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HomeMy WebLinkAbout2024-11-22 GFO Hangar - 100� PackageSHEET 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 1740 Airport Boulevard 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 TBD Flightline Road Wilmington, NC 28405 November 22, 2024 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 1740 Airport Boulevard 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 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 11/22/24 LS-101 FIRST FLOOR LIFE SAFETY CIVIL REV. CURRENT REVISION DATE ORIGINAL ISSUANCE DATE SHEET NO.SHEET NAME 11/22/24 C2 GENERAL NOTES 11/22/24 C3 CONSTRUCTION SAFETY, PHASING, AND SECURITY PLAN 11/22/24 C4 EXISTING CONDITIONS AND DEMOLITION PLAN 11/22/24 C5 SITE LAYOUT PLAN 11/22/24 C6 GRADING, DRAINAGE AND EROSION CONTROL PLAN 11/22/24 C7 STORM DRAINAGE PROFILES 11/22/24 C8 APRON JOINT LAYOUT PLAN, JOINT ELEVATION PLAN AND DETAILS 11/22/24 C9 UTILITY PLAN 11/22/24 C10 EROSION CONTROL DETAILS-1 11/22/24 C11 EROSION CONTROL DETALS-2 11/22/24 C12 CONSTRUCTION DETAILS 11/22/24 C13 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 11/22/24 A-101 FIRST FLOOR PLAN 11/22/24 A-111 FIRST FLOOR CEILING PLAN 11/22/24 A-121 ROOF PLAN 11/22/24 A-201 BUILDING ELEVATIONS 11/22/24 A-202 BUILDING ELEVATIONS 11/22/24 A-301 BUILDING SECTIONS 11/22/24 A-302 BUILDING SECTIONS 11/22/24 A-401 ENLARGED PLANS 11/22/24 A-402 ENLARGED PLANS 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 1740 Airport Boulevard 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 1740 Airport Boulevard 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 1740 Airport Boulevard 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 G5 0 0 G5 0 0 CELLRANG EYCELLRANG EXNAM EREQUIRES REVIEW AND EDIT 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 EXTINGUISHERWFEREQUIRES REVIEW AND EDIT ACTUAL AREA SERVICED BY FE: 15,600 SF HAZARD LEVEL: ORDINARY CLASS ABC MIN / SF / A: 1,500 SF EXTINGUISHER TYPE: WFE (4A:60B: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 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 1740 Airport Boulevard 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" PROJECT DESCRIPTION: THE INTENT OF THIS PROJECT IS TO CONSTRUCT AN AIRPLANE HANGAR AT THE VACANT LOT WEST OF THE EXISTING AEROCENTER BUILDING OFF FLIGHTLINE ROAD. THE PROJECT INCLUDES ASPHALT AND CONCRETE PAVING, STORM DRAINAGE, UTILITY SERVICES AND A HANGAR BUILDING. GENERAL NOTES: 1.THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING FAMILIARIZED HIMSELF/ HERSELF WITH THE EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. 2.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND OWNER A DETAILED CONSTRUCTION PROGRESS SCHEDULE AND QUALITY CONTROL PROGRAM (QCCP) AS DESCRIBED IN THE CONTRACT MANUAL PRIOR TO NOTICE TO PROCEED. 3.THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH THE ENGINEER AND THE AIRPORT OWNER. AIRPORT OWNER AND ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY CHANGES IN SCHEDULE SO THAT OWNER MAY INFORM ALL AFFECTED PARTIES OF CLOSURES. 4.ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE CONTRACTOR'S WORKERS OR EQUIPMENT SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE BY THE END OF THE WORKING DAY TO THE SATISFACTION OF THE OWNER AND ENGINEER. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS, LICENSES, ETC., REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES, EXCEPT AS NOTED HEREIN. WK DICKSON SHALL PROVIDE THE INITIAL NCDEQ EROSION AND SEDIMENT CONTROL PERMIT. 6.A LAND DISTURBANCE PERMIT IS REQUIRED. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED PER THESE PLANS. THE ENGINEER WILL PROVIDE THE CONTRACTOR WITH THE APPROVED EROSION CONTROL PERMIT BEFORE NOTICE TO PROCEED. 7.ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, GRADING LIMITS, ETC., SHALL BE RESTORED TO A SMOOTH LINE AND GRADE WITH POSITIVE DRAINAGE. THE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS IN ACCORDANCE WITH PLANS AND SPECIFICATIONS (THERE WILL BE NO MEASUREMENT OR PAYMENT OF ADDITIONAL SEEDING AND MULCHING FOR HAUL ROUTES AND STAGING AREAS. THIS WORK SHALL BE INCIDENTAL TO MOBILIZATION). 8.THE CONTRACTOR WILL BE REQUIRED TO TRANSPORT AND STORE ALL EQUIPMENT AND MATERIALS IN A MANNER WHICH WILL NOT DAMAGE ANY EXISTING PAVEMENT, BUILDINGS, SIGNS, LIGHTS, ETC. ANY DAMAGE WILL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER AT NO COST TO THE OWNER. THE CONTRACTOR SHALL KEEP ACCESS ROUTES CONTINUOUSLY CLEAN AND FREE OF LOOSE DEBRIS FROM CONSTRUCTION MATERIALS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR CLEARING ALL PAVEMENTS TRAVERSED BY CONSTRUCTION EQUIPMENT OF DEBRIS DAILY. 9.THE CONTRACTOR AND THE PROJECT ENGINEER/AIRPORT REPRESENTATIVE SHALL HAVE A PRE-CONSTRUCTION WALK-THRU TO DOCUMENT EXISTING CONDITIONS OF AIRPORT FACILITIES AND PAVEMENT. 10.NO DEBRIS OF ANY NATURE SHALL BE ALLOWED OUTSIDE OF THE CONSTRUCTION AREAS. ALL LOOSE MATERIALS (MILLINGS, DIRT, STONE, PAVEMENT, FORMING, ETC.) MUST BE KEPT WITHIN THE LIMITS OF CONSTRUCTION. WHEN THE CONSTRUCTION BARRIERS ARE MOVED DURING CONSTRUCTION, CLEANUP OF THE AREAS OUTSIDE THE BARRIERS SHALL OCCUR IMMEDIATELY. IN ADDITION, NO LOOSE MATERIALS THAT COULD BLOW INTO AIRCRAFT OPERATIONS AREA SHALL BE ALLOWED IN THE CONSTRUCTION AREA. CONTRACTOR MUST HAVE A POWER BROOM AND VACUUM TRUCK IN GOOD WORKING ORDER ONSITE AT ALL TIMES FOR DEBRIS REMOVAL. CONTRACTOR MUST HAVE A WATER TRUCK ON-SITE AT ALL TIMES FOR DUST CONTROL. 11.STAGING AREA SHALL BE USED FOR CONSTRUCTION EQUIPMENT ONLY. CONTRACTOR MAY NEGOTIATE WITH OWNER FOR AREAS ON AIRPORT PROPERTY TO USE AS A STAGING AREA IF ADDITIONAL AREA IS REQUIRED. EQUIPMENT NOT IN USE SHALL BE PARKED IN THE CONTRACTOR'S ESTABLISHED STAGING AREA. 12.THE CONTRACTOR SHALL PROVIDE FOR EMPLOYEE PARKING WITHIN HIS STAGING AREA. ONLY AUTHORIZED VEHICLES WILL BE ALLOWED INSIDE THE SECURITY FENCE. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL POSITION ALL EQUIPMENT, TOOLS, MATERIAL, ETC. IN THE APPROVED STAGING AREA UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER OR OWNER. 13.CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING SECURITY OF STAGING AREAS. 14.CONTRACTORS OPERATING CONSTRUCTION VEHICLES AND EQUIPMENT ON THE AIRPORT MUST BE PREPARED TO EXPEDITIOUSLY CONTAIN AND CLEAN-UP SPILLS RESULTING FROM FUEL OR HYDRAULIC FLUID LEAKS. TRANSPORT AND HANDLING OF OTHER HAZARDOUS MATERIALS ON AN AIRPORT ALSO REQUIRES SPECIAL PROCEDURES. SEE AC 150/5320-15, MANAGEMENT OF AIRPORT INDUSTRIAL WASTE. 15.CONTRACTOR MUST PROVIDE A REVISED EROSION AND SEDIMENT CONTROL PLAN & AMENDED FINANCIAL RESPONSIBILITY FORM WITH ADDITIONAL FEES TO BE SUBMITTED TO NCDEQ. THE PLAN SHALL BE APPROVED BY THE OWNER PRIOR TO INITIATING ACTIVITIES & APPROVED BY THE OWNER PRIOR TO INITIATING ACTIVITIES NOT COVERED UNDER PREVIOUS NCDEQ APPROVAL. 16.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL DESIGNATE A PRIMARY REPRESENTATIVE AND AN ALTERNATE TO BE AVAILABLE FOR CONTACT ON A 24 HOUR BASIS SHOULD THE NEED ARISE. THE CONTRACTOR SHALL PROVIDE THE PRIMARY REPRESENTATIVE FOR EACH SCHEDULE OF WORK WITH A PHONE/RADIO FOR COMMUNICATION WITH THE OWNER. 17.THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS AS SHOWN ON THE CONSTRUCTION SAFETY AND PHASING PLAN. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE ENGINEER TO MINIMIZE DISRUPTION TO LOCAL TRAFFIC OPERATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH SAFETY REQUIREMENTS & TO MINIMIZE INTERFERENCE TO LOCAL TRAFFIC OPERATIONS DURING CONSTRUCTION. 