.96 SF 0.00 SF 0.2 108 RESTROOM N/A 98.96 SF 0.00 SF 0.2 109 JAN STORAGE 41.67 SF 300.00 SF 1 0.2 0.03" 110 CORR INCIDENTAL 95.03 SF 0.00 SF 0.2 111 BREAK BUSINESS AREA (GROSS) 136.72 SF 100.00 SF 2 0.2 0.27" 112 CLOSET STORAGE 12.00 SF 300.00 SF 1 0.2 0.01" 114 ELEC/ IT ACCESSORY STORAGE 115.09 SF 300.00 SF 1 0.2 0.08" 115 RISER ACCESSORY STORAGE 8.64 SF 300.00 SF 1 0.2 0.01" 116 PARTS STORAGE STORAGE 341.11 SF 300.00 SF 2 0.2 0.23" 64 11.27" GRAND TOTALS 64 11.27" 1 1 1 1 1 2025.01.31 GFO HANGAR PERMIT SET