18.AREAS OUTSIDE THE PROJECT LIMITS ARE DESIGNATED AS RESTRICTED AREAS. THE CONTRACTOR'S FORCES ARE PROHIBITED FROM ENTERING RESTRICTED AREAS AT ANY TIME, UNLESS SPECIFICALLY AUTHORIZED BY THE ENGINEER OR OWNER. 19.CONTRACTOR SHALL NOT STOCKPILE MATERIALS OR LEAVE EQUIPMENT IN THE RUNWAY OR TAXIWAY OBJECT FREE AREA AT ANY TIME. 20.CONTRACTOR SHALL MAINTAIN ALL SAFETY DEVICES SUCH AS STAKED LIMIT LINES, FOR THE DURATION OF THE PROJECT AS REQUIRED. DAMAGED STAKES OR FLAGGING SHALL BE REPLACED IMMEDIATELY. 21.CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, IDENTIFICATION, & PROTECTION OF ALL EXISTING UTILITIES (BOTH PUBLIC & PRIVATE) & NAVAIDS IN CONSTRUCTION AREA. ANY DAMAGES TO EXISTING UTILITIES OR NAVAIDS ON OR OFF AIRPORT PROPERTY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE REPAIRED IMMEDIATELY TO THE SATISFACTION OF THE ENGINEER. NO REIMBURSEMENT WILL BE ALLOWED FOR UTILITY/NAVAID LOCATION, REPAIR, OR REPLACEMENT. CONTRACTOR SHALL NOTIFY THE AIRPORT IMMEDIATELY OF ANY DAMAGES TO UTILITIES OR NAVAIDS DURING CONSTRUCTION. EXTENSION OF PROJECT SCHEDULE FOR DAMAGE AND REPAIR OF UTILITIES WILL NOT BE CONSIDERED. 22.THE CONTRACTOR & HIS/HER EMPLOYEES SHALL NOT BE ALLOWED INTO ANY EXISTING BUILDINGS. A PORT-A-JOHN SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ON SITE AT ALL TIMES CONTRACTOR SHALL SECURE PORT-A-JOHN TO PREVENT IT FROM MOVING. NOTICE TO CONTRACTOR: 1.THE CONTRACTOR SHALL FIELD VERIFY THE ONSITE BENCHMARKS. THE CONTRACTOR SHALL IMMEDIATELY CONTACT W.K. DICKSON & CO., INC. @ 910.762.4200 IF ANY DISCREPANCIES ARE FOUND IN ELEVATIONS SHOWN. 2.PRIOR TO CONSTRUCTION, DIGGING, OR EXCAVATION THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS THROUGH THE AREA(S) OF CONSTRUCTION, WHETHER INDICATED ON THE PLANS OR NOT. CALL "811" A MINIMUM OF 72 HOURS PRIOR TO DIGGING OR EXCAVATING. REPAIRS TO ANY UTILITY DAMAGED RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3.THE CONTRACTOR SHALL ANTICIPATE THE NEED FOR PRIVATE UTILITY LOCATES AND THE ASSOCIATED COST IF 811 DOES NOT LOCATE ALL UTILITIES. 4.PLEASE NOTE THAT N.C. LAW REQUIRES THAT THE NC ONE CALL CENTER BE NOTIFIED PRIOR TO PERFORMING ANY EXCAVATION. CALL 811 OR 1-800-632-4949 OR VISIT WWW.NCOCC.ORG SURVEY NOTES: 1.THE UTILITIES SHOWN HEREON ARE BASED UPON ABOVE-GROUND VISIBLE EVIDENCE AND SUBSURFACE UTILITY ENGINEERING QUALITY LEVEL B DESIGNATION BY STEWART. MARKINGS ARE TO BE CONSIDERED APPROXIMATE AND FOLLOW GUIDELINES SET BY THE NORTH CAROLINA UNDERGROUND UTILITY SAFETY AND DAMAGE PREVENTION ACT. THE TOLERANCE ZONE IS DESCRIBED AS 24 INCHES ON EITHER SIDE OF THE MARKED CENTER LINE OF THE UTILITY, OR IF THE DIAMETER OF THE FACILITY IS KNOWN, THE DISTANCE OF ONE-HALF OF THE KNOWN DIAMETER PLUS 24 INCHES ON EITHER SIDE OF THE OUTSIDE MARKED EDGE. THE LOCATION AND DEPTH OF UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR OR OWNER BEFORE COMMENCING CONSTRUCTION OR DIGGING. 2.THE FOLLOWING INFORMATION WAS USED FOR THE EXISTING SURVEY: ·HORIZONTAL POSITIONS ARE REFERENCED TO NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NAD 83 (2011) DATUM. ·ELEVATIONS SHOWN HEREON ARE RELATIVE TO NAVD88. ·ORIGINAL DATA WITHIN THE SURVEY BOUNDARY WAS OBTAINED FROM STEWART, PLLC., SURVEY DATED MAY 2024. SURVEY SIGNED AND SEALED BY DURWAD S. LEGGETT, LICENSE # L-5085. ·MISC. EXISTING UTILITY LOCATIONS OUTSIDE THE SURVEY BOUNDARY OBTAINED FROM STEWART SURVEY PERFORMED UNDER PROJECT NO. 2022030500WL AND FROM HISTORIC DRAWINGS BY TALBERT AND BRIGHT DATED JULY 18, 2018 AND J M SMITH ENGINEERING DATED SEPTEMBER 14, 2020. ALL LOCATIONS ARE APPROXIMATE. ·MISC. EXISTING PLANIMETRICS, TOPOGRAPHIC INFORMATION AND STORMWATER DRAINAGE STRUCTURES AND PIPES OUTSIDE THE SURVEY BOUNDARY FROM HISTORIC DRAWINGS BY TALBERT AND BRIGHT DATED JULY 18, 2018, J M SMITH ENGINEERING DATED SEPTEMBER 14, 2020 AND FROM AERIAL LIDAR DATA AND IMAGERY. ALL LOCATIONS ARE APPROXIMATE. ·PLANIMETRIC DATA OF THE EXISTING AERO CENTER HANGAR BUILDING, DRIVEWAY AND PARKING LOT OBTAINED FROM ARCHITECTURAL DRAWINGS BY SANDBAR ARCHITECTURE. ALL LOCATIONS ARE APPROXIMATE. ·COMBINED SCALE FACTOR=1.00002509 ·COORDINATES SHOWN HEREON ARE GROUND COORDINATES BASED ON NGS "ILM B". 2.ALL DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS IN FEET & DECIMALS THEREOF, UNLESS OTHERWISE NOTED. 3.NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR AS TO THE FOLLOWING: UNDERGROUND STORAGE FACILITIES; GRAVES, CEMETERIES, OR BURIAL GROUNDS; HAZARDOUS WASTE DEPOSITS OR MATERIALS. 4.ALL DISTANCES ARE HORIZONTAL GRID DISTANCES IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED. 5.PROPERTY LINE DATA SHOWN HEREON FROM THE NEW HANOVER COUNTRY GIS WEBSITE. 6.DATE OF SURVEY: 04/30/2024. 7.THIS SURVEY IS IN ZONE AS ACCORDING TO FEMA FLOOD MAP NUMBER 3720312900K, EFFECTIVE ON 8/28/2018. 8.CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING ADDITIONAL CONTROLS THAT MAY BE NEEDED THROUGHOUT THE PROJECT. 9.ALL FIELD RUN SURVEY PERFORMED BY THE CONTRACTOR'S SURVEYOR SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST VERSIONS OF AC-150/5300-16, AC-150/5300-17, AND AC-150/5300-18. 10.PLEASE NOTE THAT N.C. LAW REQUIRES THAT THE NC ONE CALL CENTER BE NOTIFIED PRIOR TO PERFORMING ANY EXCAVATION. CALL 811 OR 1-800-632-4949 OR VISIT WWW.NCOCC.ORG RCP SEWER MANHOLE REINFORCED CONCRETE PIPE EXISTING CONDITIONS LEGEND: NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF-INSPECTION PROGRAM: THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1ST, 2010. THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF-INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS MUST BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH THE NPDES GROUNDCOVER TIMETABLE. THE SELF-INSPECTION AND SELF-MONITORING COMBINED FORM IS AVAILABLE AS A PDF FROM: HTTPS://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-RESOURCES/ EROSION-SEDIMENT-CONTROL/FORMS. IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE WILMINGTON REGIONAL OFFICE AT 910-796-7215. EROSION CONTROL NOTES 1.CONTRACTOR SHALL INSTALL EC DEVICES AS SHOWN ON PLAN SHEET C6. E&S CONTROLS SHALL BE INSTALLED DOWNSLOPE OF THE PROPOSED DISTURBANCE AS SHOWN ON THE PLANS AND SHALL BE PROPERLY FUNCTIONING BEFORE ANY LAND DISTURBANCE TAKES PLACE. 2.EACH PHASE IS TO BE WORKED UNTIL COMPLETION PER THE PHASING PLAN AND NOTES. EACH PHASE MUST BE COMPLETED BEFORE PROCEEDING TO THE NEXT PHASE. 3.A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD AT LEAST ONE WEEK IN ADVANCE OF CONSTRUCTION. 4.THE CONTRACTOR SHALL CONTACT THE NCDEQ WILMINGTON REGIONAL OFFICE AT 910-796-7215 FOR NOTIFICATION OF PLANNED CONSTRUCTION ACTIVITIES. THE NOTIFICATION SHALL BE AT LEAST 72 HOURS PRIOR TO LAND DISTURBING ACTIVITIES. 5.A COPY OF THE APPROVAL LETTER, A COPY OF THE NPDES PERMIT AND A MINIMUM OF ONE-MONTH OF SELF-INSPECTION REPORTS SHALL ALWAYS BE KEPT ON SITE. THE CONTRACTOR SHALL KEEP RECORDS CURRENT UNTIL THE SITE IS RELEASED BY THE WILMINGTON REGIONAL OFFICE. 6.EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR. THE COC CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE OF INTENT (E-NOI) FORM AT DEQ.NC.GOV/NCG01. PLEASE NOTE, THE E-NOI FORM MAY ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED. A COPY OF THE E&SC PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON SITE, PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE DURING INSPECTION. 7.WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE-OUT VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT. 8.UPON APPROVAL FROM THE NCDEQ INSPECTOR AND THE ENGINEER, REMOVE TEMPORARY EROSION CONTROL MEASURES AND STABILIZE ANY EXPOSED BARE EARTH. 9.THE USE OF MILLET, LESPEDEZA OR BAHIA GRASS IS PROHIBITED. 10.ALL SEEDING AND MULCHING SHALL BE APPLIED VIA HYDROSEEDING/HYDROMULCHING METHODS. 11.A GRASS STAND SHALL BE CONSIDERED ADEQUATE WHEN BARE SPOTS ARE ONE SQUARE FOOT OR LESS, RANDOMLY DISPERSED, AND DO NOT EXCEED 3% OF THE AREA SEEDED. 12.AREAS THAT WASHOUT DUE TO STORM EVENTS WILL NOT RECEIVE MULTIPLE PAYMENTS FOR RE-SEEDING THESE AREAS. THE CONTRACTOR SHALL REPAIR WASHED OUT AREAS AT NO ADDITIONAL COST TO THE OWNER. 13.THE CONTRACTOR SHALL USE A SILT BAG FOR DEWATERING AS NEEDED. NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR DEWATERING OPERATIONS. DEWATERING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 14.DISTURBANCE IS LIMITED TO 2.0 ACRES. ANY DISTURBANCE BEYOND THE LIMITS SHOWN ON THE PLANS IS A VIOLATION PUNISHABLE BY NCDEQ. CONSTRUCTION SEQUENCE 1.MOBILIZE ON SITE, ESTABLISH LIMITS OF CONSTRUCTION, AND SET UP STAGING AREAS. CONTRACTOR SHALL PROVIDE EROSION CONTROL INSPECTIONS THROUGHOUT THE PROJECT AND KEEP DOCUMENTATION OF THESE INSPECTIONS AVAILABLE AND ON SITE. 2.INSTALL TEMPORARY CONSTRUCTION ENTRANCES. 3.INSTALL EROSION CONTROL DEVICES AS SHOWN ON THE PLAN SHEETS AND IN ACCORDANCE WITH THE PHASING PLAN SEQUENCE DOWNSLOPE OF THE PROPOSED CONSTRUCTION ACTIVITY. AS NOTED ABOVE, THE EROSION CONTROL DEVICES SHALL BE INSTALLED AND PROPERLY FUNCTIONING PRIOR TO LAND DISTURBANCE ACTIVITIES. 4.ONCE THE EROSION CONTROL DEVICES ARE INSTALLED IN ACCORDANCE WITH THE APPROVED PLAN DRAWINGS, THE CONTRACTOR MAY PROCEED WITH THE PROJECT CONSTRUCTION WORK AND INCLUDES THE REMAINING PROPOSED LAND DISTURBING OPERATIONS. 5.AS CONSTRUCTION PROGRESSES THE CONTRACTOR SHALL ENSURE ALL AREAS ARE STABILIZED PER THE SEEDING SCHEDULE SHOWN ON PLAN SHEET C9. EROSION CONTROL MAINTENANCE MEASURES 1.ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR STABILITY AND FUNCTIONALITY FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY BY THE CONTRACTOR TO MAINTAIN ALL PRACTICES AS DESIGNED. 2.GROUND COVER SHALL BE IN ACCORDANCE WITH THE CONDITIONS OF THE NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. SEE THE GROUND COVER SCHEDULE FOUND ON SHEET C10 OF THE PLANS. 3.ALL EROSION CONTROL MEASURES SHALL BE PROPERLY MAINTAINED BY THE CONTRACTOR THROUGHOUT THE COURSE OF THE PROJECT AND UNTIL A VIGOROUS STAND OF PERMANENT GRASS GROUNDCOVER HAS BEEN ESTABLISHED AND ACCEPTED. REFER TO THE DETAIL SHEETS FOR DETAILED MAINTENANCE OF EACH PLANNED EROSION CONTROL MEASURES. 4.ONCE CONSTRUCTION IS COMPLETE NOTIFY THE ENGINEER AND NCDEQ TO PERFORM A FINAL INSPECTION TO VERIFY THAT ADEQUATE PERMANENT GRASS GROUNDCOVER HAS BEEN ESTABLISHED. UPON APPROVAL REMOVE ALL TEMPORARY EROSION CONTROL FEATURES. AREAS AFFECTED BY THE REMOVAL SHALL BE RESEEDED AND MULCHED. DRAINAGE NOTES 1.ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NCDOT SPECIFICATIONS AS SPECIFIED ON THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS. 2.BEDDING FOR ALL STORM SEWER PIPES SHALL BE AS SPECIFIED IN THE DETAILS UNLESS OTHERWISE SHOWN ON THE DRAWINGS. 3.ALL DRAINAGE PIPES SHALL BE ASTM C-76 CLASS III RCP UNLESS NOTED OTHERWISE. IMMEDIATELY NOTIFY THE ENGINEER IF COVER CANNOT BE MET. CLASS IV OR CLASS V RCP, OR DUCTILE IRON PIPE SHALL BE USED WHERE COVER CANNOT BE PROVIDED. CONTRACTOR SHALL SUBMIT SHOP DRAWING SUBMITTALS AND OBTAIN APPROVAL FOR MATERIAL CHANGES IN WRITING. 4.ALL PIPES SHALL BE FLUSH WITH INSIDE WALL OF CONCRETE OR MASONRY STRUCTURES. 5.BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LAID IN ACCORDANCE WITH DETAILS AND INSPECTED BY OWNERS ON-SITE REPRESENTATIVE. 6.UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN OPEN TRENCHES AFTER THE PIPE HAS BEEN PLACED. 7.ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE. 8.RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATION PURPOSES ONLY. ACTUAL RIM ELEVATIONS SHALL BE SET BASED ON PROPOSED FINISHED GRADE AS STAKED IN THE FIELD. 9.SET GRATES OF STRUCTURES TO 0.1-FEET BELOW THE SURROUNDING GRADES. 10.CULVERTS, DITCH-LINES, OR RIP-RAP DISTURBED BY THIS CONSTRUCTION WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR TO AN EQUAL OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE. GRADING NOTES: 1.PROPOSED CONTOURS SHOWN INDICATE FINISHED GRADES. ALL ELEVATIONS ARE IN REFERENCE TO THE TOPOGRAPHIC SURVEY BENCH MARK WHICH MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. 2.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING GRADE AT TIE-IN LOCATIONS. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER TO ADJUST GRADE LINES IN ORDER TO SECURE A PROPER TIE-IN. 3.PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHALL BE CONSTRUCTED AT 3:1 (HORIZONTAL TO VERTICAL) MINIMUM. ANY SLOPES EQUAL TO OR STEEPER THAN 3H:1V SHALL HAVE A ROLLED EROSION CONTROL PRODUCT INSTALLED. 4.LIMITS OF CLEARING SHOWN ARE BASED ON CUT & FILL SLOPES AND OTHER GRADING REQUIREMENTS AND ARE APPROXIMATE. ACTUAL LIMITS SHALL BE STAKED BASED ON FINE GRADING REQUIREMENTS. CONTRACTOR SHALL NOT GRADE BEYOND THE APPROVED LIMITS OF CONSTRUCTION WITHOUT APPROVAL FROM THE ENGINEER. 5.GRADING MORE THAN 1 ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS SUBJECT TO A FINE. WV W OHW FO U GUY WIRE UTILITY POLE IRRIGATION CONTROL VALVE WATER VALVE FIRE HYDRANT FIBER OPTIC BOX TELE-COMM BOX WATER HOT BOX CLEAN OUT MAIL BOX PROPERTY LINE - NHCO GIS UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE OVER HEAD WIRE UNKOWN UNDERGROUND UTILITY UNDERGROUND FIBER OPTIC LINE CHAIN LINK FENCE CONTROL POINT E SS GRAVITY SEWER LINE FIRE DEPT. CONN. FIRE MAIN POST INDICATOR WATER IRRIGATION VALVE R/W RIGHT OF WAY TSA TOFA TAXILANE SAFETY AREA TAXILANE OBJECT FREE AREA SHEET NUMBER SHEET TITLE PROJECT NUMBER 20240591.00.WK 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 1740 Airport Boulevard 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 C1 GENERAL NOTES 12/02/2024 POINTS OF CONTACT: AIRPORT DEPUTY DIRECTOR OF OPERATIONS AND MAINTNENACE, GRANSUER DICK:....................................910-341-4333 WK DICKSON & COMPANY, LLC: ........................................................................910-762-4200 ILM UNICOM RADIO FREQUENCY: 122.95 UTILITY CONTACTS DUKE ENERGY: .....................................................................................................1-800-636-0581 PNG (DUKE ENERGY): ..........................................................................................910-251-2814 AT&T: ......................................................................................................................910-547-3260 CFPUA: ...................................................................................................................910-332-6620 X X X XXX AC 79 ' 11 5 ' HBOX D D EXISTING SECURITY FENCE IS AIR OPERATIONS AREA (AOA) TR A S K D R I V E FLIGHTLINE ROAD EX I S T . T A X I W A Y EXIST. AEROCENTER HANGAR COMPLEX EXIST. AEROCENTER HANGAR EXIST.APRON EXIST. AEROCENTER HANGAR LOW PROFILE LIGHTED BARRICADES (ONLY DURING WORK INSIDE TOFA) -SEE DETAIL 1 BELOW PROPOSED SECURITY FENCE PROPOSED SECURITY FENCE PROPOSED DRIVEWAY & PARKING PROPOSED GROUND SUPPORT EQUIPMENT ACCESS DOOR PROPOSED HANGAR KEEP FENCE IN PLACE UNTIL PROPOSED SAFETY FENCE IS INSTALLED AND PRIOR TO APRON CONSTRUCTION - 45 CALENDAR DAYS PROPOSED HAUL ROUTE PROPOSED CONTRACTOR STAGING AREA PROPOSED PHASE 2 WORK AREA PROPOSED PHASE 2A WORK AREA 60 300 60 120 RUNWAY SAFETY AREA RUNWAY OBJECT FREE AREA EXISTING FENCE LINE PARCEL LINE CONTRACTOR HAUL ROUTE LEGEND TAXIWAY SAFETY AREA CONTRACTOR STAGING AREA LIGHTED BARRICADES AIRPORT PROPERTY LINE RSA ROFA TSA AIRFIELD SAFETY AREAS SAFETY AREA TOTAL WIDTH WIDTH (EITHER SIDE OF CL) RUNWAY SAFETY AREA (RSA)150'-0"75'-0" RUNWAY OBJECT FREE AREA (ROFA)500'-0"250'-0" TAXIWAY SAFETY AREA (TSA)79'-0"39'-6" TAXIWAY OBJECT FREE AREA (TOFA)124'-0"62'-0"SHEET NUMBER SHEET TITLE PROJECT NUMBER 20240591.00.WK 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 1740 Airport Boulevard 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 C2 CONSTRUCTION SAFETY, PHASING, AND SECURITY PLAN 12/02/2024 STAGE WORK AREA PHASE 1 CONSTRUCTION PHASING PHASE 1 CONSISTS OF DEMOLITION, GRUBBING, GRADING, INSTALLATION OF TEMPORARY FENCING AND GATE AND INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES. PHASE 2A PHASE 2A CONSISTS OF DEMOLITION, REMOVALS, APRON CONSTRUCTION AND SITE STABILIZATION WITHIN THE TOFA. NOTES: - PHASE 1 ENCOMPASES THE ENTIRE WORK AREA AND INCLUDES INSTALLATION OF EROSION CONTROL MEASURES. - PHASE 2A MAY BE COMPLETED SIMULTANEOUSLY WITH PHASE 2 AS PRACTICAL. - CONTRACTOR SHALL COORDINATE ALL PHASES/WORK WITH THE RPR AND AIRPORT MANAGEMENT REGARDING SITE ACCESS, HAUL ROUTES AND ISSUANCE OF NOTAMS. SAFETY AND SECURITY NOTES: THROUGHOUT THE CONSTRUCTION PROJECT, THE FOLLOWING SAFETY AND OPERATIONAL PRACTICES SHALL BE OBSERVED: 1.CONTRACTOR SHALL MONITOR UNICOM FREQUENCY: 122.95 2.THE CONTRACTOR SHALL PROVIDE AT LEAST 72 HOURS’ NOTICE TO THE OWNER BEFORE ACCESSING ANY WORK AREA UNLESS OTHERWISE NOTED. 3.THE CONTRACTOR SHALL GIVE WAY TO AIRCRAFT AT ALL TIMES. 4.THE CONTRACTOR SHALL COORDINATE AND MANAGE INGRESS-EGRESS LOCATIONS WITH THE OWNER. ALL GATES TO SECURED AIRPORT AREAS SHALL BE CONTROLLED IN ACCORDANCE WITH THE OWNER’S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL GATES AT THE END OF EACH DAY’S OPERATIONS. 5.ALL CONSTRUCTION VEHICLES MUST BE CLEARED FOR ACCESS BY THE OWNER. ALL VEHICLES OPERATING IN ACTIVE AIR OPERATION AREAS SHALL BE MARKED AND LIGHTED IN ACCORDANCE WITH FAA ADVISORY CIRCULAR 150/5210-5. 6.THE CONTRACTOR SHALL PROVIDE STRICT SECURITY FOR ALL PERSONNEL AT THE SITE, INCLUDING TRUCK DRIVERS HAULING MATERIALS AND EQUIPMENT. UNAUTHORIZED PERSONS FOUND IN RESTRICTED AREAS OR CROSSING ACTIVE RUNWAYS, TAXIWAYS, AND RAMPS WILL BE PERMANENTLY REMOVED FROM THE JOB. 7.AT NO TIME WILL THE CONTRACTOR’S PERSONNEL OR EQUIPMENT BE ALLOWED IN THE TERMINAL OR AIRCRAFT PARKING RAMP AREAS EXCEPT IN THE AREAS IMMEDIATELY ADJACENT TO THE PROJECT WORK AREAS. 8.THE CONTRACTOR SHALL PROVIDE FOR EMPLOYEE PARKING WITHIN OR ADJACENT TO HIS STAGING AREA. ONLY AUTHORIZED VEHICLES WILL BE ALLOWED INSIDE THE SECURITY FENCE. AT THE END OF EACH WORKDAY, ALL EQUIPMENT, TOOLS, AND MATERIALS SHALL BE POSITIONED IN THE APPROVED STAGING AREA UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 9.EQUIPMENT NOT IN USE SHALL BE PARKED IN THE CONTRACTOR’S STAGING AREA OR IN AREAS DESIGNATED BY THE OWNER. IDLE EQUIPMENT NOT REQUIRED FOR THIS PROJECT SHALL NOT BE STORED WITHIN THE AIRPORT OPERATION AREA. 10.BARRICADES AND GATE CONTROL, INCLUDING GATE GUARDS, SHALL BE PROVIDED BY THE CONTRACTOR. 11.PROJECT ACCESS LOCATIONS, HAUL ROUTES, AND STAGING AREAS SHALL BE COORDINATED WITH THE OWNER. THESE AREAS SHALL BE AVAILABLE TO THE CONTRACTOR FOR THE DURATION OF THE PROJECT, UNLESS OTHERWISE NOTED. 12.WORK INVOLVING ACCESS TO THE AIRPORT SHALL CONFORM TO THE REQUIREMENTS OF THE N.C.D.O.T. "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" (LATEST VERSION). THE CONTRACTOR SHALL PROVIDE THE REQUIRED WARNING DEVICES, FLAGMEN, ETC., FOR TRAFFIC CONTROL. 13.ALL REQUIREMENTS OF FAA ADVISORY CIRCULAR 150/5370-2, "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION" SHALL BE FOLLOWED DURING CONSTRUCTION. 14.THE CONTRACTOR AND OWNER SHALL PERFORM ONSITE INSPECTIONS THROUGHOUT THE PROJECT, WITH IMMEDIATE REMEDY OF ANY DEFICIENCIES, WHETHER CAUSED BY NEGLIGENCE, OVERSIGHT, OR PROJECT SCOPE CHANGE. 15.THE CONTRACTOR SHALL COMPLY WITH ALL AIRPORT RULES AND REGULATIONS, AND SAFETY AND SECURITY REQUIREMENTS. 16.THE CONTRACTOR SHALL BE AWARE OF THE PENALTY PROVISIONS FOR NON-COMPLIANCE WITH AIRPORT RULES AND REGULATIONS AND THESE SAFETY PLANS, INCLUDING RESCISSION OF DRIVING PRIVILEGES OR ACCESS TO THE AIRCRAFT OPERATIONS AREA. 17.ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE PROJECT AREA USING THE CONSTRUCTION ENTRANCES SHOWN ON THESE PLANS. 18.CONSTRUCTION CONTRACTORS SHALL CONTROL AND CONTINUOUSLY REMOVE WASTE OR LOOSE MATERIALS THAT MIGHT ATTRACT WILDLIFE. VARIOUS CONTRACTOR OPERATIONS DURING CONSTRUCTION CAN DIRECTLY OR INDIRECTLY CREATE WILDLIFE HAZARDS AT AIRPORTS. FOOD SCRAPS MUST BE COLLECTED FROM CONSTRUCTION PERSONNEL AND DISPOSED OF APPROPRIATELY. IT IS THE CONTRACTOR’S RESPONSIBILITY TO MAKE ARRANGEMENTS FOR TRASH REMOVAL FROM THE PROJECT SITE AS WELL AS THE CONTRACTOR’S STAGING AREA. TRASH SHALL BE REMOVED FROM THE SITE ON A WEEKLY BASIS AS A MINIMUM REQUIREMENT. SHOULD THIS PRACTICE PROVE TO BE INADEQUATE, THE CONTRACTOR SHALL INCREASE THE FREQUENCY OF TRASH REMOVAL. 19.THE CONTRACTOR SHALL PROVIDE TEMPORARY DRAINAGE DURING CONSTRUCTION TO AVOID STANDING WATER. 20.THE CONTRACTOR IS RESPONSIBLE FOR THE LAYOUT OF THE WORK TO THE LIMITS OF WORK AREAS. 21.ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE CONTRACTOR’S PERSONNEL, SUBCONTRACTORS, OR EQUIPMENT SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR’S EXPENSE. HAND DIGGING TO PROTECT UTILITIES FROM DAMAGE SHOULD BE ANTICIPATED. 22.THE OWNER SHALL OBTAIN AN EROSION CONTROL PERMIT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY OTHER PERMITS, LICENSES, ETC., REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES. 23.A PRE-CONSTRUCTION MEETING AND REGULAR PROJECT SAFETY MEETINGS MUST BE HELD ONSITE AS INSTRUCTED BY THE AIRPORT MANAGER, RESIDENT PROJECT REPRESENTATIVE, OR ENGINEER. 24.THE CONTRACTOR SHALL COORDINATE AND MANAGE INGRESS-EGRESS LOCATIONS WITH THE OWNER. ALL GATES TO SECURED AIRPORT AREAS SHALL BE MANNED/MONITORED CONTINUOUSLY BY THE CONTRACTOR TO CONTROL ACCESS IN ACCORDANCE WITH THE OWNER’S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL GATES AT ALL TIMES. 25.ADDITIONAL WASTE GENERATED BY THE PROJECT SHALL BE DISPOSED OF OFFSITE IN A SAFE, LEGAL MANNER. 26.PERSONNEL, EQUIPMENT, OR OTHER CONSTRUCTION-RELATED MATERIAL WILL NOT BE PERMITTED OUTSIDE OF DESIGNATED WORK AREAS. 27.COORDINATION AND PLACEMENT OF TEMPORARY BARRICADES SHALL BE COMPLETED BY THE CONTRACTOR AND APPROVED BY THE OWNER PRIOR TO CONSTRUCTION ACTIVITY. 28.IN ORDER TO CONSTRUCT THIS PROJECT WITH MINIMAL INTERFERENCE TO AIRPORT OPERATIONS, THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS AS SHOWN ON THE CONSTRUCTION SAFETY AND PHASING PLAN AND HIS APPROVED CONSTRUCTION PROGRESS SCHEDULE. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE ENGINEER TO MINIMIZE DISRUPTION TO AIRPORT OPERATIONS. IT IS THE CONTRACTOR’S RESPONSIBILITY TO ENSURE COMPLIANCE WITH SAFETY REQUIREMENTS AND TO MINIMIZE INTERFERENCE TO AIRPORT OPERATIONS DURING CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT A SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) FOR APPROVAL PRIOR TO NOTICE TO PROCEED. 29.THE CONTRACTOR SHALL OBTAIN, HAVE KNOWLEDGE OF, AND INCORPORATE THE FOLLOWING SAFETY PROVISIONS INTO THE CONSTRUCTION PROJECT: ·OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION - AC 150/5370-2G. ·AIRPORT SAFETY SELF-INSPECTION - AC 150/5200-18C ·SAFETY REQUIREMENTS OF THE SPECIFICATIONS. ·SECURITY REQUIREMENTS OF THE SPECIFICATIONS. ·PROJECT LAYOUT AND CONSTRUCTION SAFETY & PHASING PLAN. PHASE 2 PHASE 2 CONSISTS OF FINE GRADING, PAVING, CONCRETE WORK, BUILDING SLAB, HANGAR ERECTION, AND ELECTRICAL AND RAMP TIE IN. LIGHTED BARRICADE DETAIL 10'- 0 " NOTES: 1.BARRICADES SHALL BE WATER FILLED AND SPACED A MAXIMUM OF 4' APART 2.THE CONTRACTOR SHALL MAKE FREQUENT INSPECTION OF THE BARRICADES AND MAKE PROMPT REPAIRS AS NECESSARY. LIGHT SHALL BE OPERATING EVERY NIGHT. 3.BARRICADES SHALL BE ADEQUATELY SECURED WITH SAND BAGS AND FILLED WITH WATER TO WITHSTAND HIGH WINDS AND/OR JET BLAST. 4.CONTRACTOR SHALL PROVIDE AND INSTALL BARRICADES AND MAINTAIN LIGHTS AND FLAGS THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ANY MORATORIUM PERIOD. 5.THE PROPOSED BARRICADES ARE INCIDENTAL TO MOBILIZATION AND SHALL BECOME PROPERTY OF THE AIRPORT UPON COMPLETION OF THE PROJECT. 1 4" REFLECTIVE WHITE/ORANGE TAPE (TYP. BOTH SIDE) FLASHING OR STEADY-BURNING SOLAR RED LIGHT (TYPE A) SECURELY FASTENED AND ORIENTED PARALLEL WITH THE FLAG POST 10 ' NOT TO SCALEPH104 WORK AREA PHASES PHASE 2 PHASE 2A HAUL ROUTES, STAGING AREAS & CONSTRUCTION ACTIVITIES: 1.ALL EQUIPMENT MUST BE RETURNED TO THE APPROPRIATE STAGING AREA (TRACK VERSUS NON-TRACK VEHICLES) AT THE END OF EACH WORK DAY & WHEN NOT ENGAGED IN THE CONSTRUCTION DURING NON-WORKING DAYS & NIGHTS UNLESS OTHERWISE APPROVED BY THE OWNER. PLANS AND SPECIFICATIONS DESIGNATE AREAS FOR CONTRACTOR'S EMPLOYEES AUTO PARKING. 2.THE PROVISION & MAINTENANCE OF HAUL ROADS, HAUL ROAD STONE, TEMPORARY HAUL SLABS & STEEL PLATES SHALL BE CONSIDERED INCIDENTAL TO PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL HAUL ROUTES IN USABLE CONDITION THROUGHOUT THE LIFE OF THE PROJECT. THIS MAINTENANCE COST SHALL BE INCIDENTAL TO THE PROJECT. CONSTRUCTION MAINTENANCE & FACILITIES MAINTENANCE: THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT, THE CONTRACTOR MUST: 1.BE FAMILIAR WITH AND UNDERSTAND THE SAFETY PROBLEMS AND HAZARDS DESCRIBED IN AC 150/5370-2G, OPERATIONAL SAFETY ON AIRPORT DURING CONSTRUCTION. 2.CONDUCT ACTIVITIES SO AS NOT TO VIOLATE ANY SAFETY STANDARDS CONTAINED IN AC 150/5370-2G OR ANY OF THE REFERENCES THEREIN. 3.INSPECT ALL CONSTRUCTION AND STORAGE AREAS AS OFTEN AS NECESSARY TO BE AWARE OF CONDITIONS. 4.PROMPTLY TAKE ALL ACTIONS NECESSARY TO PREVENT OR REMEDY ANY UNSAFE OR POTENTIALLY UNSAFE CONDITIONS AS SOON AS THEY ARE DISCOVERED. VEHICLE FLAG DETAIL NOTES: 1. ALL VEHICLES SHALL HAVE A FLAG ON A STAFF OR AMBER FLASHING LIGHT ATTACHED TO THE TOP OF VEHICLE SO THE FLAG OR LIGHT WILL BE READILY VISIBLE. 2. THE FLAG WILL BE A MIN OF 3 FOOT SQUARE WITH A CHECKERED PATTERN OF INTERNATIONAL ORANGE AND WHITE AT LEAST 1 FOOT ON EACH SIDE. STAFF 1'X1' ORANGE AND WHITE SQUARES NOT TO SCALE 2 PH104 HBOX X X X X X TOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFA TSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSA TSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSA EXISTING DI RIM = 28.31'INV. S 18" RCP = 22.08' INV. E 24" RCP = 21.21' INV OUT 24" RCP = 21.11' EXISTING DI RIM = 27.43'INV. S 18" RCP = 21.53' INV. E 24" RCP = 20.75' INV OUT 24" RCP = 20.70' EXISTING DIRIM = 27.57' INV. S 18" RCP = 22.01' INV OUT 18" RCP = 21.67' EXISTING DI RIM = 27.03' INV OUT 18" RCP = 22.23' EXISTING DI RIM = 28.15'INV OUT 18" RCP = 22.32' EXISTING DI RIM = 27.45' INV. S 48" RCP = 15.15' INV. E 24" RCP = 20.45'INV OUT 48" RCP = 15.05' EXISTING DIRIM = 26.78' INV. E 24" RCP = 21.91' INV. S 48" RCP = 14.91'INV OUT 48" RCP = 14.83' EXISTING DI RIM = 27.54' INV. E 24" RCP = 22.59'INV OUT 18" RCP = 17.89' EXISTING DI RIM = 30.00' INV OUT 24" RCP = 23.96' (NOT FOUND) EXISTING MH RIM = 28.29'INV. E 18" RCP = 17.56' INV OUT 24" RCP = 21.94' TR A S K D R I V E NC D O T S R 1 3 1 2 60 ' P U L B I C R / W FLIGHTLINE ROAD D XXXXXXXXXXXXXXXXXXXXX PUBLIC R/W EXISTING SECURITY FENCE IS AIR OPERATIONS AREA (AOA) EOP EOP EOP EXISTING SECURITY FENCE IS AIR OPERATIONS AREA (AOA) EDGE OF TAXILANE CONCRETE PAVEMENT EXISTING TAXILANE 29.0 28.0 29.0 3 0 . 0 31. 0 30.0 29.0 29.5 29.0 28.5 28 . 0 29. 0 28.0 29 . 0 29 . 0 30 . 0 28.0 29.0 31.0 30.0 29.0 28.030 . 0 29 . 0 28 . 0 28 . 0 29 . 0 30.0 29.0 30.5 PROTECT EXISTING UNDERGROUND UTILITIES (TYP.) (SEE NOTES) PHASE 2A CONTRACTOR TO REMOVE 200 LF OF CHAIN LINK SECURITY FENCE EXISTING UTILITY STRUCTURES TO BE PROTECTED DURING CONSTRUCTION (TYP.) END FENCE REMOVAL EXISTING UTILITY STRUCTURES TO BE PROTECTED DURING CONSTRUCTION (TYP.) VERIFY DRAINAGE STRUCTURE HAS BEEN REMOVED REMOVE AND RELOCATE EXISTING MAILBOX PROTECT EXISTING FIRE HYDRANT START FENCE REMOVAL CONTRACTOR TO PROTECT EXISTING TREE PROTECT IRRIGATION CONTROL VALVE CONTRACTOR TO REMOVE AND REPLACE SECTIONS OF CHAIN LINK FENCE AS REQUIRED FOR PROPOSED GRADING SHOWN ON SHEET 5 PROTECT EXISTING UNDERGROUND UTILITIES OUTSIDE OF THE HANGAR BUILDING FOOTPRINT. COORDINATE WITH CFPUA VERIFY WATERLINE HAS BEEN ABANDONED IN PLACE AND REMOVE SAWCUT AND REMOVE AND REPLACE 12 SY OF EXISTING ASPHALT TO CONSTRUCT PROPOSED DRIVEWAYS LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LOD LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LO D LO D LO D LO D LO D LODLODLODLOD LOD LOD LO D LODLODLODLODLODLODLODLODLODLOD L O D L O D LODLODLODLODLODLODLOD L O D L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D COORDINATE W/ AT&T TO RELOCATE EXISTING FIBER LINE Know what's below. before you dig.Call R DEMOLITION NOTES: 1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH LOCAL STANDARDS AND SPECIFICATIONS. 2.THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND REPORT ALL DISCREPANCIES TO THE ENGINEER AND OWNER PRIOR TO CONSTRUCTION. 3.EXISTING FEATURES NOT SHOWN TO BE REMOVED SHALL BE PROTECTED BY THE CONTRACTOR. ANY DAMAGE SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER AND OWNER AT THE CONTRACTOR'S EXPENSE. 4.CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ITEMS SHOWN FOR DEMOLITION AND REMOVAL IN A SAFE AND LEGAL MANNER OFF AIRPORT PROPERTY, UNLESS OTHERWISE NOTED. 5.UTILITY CONTACT INFORMATION CAN BE FOUND ON PLAN SHEET C1. 6.ANY DAMAGE TO THE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES TO REMAIN SHALL BE REPAIRED AND/OR REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. THE CONTRACTOR SHALL INFORM THE AIRPORT IMMEDIATELY OF ANY DAMAGE DURING CONSTRUCTION. 7.UTILITY REPLACEMENT DECISIONS ARE SUBJECT TO THE POLICIES, REGULATIONS, AND COORDINATION EFFORTS OF THE UTILITY OWNERS. COMPLIANCE WITH LOCAL REGULATIONS AND PERMITTING REQUIREMENTS IS NECESSARY FOR ANY MODIFICATIONS TO EXISTING UTILITIES. 8.THE CONTRACTOR SHALL COORDINATE WITH THE AIRPORT OWNER AND APPLICABLE UTILITY OWNERS FOR REMOVAL, RELOCATION AND ABANDONMENT OF EXISTING UTILITIES. THE REMOVAL, RELOCATION AND ABANDONMENT OF EXISTING UTILITIES SHALL BE COMPLETED IN A MANNER THAT MINIMIZES INTERRUPTION OF SERVICE TO THE EXISTING FACILITIES. THE CONTRACTOR SHALL PROVIDE NO LESS THAN ONE-WEEK NOTICE TO THE AIRPORT PRIOR TO REMOVAL, RELOCATION AND ABANDONMENT. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES AS NEEDED TO ENSURE REMOVAL, RELOCATION AND ABANDONMENT ARE COMPLETED AS SHOWN ON THE PLANS. COORDINATION OF UTILITY REMOVAL, RELOCATION AND ABANDONMENT SHALL BE INCIDENTAL TO THE PROJECT. 9.CONTRACTOR SHALL MAINTAIN ACCESS TO THE EXISTING BUILDINGS AT ALL TIMES DURING CONSTRUCTION. 10.CONTRACTOR SHALL POTHOLE EXISTING UTILITIES TO VERIFY DEPTH, SIZE, AND MATERIAL OF EXISTING WATER LINES, ELECTRICAL LINES, TELECOMMUNICATION LINES, ETC. CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING EXISTING UTILITY LINES AS REQUIRED. COORDINATE WITH EXISTING UTILITY OWNERS A MINIMUM OF 1-MONTH PRIOR TO CONSTRUCTION. 11.ALL HOLES REMAINING DUE TO ITEMS BEING REMOVED SHALL BE BACKFILLED WITH SUITABLE BACKFILL SOIL MATERIAL. 12.WHEN OPERATING EQUIPMENT NEAR UTILITY POLES AND OVERHEAD ELECTRIC LINES, MAINTAIN A SAFE WORKING DISTANCE, USE NON-CONDUCTIVE OR WELL-INSULATED EQUIPMENT, AND IMPLEMENT LOCKOUT/TAGOUT PROCEDURES AS NEEDED. ERECT BARRICADES, IMPLEMENT WARNING SIGNS, AND ASSIGN A SPOTTER TO MONITOR PROXIMITY. CONTACT UTILITY PROVIDERS FOR INFORMATION ON SAFE DISTANCES, AND ENSURE PERSONNEL ARE TRAINED ON ELECTRICAL SAFETY PROCEDURES. LEGEND: LIMIT OF DISTURBANCELOD STORM PIPE DEMOLITION ASPHALT MILL & OVERLAY FULL-DEPTH PAVEMENT REPLACEMENT 20 4020100 1 inch = 20 ft. HORIZONTAL FENCE DEMOLITION SHEET NUMBER SHEET TITLE PROJECT NUMBER 20240591.00.WK 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 1740 Airport Boulevard 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 11/04/2024 C3 EXISTING CONDITIONS AND DEMOLITION PLAN 12/02/2024 X X X X X X X X X X X XXXXXXXXXXX AC R 5 ' R15 ' R 1 5 ' R5' R5'R5' EXISTING FENCE EXISTING FENCE HBOX TR A S K D R I V E NC D O T S R 1 3 1 2 60 ' P U L B I C R / W FLIGHTLINE ROAD D EXISTING TAXILANE N: 192783.2319 E: 2328760.9390 N: 192812.5705 E: 2328902.8122 N: 192813.6083 E: 2328907.8310 N: 192717.9317 E: 2328922.3829 N: 192788.2694 E: 2328785.2986 N: 192900.7456 E: 2328736.6378 N: 192931.1220 E: 2328883.5299 N: 192912.4050 E: 2328662.6349 N: 192693.6827 E: 2328804.8585 N: 192787.2821 E: 2328780.5246 N: 192904.7958 E: 2328756.2234 N: 192771.9941 E: 2328691.7817 N: 192784.1447 E: 2328750.5387 N: 192765.8465 E: 2328711.4340 N: 192770.7067 E: 2328734.9368 N: 192842.5024 E: 2328677.2015 N: 192854.6529 E: 2328735.9581 N: 192923.5178 E: 2328718.4892 N: 192901.4872 E: 2328683.3843 N: 192905.8244 E: 2328706.9951 24' 9' 25' 10' 96 ' 12 0 ' 59 ' 18' 25' 60' START TRANSITION CURB ACCESSIBLE PARKING SPACE FOR VAN SEE DETAIL PROPOSED CURB RAMP SEE DETAIL PROPOSED SECURITY FENCE (TIE TO EXIST.) PROPOSED 4' MANUAL PEDESTRIAN GATE SEE DETAIL 11/C11 PROPOSED HANGAR 120' X 130' PROPOSED SECURITY FENCE (TIE TO EXIST.) SEE DETAIL 11/C11 PROPOSED LEAN-TO BUILDING 120' X 20' 15 SY CONCRETE SIDEWALK 59 SY CONCRETE SIDEWALK 8 SY CONCRETE SIDEWALK 42 SY (EA) ASPHALT DRIVEWAY SEE DETAIL 3/C11 1280 SY P-501 RIGID CONCRETE PAVEMENT 364 LF OF CURB & GUTTER 60-FOOT ROADWAY R/W SETBACK AERO CENTER LEASEHOLD BOUNDARY EXISTING AERO CENTER LEASEHOLD BOUNDARY APPROX. AREA 3,788 SF TO BE TRANSFERRED FROM AERO CENTER LEASE AREA 130' 26 ' 150' 20' 120' 12' 24' 12' 37 SY CONCRETE SIDEWALK AND PAD 5 SY CONCRETE SIDEWALK AND PAD REFER TO DRAWING C8 FOR JOINT LAYOUT PLAN 10' HANGAR LEAD-IN LINE N: 192929.9912 E: 2328749.8218 N: 192935.0812 E: 2328774.2982 N: 192940.8451 E: 2328802.2518 N: 192945.8750 E: 2328826.7406 N: 192934.7817 E: 2328822.3971 N: 192932.3808 E: 2328810.6397 N: 192923.9649 E: 2328769.9595 N: 192921.5136 E: 2328758.2125 N: 192919.1486 E: 2328825.6299 N: 192916.7185 E: 2328813.8786 N: 192908.3059 E: 2328773.1976 N: 192905.8758 E: 2328761.4463 SHEET NUMBER SHEET TITLE PROJECT NUMBER 20240591.00.WK 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 1740 Airport Boulevard 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 LEGEND: LIMIT OF DISTURBANCE PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT LOD ASPHALT PAVEMENT MARKING NOTES: 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING ALL PAVEMENT MARKINGS AT THE SITE IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. 2.ALL PAVEMENT MARKINGS, PARKING STALLS, ISLANDS, WHEEL STOPS, ETC. SHALL BE INSTALLED IN THE SIZES AND AT THE LOCATIONS SHOWN ON THIS SHEET. INSTALLATION OF THE PAVEMENT MARKINGS SHALL NOT RESULT IN MORE OR LESS PARKING STALLS. 3.ALL PAVEMENT MARKINGS MUST BE INSTALLED WITH PRODUCT COMPATIBLE WITH ASPHALT PAVEMENT. 4.ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE MOST RECENT VERSION OF THE AMERICANS WITH DISABILITIES ACT STANDARDS FOR ACCESSIBLE DESIGN OR SUPERSEDING LOCAL CODES AND ORDINANCES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IF IT IS DETERMINED THAT THE STRIPING PLAN DOES NOT MEET THESE REQUIREMENTS PRIOR TO THE START OF WORK. 5.LINE STRIPING, TEXT AND MARKINGS SHALL BE INSTALLED IN THE COLORS, WIDTHS AND DIMENSIONS PROVIDED ON THIS SHEET. ASPHALT PAVEMENT STRIPING COLOR SCHEDULE: 1.PARKING STALL: WHITE 2.ADA SYMBOLS: BLUE W/ WHITE SYMBOL (SEE DETAIL 8/C12) 3.ADA LOADING: BLUE 4.HANGAR LEAD-IN LINE: AVIATION YELLOW W/GLASS BEADS CONCRETE PAVEMENT NOTES: 1.HANGAR LEAD-IN LINE MARKINGS SHALL BE 6" WIDE REFLECTIVE AVIATION YELLOW WITH GLASS BEADS. Know what's below. before you dig.Call R 1 inch = 20 ft. HORIZONTAL 20240591.00.WK C4 SITE LAYOUT PLAN 12/02/2024 SITE PLAN NOTES: 1.BUILDING SHALL HAVE ROOF GUTTERS WITH DOWNSPOUTS AS NEEDED. DOWNSPOUTS SHALL DISCHARGE AWAY FROM BUILDING VIA CONCRETE SPLASH BLOCKS. SEE ARCHITECTURAL PLANS FOR LOCATIONS AND DETAILS. GRADING, DRAINAGE AND EROSION CONTROL LEGEND 30.0 29.5 30.0 29.9 EXISTING CONTOURS PROPOSED CONTOURS [SEE NOTE 3] PROPOSED STORM STRUCTURE AND PIPE EXISTING STORM STRUCTURE AND PIPE FINISHED SURFACE/GRADE SPOT SLOPE FINISHED SURFACE ELEVATION [SEE NOTE 4]30.00 FS PROPOSED INLET PROTECTION PROPOSED FILTER SOCK PROPOSED CONSTRUCTION ENTRANCE PROPOSED STAGING/STOCKPILE AREA PROPOSED SOD DRAINAGE AREA BOUNDARY 30.0 FG FINISHED GRADE ELEVATION 5.00% PROPOSED LIMIT OF DISTURBANCELOD STORM SEWER FLOW DIRECTION PROPOSED COMPOST SOCK CHECK DAM D PROPOSED DITCH FLOW LINE> REFER TO SHEET C1 FOR EXISTING CONDITIONS LEGEND SOIL DELINEATION EXISTING DITCH FLOW LINE> SURVEY BOUNDARY [SEE NOTE 1] EXISTING GRADE SPOT SLOPE5.00% 29.5 29.0 30.0 HBOX X X X X X OH W OH W OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW W W FO U U U U U U U U U U U W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W E E E E E E E E E E E E E TOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFA TSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSA TSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSA SURVEY BOUNDARY EXISTING DI RIM = 28.31'INV. S 18" RCP = 22.08' INV. E 24" RCP = 21.21' INV OUT 24" RCP = 21.11' EXISTING DI RIM = 27.43'INV. S 18" RCP = 21.53' INV. E 24" RCP = 20.75' INV OUT 24" RCP = 20.70' EXISTING DIRIM = 27.57' INV. S 18" RCP = 22.01' INV OUT 18" RCP = 21.67' EXISTING DI RIM = 27.03' INV OUT 18" RCP = 22.23' EXISTING DI RIM = 28.15' INV OUT 18" RCP = 22.32' EXISTING DIRIM = 27.45' INV. S 48" RCP = 15.15' INV. E 24" RCP = 20.45'INV OUT 48" RCP = 15.05' EXISTING DI RIM = 26.78'INV. E 24" RCP = 21.91' INV. S 48" RCP = 14.91' INV OUT 48" RCP = 14.83' EXISTING DI RIM = 27.54' INV. E 24" RCP = 22.59' INV OUT 18" RCP = 17.89' EXISTING DIRIM = 30.00' INV OUT 24" RCP = 23.96' (NOT FOUND) EXISTING MH RIM = 28.29' INV. E 18" RCP = 17.56'INV OUT 24" RCP = 21.94' CONTROL POINT (MGS) N=189211.28' E=2,335,309.59'ELEVATION=9.48' CONTROL POINT (MGS) N=192958.93' E=2,328,884.99'ELEVATION=30.35' CONTROL POINT (MGS)N=192912.11' E=2,328,659.01' ELEVATION=29.09' TR A S K D R I V E NC D O T S R 1 3 1 2 60 ' P U L B I C R / W FLIGHTLINE ROAD D XXXXXXXXXXXXXXXXXXXXX PUBLIC R/W SS SS SS SS SS SS SS SS SS SSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S SS SS SS EXISTING SECURITY FENCE IS AIR OPERATIONS AREA (AOA) EOP EOP EOP EXISTING SECURITY FENCE IS AIR OPERATIONS AREA (AOA) EDGE OF TAXILANE CONCRETE PAVEMENT G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS G G G G G G G G G G G G G AEROCENTER HANGAR COMPLEX AEROCENTER HANGAR EXISTING TAXILANE LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LOD LOD LOD LO D LODLODLODLODLODLODLOD L O D LOD LOD LO D LODLODLOD L O D LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D L O D L O D LO D LO D LO D L O D > >>>>>>> > >> > > > > > > > >>>>>>>>>>>>>> > > >>>>>>>>> HSG A/D (St) X X X X X X X X X X X XXXXXXXXXXX AC D D D D D D D D P-9 MH-4 MH-7 MH-3 MH-2 MH-1 MH-6 MH-8MH-5 DI-3 DI-2 DI-1 DI-4 P-11 P-3P-1 P-2 P-4 P-6 P-8 P-7 P-5 P-12 P-10 5.08% 5.06% 5.01% -5.0 : 1 1.70%1.99% 1.59% 1.60% 2 . 6 7 % 1.1 6 % 1 . 1 7 % 1.1 5 % 0 . 8 3 % 5.0 3 % -3.3:1 4.8 4 % 4. 0 7 % 0.95% 0.50% 2.74% 2.2 1 % 4.45% 7.46% 6.49% 3.27 % 3.44 % EP-2 EX-5 EX-4 EP-3 EX-3 EX-1 EP-1 4. 9 1 % 14.22%12.37% 2.2 2 % 3.6 6 % 4. 2 2 % 1.68 % 1.10% 0. 8 0 % 1.84% 3.72% 5.41% 0.3 6 % 1.53% 4.78% 3. 6 1 % 1. 4 6 % 1.3 3 % 2.48% 0.96 % 1.9 0 % 3.31% 14 . 7 6 % 7. 0 5 % 0.44% 2.14% 0.37% 4. 0 5 % 3. 1 9 % 5.21% PROP. CONCRETE WASHOUT SEE DETAIL NCG01/C10 PROP. LIMIT OF DISTURBANCE (2.0 ACRES, TOTAL) 2,423 SY OF DISTURBED AREA REQUIRING STABILIZATION (TOTAL, THIS SHEET) SEE DETAIL 5/C9 PROP. INLET PROTECTION (TYP. 11) SEE DETAIL 8/C9 2,574 SY OF PROPOSED SOD (TOTAL, THIS SHEET) SEE NOTE 6 108 LF OF PROP. COMPOST SOCK SEE DETAIL 1/C9 MATCH EXISTING ELEVATION ALONG TAXILANE (TYP.) PROP.STAGING/ STOCKPILE AREA SEE DETAIL 2/C9 DRAINAGE AREA BOUNDARY (2.46 ACRES) PROJECT PERMIT MAILBOX PROP. CONSTRUCTION ENTRANCE (TYP. 2) SEE DETAIL 1/C9 PROPOSED LEAN-TO BUILDING FFE = 30.5' PROPOSED HANGAR BUILDING FFE = 30.5' PROP. 2' WIDE FLUSH CURB FLUME W/ 4'x4' CLASS A RIPRAP APRON SEE DETAIL 2/C6 PROP. ACCESSIBLE CURB RAMP SEE DETAIL 7/C11 REGRADE ROADSIDE DITCH W/ MINIMUM SLOPE @ 0.33% (MATCH EXISTING FLOWLINE) UPSTREAM INV: 28.5' DOWNSTREAM INV: 28.0' MATCH EXISTING ELEVATION ALONG FLIGHTLINE ROAD (TYP.) CONNECT DOWNSPOUTS TO PROP. ROOF DRAIN LEADER PIPE (TYP. 9) SEE DETAIL 10/C11 PROP. COMPOST SOCK CHECK DAM (TYP. 3) SEE DETAIL 6/C9 EXISTING UTILITY STRUCTURES TO BE PROTECTED DURING EXCAVATION (TYP.) 197 LF OF PROP. COMPOST SOCK SEE DETAIL 6/C9 MATCH EXISTING ELEVATIONS ALONG PARKING LOT LIMIT OF GRADING 321 LF OF PROP. COMPOST SOCK SEE DETAIL 6/C9 LIMIT OF GRADING PROP. LIMIT OF DISTURBANCE (2.0 ACRES, TOTAL) 2,423 SY OF DISTURBED AREA REQUIRING STABILIZATION (TOTAL, THIS SHEET) SEE DETAIL 5/C9 SURVEY BOUNDARY SOIL TYPE BOUNDARY (TYP.) HSG A/D (St) HSG B/D (Pn) HSG A/D (St) HSG B/D (Pn)29 . 0 29 . 0 28 . 5 28 . 0 31.0 30.5 30.0 29.5 29.0 28.528.027.5 30.0 29 . 0 30.0 29.0 29.5 29 . 0 29.0 29.5 28.0 28.0 29.0 28.0 29.0 29.0 30.5 30.1 30.2 30.3 30.4 30.6 30.7 30.8 30.2 30.3 30.4 29 . 0 30 . 0 28 . 5 29 . 5 30 . 5 30.0 2 9 . 5 30.0 29.529.0 28 . 0 30 . 029 . 5 29 . 0 28 . 5 28 . 0 29 . 0 28 . 5 30 . 5 29 . 5 29. 0 2 8 . 0 28 . 5 2 9 . 0 2 9 . 5 29. 5 30.0 29.5 30 . 0 29 . 5 29 . 0 29.0 28.0 29 . 0 28 . 0 28.0 30.0 28.0 28.0 29.0 30.0 28.5 28.5 29.5 31. 0 30 . 5 30. 0 29.5 28.5 27.5 29.5 31.0 30.5 30.0 28.5 28.0 30.5 30.0 28.5 28.0 28.0 28.5 29.0 29.5 3 0 . 5 30.0 29 . 5 28.5 28 . 5 28 . 0 27 . 5 27 . 5 28 . 0 28 . 5 29 . 0 29 . 5 29 . 5 29 . 5 28 . 5 28 . 5 28.5 29.0 29.5 30.0 30.5 30.0 29.5 29.0 28.5 29.5 29.0 28.5 29.0 29.0 28.5 28.0 27 . 5 29.5 29.0 30.0 29.5 29.0 29.5 30.0 29 . 5 29 . 0 29 . 5 29 . 0 30 . 0 29 . 5 29 . 0 29 . 5 29.0 31 . 0 30.6 1 ' FS 30.4 5 ' FS 30 . 4 3 ' FS30.4 0 ' FS29 . 5 0 ' FS 29.4 0 ' FS 28.9 0 ' FS 28.5 0 ' FS 29.0 6 ' FS 29 . 8 0 ' FS 30.4 0 ' FS 30 . 3 0 ' FS 30.3 0 ' FS 30 . 4 0 ' FS 29.7 2 ' FS29.6 1 ' FS29 . 4 7 ' FS29.3 2 ' FS 30.4 0 ' FS 29.1 0 ' FS 28 . 9 2 ' FS 30.4 0 ' FS 29.9 4 ' FS 30 . 0 8 ' FS 30 . 7 4 ' FS 30 . 2 8 ' FS 28 . 5 ' FG 28 . 0 ' FG 29 . 1 4 ' FS 28 . 8 3 ' FS 28 . 6 5 ' FS 29 . 5 28 . 0 EX-2 DRAINAGE PIPE TABLE PIPE NAME EP-1 EP-2 EP-3 P-1 P-2 P-3 P-4 P-5 P-6 P-7 P-8 P-9 P-10 P-11 P-12 Pipe - (94) TYPE EXISTING 18" RCP EXISTING 18" RCP EXISTING 18" RCP 10" HDPE STORM DRAIN PIPE 8" HDPE STORM DRAIN PIPE 12" HDPE STORM DRAIN PIPE 12" HDPE STORM DRAIN PIPE 10" HDPE ROOF DRAIN LEADER PIPE 10" HDPE ROOF DRAIN LEADER PIPE 10" HDPE ROOF DRAIN LEADER PIPE 10" HDPE ROOF DRAIN LEADER PIPE 10" HDPE ROOF DRAIN LEADER PIPE 10" HDPE ROOF DRAIN LEADER PIPE 10" HDPE ROOF DRAIN LEADER PIPE 10" HDPE ROOF DRAIN LEADER PIPE RCP Class III Pipe LENGTH 49' 49' 50' 34' 19' 46' 33' 24' 42' 42' 14' 28' 15' 73' 62' 117' INVERTS INV IN=22.23 INV OUT=22.01 INV IN=21.67 INV OUT=21.53 INV IN=22.32 INV OUT=22.08 INV IN=25.60 INV OUT=24.91 INV IN=26.53 INV OUT=26.15 INV IN=24.18 INV OUT=23.93 INV IN=23.93 INV OUT=22.82 INV IN=27.43 INV OUT=27.19 INV IN=27.19 INV OUT=26.77 INV IN=26.77 INV OUT=25.92 INV IN=25.92 INV OUT=25.64 INV IN=25.64 INV OUT=25.07 INV IN=25.89 INV OUT=25.60 INV IN=27.51 INV OUT=26.78 INV IN=26.78 INV OUT=26.16 INV IN=21.11 INV OUT=20.75 SLOPE 0.45% 0.29% 0.48% 2.00% 2.00% 0.54% 3.33% 1.00% 1.00% 2.00% 2.00% 2.00% 2.00% 1.00% 1.00% 0.31% DRAINAGE STRUCTURE TABLE STRUCTURE NAME DI-1 DI-2 DI-3 DI-4 EX-1 EX-2 EX-3 EX-4 EX-5 MH-1 MH-2 MH-3 MH-4 MH-5 MH-6 MH-7 MH-8 TYPE 12" PVC DRAINAGE BASIN 12" PVC DRAINAGE BASIN 12" PVC DRAINAGE BASIN 12" PVC DRAINAGE BASIN ADJUSTED EXISTING STORM INLET ADJUSTED EXISTING STORM INLET ADJUSTED EXISTING STORM INLET EXISTING STORM INLET EXISTING STORM INLET 12" PVC MANHOLE 12" PVC MANHOLE 12" PVC MANHOLE 12" PVC MANHOLE 12" PVC MANHOLE 12" PVC MANHOLE 12" PVC MANHOLE 12" PVC MANHOLE NORTHING EASTING N=192911.7617 E=2328720.8619 N=192926.3225 E=2328791.1998 N=192948.5190 E=2328886.7298 N=192936.9611 E=2328842.6458 N=192856.9115 E=2328696.7792 N=192905.1911 E=2328687.0522 N=192930.1258 E=2328809.8949 N=192976.5415 E=2328790.4062 N=192952.6419 E=2328676.1150 N=192780.9929 E=2328779.7385 N=192776.1417 E=2328756.2746 N=192817.4963 E=2328747.7278 N=192858.8496 E=2328739.1747 N=192855.9385 E=2328725.0976 N=192906.4187 E=2328734.4433 N=192816.6254 E=2328915.0241 N=192887.7458 E=2328900.3185 RIM ELEV. 28.80' 29.10' 28.70' 29.30' 28.90' 29.06' 29.97' 28.31' 27.43' 30.39' 30.33' 30.36' 30.38' 30.11' 30.31' 30.05' 30.26' GRADING AND DRAINAGE PLAN NOTES: 1.SURVEY DATA UTILIZED IS CONSOLIDATED FROM MULTIPLE SOURCES. FOR DETAILED SURVEY REFERENCE, COORDINATE GEOMETRY AND SUPPLEMENTAL DATA, REFER TO SHEET C1. ALL ELEVATIONS AND FEATURES SHOULD BE FIELD-VERIFIED PRIOR TO CONSTRUCTION AND ANY DISCREPANCIES REPORTED TO THE ENGINEER IMMEDIATELY. 2.CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF ALL EXISTING UTILITIES WITHIN THE PROJECT LIMITS PRIOR TO THE START OF CONSTRUCTION. REPORT DISCREPANCIES TO THE ENGINEER/OWNER'S REPRESENTATIVE BEFORE PROCEEDING. 3.CONTRACTOR SHALL FIELD VERIFY INVERT ELEVATIONS AND SLOPES OF EXISTING PIPES OR STRUCTURES IMPACTED BY THIS GRADING PLAN. REPORT DATA TO THE ENGINEER/OWNER'S REPRESENTATIVE BEFORE SENDING STORM DRAINAGE SHOP DRAWINGS FOR REVIEW BY ENGINEER. 4.THE GRADING PLAN CONTOURS ARE SHOWN ARE AT 0.1' INTERVALS ON THE PROPOSED CONCRETE PAVEMENT APRON AND ASPHALT PARKING LOT FOR AN ENHANCED LEVEL OF DETAIL. ALL OTHER PROPOSED GRADING AND EXISTING CONTOURS ARE SHOWN AT 0.5' INTERVALS. 5.SPOT ELEVATIONS IN THE PARKING LOT ARE SHOWN AT THE GUTTER FLOW LINE AND CURB FACE AS APPLICABLE. 6.ANY DAMAGE TO THE EXISTING STORM SEWER OR OTHER EXISTING UTILITY LINES SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. CONTRACTOR SHALL INFORM THE AIRPORT IMMEDIATELY OF ANY DAMAGE DURING CONSTRUCTION. 7.INSTALL SOD PER ALL MANUFACTURER RECOMMENDATIONS. USE BERMUDA SOD AND REFER TO SPECIFICATIONS. 8.ALL GUTTER DOWNSPOUTS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM USING ROOF LEADERS AS SHOWN. COORDINATE LOCATIONS WITH THE ARCHITECTURAL PLANS. 9.APRON GRADES SHALL NOT EXCEED 1.5%. 10.CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY DRAINAGE THROUGHOUT THE ENTIRE CONSTRUCTION DURATION. NO ADDITIONAL PAYMENT SHALL BE MADE FOR DEWATERING OR BYPASS PUMPING OF STORMWATER ON SITE. SEQUENCE CONSTRUCTION SUCH THAT CLEAN STORMWATER IS CONVEYED FROM THE SITE TO THE EXISTING DRAINAGE OUTFALLS. 11.EARTHWORK OPERATIONS WILL GENERATE EXCESS SOIL MATERIAL. THE CONTRACTOR SHALL ANTICIPATE EXCESS SOIL MATERIALS THAT WILL NEED TO BE HAULED TO AN APPROVED OFF-SITE LOCATION. 12.REFER TO DRAWING C6 FOR STORM DRAINAGE PROFILES. Know what's below. before you dig.Call R C5 GRADING, DRAINAGE & EROSION CONTROL PLAN 12/02/2024 SHEET NUMBER SHEET TITLE PROJECT NUMBER 20240591.00.WK 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 1740 Airport Boulevard 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 EROSION AND SEDIMENT CONTROL NOTES: 1.SEE SHEET C1 FOR CONSTRUCTION SEQUENCE AND EROSION CONTROL MEASURES NOTES. 2.CONTRACTOR SHALL INSTALL COMPOST SOCK AT THE DOWNSTREAM PERIMETER OF THE LIMITS OF DISTURBANCE AS INDICATED. 3.TOTAL ALLOWABLE DISTURBED AREA FOR THIS PROJECT IS 2.0 ACRES. NO DISTURBANCE IS ALLOWED BEYOND THE SHOWN LIMITS OF DISTURBANCE. 4.GRASSED AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE SEEDED AND MULCHED. SEE DETAIL 5/C9 FOR SEEDING SCHEDULE. 1 inch = 20 ft. HORIZONTAL HOR 1"=20'; VERT 1"=4' STORM DRAIN PROFILE - EX-2 TO EX-5 15 20 25 30 35 40 45 15 20 25 30 35 40 45 -0+50 0+00 0+50 1+00 1+50 HOR 1"=20'; VERT 1"=4' STORM DRAIN PROFILE - MH-6 TO EX-2 15 20 25 30 35 40 45 15 20 25 30 35 40 45 -0+50 0+00 0+50 1+00 HOR 1"=20'; VERT 1"=4' STORM DRAINAGE PROFILE - DI-3 TO EX-4 15 20 25 30 35 40 45 15 20 25 30 35 40 45 -0+50 0+00 0+50 1+00 1+50 2+00 HOR 1"=20'; VERT 1"=4' STORM DRAIN PROFILE - DI-2 TO EX-3 15 20 25 30 35 40 45 15 20 25 30 35 40 45 -0+50 0+00 0+50 1+00 HOR 1"=20'; VERT 1"=4' ROOF LEADER PROFILE - MH-7 TO DI-3 15 20 25 30 35 40 45 15 20 25 30 35 40 45 -0+50 0+00 0+50 1+00 1+50 2+00 HOR 1"=20'; VERT 1"=4' ROOF LEADER PROFILE - MH-1 TO EX-1 15 20 25 30 35 40 45 15 20 25 30 35 40 45 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 P-10 P-1 P-11 P-12 P-5 P-6 P-7 P-8 P-9 P-2 EX - 4 IN V I N : 2 2 . 0 8 ( 1 8 " S E ) IN V I N : 2 1 . 2 1 ( 2 4 " E ) IN V O U T : 2 1 . 1 1 ( 2 4 " W ) RI M : 2 8 . 3 1 EX - 3 IN V I N : 2 6 . 1 5 ( 8 " W ) IN V I N : 2 2 . 8 2 ( 1 2 " E ) IN V O U T : 2 2 . 3 2 ( 1 8 " N W ) RA I S E F R A M E & G R A T E T O RI M : 2 9 . 9 7 EX - 5 IN V I N : 2 1 . 5 3 ( 1 8 " S ) IN V I N : 2 0 . 7 5 ( 2 4 " E ) IN V O U T : 2 0 . 7 0 ( 2 4 " W ) RI M : 2 7 . 4 3 EX - 2 IN V I N : 2 4 . 9 1 ( 1 0 " E ) IN V I N : 2 2 . 0 1 ( 1 8 " S ) IN V O U T : 2 1 . 6 7 ( 1 8 " N ) RA I S E F R A M E & G R A T E T O RI M : 2 9 . 0 6 EXIST. GRAVITY SEWER EXIST. WATERLINE EXIST. GRAVITY SEWER EXIST. GRADE EXIST. WATERLINE DI - 1 IN V I N : 2 5 . 6 0 ( 1 0 " E ) IN V O U T : 2 5 . 6 0 ( 1 0 " W ) RI M : 2 8 . 8 0 EX - 2 IN V I N : 2 4 . 9 1 ( 1 0 " E ) IN V I N : 2 2 . 0 1 ( 1 8 " S ) IN V O U T : 2 1 . 6 7 ( 1 8 " N ) RA I S E F R A M E & G R A T E T O RI M : 2 9 . 0 6 MH - 7 IN V O U T : 2 7 . 5 1 ( 1 0 " N ) RI M : 3 0 . 0 5 MH - 8 IN V I N : 2 6 . 7 8 ( 1 0 " S ) IN V O U T : 2 6 . 7 8 ( 1 0 " N ) RI M : 3 0 . 2 6 DI - 3 IN V I N : 2 6 . 1 6 ( 1 0 " S ) IN V O U T : 2 4 . 1 8 ( 1 2 " W ) RI M : 2 8 . 7 0 DI - 4 IN V I N : 2 3 . 9 3 ( 1 2 " E ) IN V O U T : 2 3 . 9 3 ( 1 2 " W ) RI M : 2 9 . 3 0 DI - 3 IN V I N : 2 6 . 1 6 ( 1 0 " S ) IN V O U T : 2 4 . 1 8 ( 1 2 " W ) RI M : 2 8 . 7 0 EX - 3 IN V I N : 2 6 . 1 5 ( 8 " W ) IN V I N : 2 2 . 8 2 ( 1 2 " E ) IN V O U T : 2 2 . 3 2 ( 1 8 " N W ) RA I S E F R A M E & G R A T E T O RI M : 2 9 . 9 7 DI - 2 IN V O U T : 2 6 . 5 3 ( 8 " E ) RI M : 2 9 . 1 0 EX - 1 IN V I N : 2 5 . 0 7 ( 1 0 " E ) IN V O U T : 2 2 . 2 3 ( 1 8 " N ) RI M : 2 8 . 9 0 MH - 5 IN V I N : 2 5 . 6 4 ( 1 0 " E ) IN V O U T : 2 5 . 6 4 ( 1 0 " W ) RI M : 3 0 . 1 1 MH - 4 IN V I N : 2 5 . 9 2 ( 1 0 " S ) IN V O U T : 2 5 . 9 2 ( 1 0 " W ) RI M : 3 0 . 3 8 MH - 3 IN V I N : 2 6 . 7 7 ( 1 0 " S ) IN V O U T : 2 6 . 7 7 ( 1 0 " N ) RI M : 3 0 . 3 6 MH - 2 IN V I N : 2 7 . 1 9 ( 1 0 " E ) IN V O U T : 2 7 . 1 9 ( 1 0 " N ) RI M : 3 0 . 3 3 MH - 1 IN V O U T : 2 7 . 4 3 ( 1 0 " W ) RI M : 3 0 . 3 9 EX - 1 IN V I N : 2 5 . 0 7 ( 1 0 " E ) IN V O U T : 2 2 . 2 3 ( 1 8 " N ) RI M : 2 8 . 9 0 MH - 6 IN V O U T : 2 5 . 8 9 ( 1 0 " W ) RI M : 3 0 . 3 1 15 LF 10" HDPE @ 2.00% 34 LF 10" HDPE @ 2.00% 46 LF 12" HDPE @ 0.54% 73 LF 10" HDPE @ 1.00% 62 LF 10" HDPE @ 1.00% 42 LF 10" HDPE @ 2.00% 33 LF 12" HDPE @ 3.33% 19 LF 8" HDPE @ 2.00% 50 LF 18" RCP @ 0.48% 49 LF 18" RCP @ 0.45% 49 LF 18" RCP @ 0.29% EXIST. U.G. UTILITIES TO BE RELOCATED (TYP.) 24 LF 10" HDPE @ 1.00% 42 LF 10" HDPE @ 1.00% 14 LF 10" HDPE @ 2.00% 28 LF 10" HDPE @ 2.00% EXIST. 4" GRAVITY SEWER LATERAL STUB OUT 18" MIN EO P EO P EO P EO P 3' MIN2' MIN 2' MIN 3' MIN 2' MIN 2' MIN EXIST. GRADE EXIST. GRADE EXIST. GRADE EXIST. GRADE EO P EO P EP-2 EP-1 EXIST. GRADE EP-3 EP-1 P-3 P-4 EP-1 EP-2 P-12 PROP. GRADE PROP. GRAD PROP. GRADE PROP. GRADE LIMIT OF SURVEY LIMIT OF SURVEY CORE HOLE FOR CONNECTION TO EX. DROP INLET (TYP.) CORE HOLE FOR CONNECTION TO EX. DROP INLET (TYP.) P-9 P-1 P-2 P-4 CORE HOLE FOR CONNECTION TO EX. DROP INLET (TYP.) CORE HOLE FOR CONNECTION TO EX. DROP INLET (TYP.) PROP. GRAD PROP. GRAD P-4 EO P EO P EO P EO P EP-3 0. 5 ' 3' WIDE 0. 5 ' 0.5'0.5' 1' 3,000 PSI CONC. W/ 6"X6"-10/10 WWM (2" CLEAR) 4' 2.5' SECTION PLAN R2' 12" THICK CLASS A RIP RAP PROFILE 6" CURB TAPER FLOW LINE PROPOSED CURB AND GUTTER 2.5' 4' 12" THICK CLASS A RIP RAP Know what's below. before you dig.Call R NOTES: 1.LOCATION OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES. 2.EXISTING UTILITIES SHALL BE PROTECTED AND SUPPORTED DURING CONSTRUCTION. 3.ALL PROPOSED STORM DRAINAGE PIPES CONNECTING TO EXISTING REINFORCED CONCRETE STRUCTURES SHALL BE WATERTIGHT. NEOPRENE BOOTS, FLEXIBLE CONNECTORS OR APPROVED EQUIVALENTS SHALL BE USED TO PREVENT LEAKAGE/INFILTRATION. 4.BEDDING AND BACKFILL FOR ALL PIPES AND STRUCTURES SHALL BE INSTALLED PER PROJECT SPECIFICATIONS AND COMPACTED TO THE REQUIRED DENSITY. 5.REFER TO SHEET C5 FOR STRUCTURE/PIPE TABLES. SHEET NUMBER SHEET TITLE PROJECT NUMBER 20240591.00.WK 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 1740 Airport Boulevard 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 C6 STORM DRAINAGE PROFILES 12/02/2024 SCHEDULE 40 DWV CORRUGATED PVC CORRUGATED POLYETHYLENE RIBBED PVC CAST IRON H-20 RATED GRATE VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTORS INLET AND OUTLET ADAPTORS AVAILABLE SDR-35 SEWER 4" THRU 12" FOR: HE I G H T 0° TO 359°. *(1) ADAPTORS CAN BE MOUNTED ON ANY ANGLE 12" DRAIN BASIN STANDARD (H-20) RATED DRAINAREA = 62.7 SQ. INCH HINGED GRATE COVER FOR EASY ACCESS 12" CAST IRON GRATE NOTES: 1.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF DRAIN BASIN AND CASTING FOR REVIEW AND APPROVAL. 2.YARD INLET INFORMATION SHOWN FOR 12-INCH DRAIN BASIN. FOLLOW MANUFACTURER INSTRUCTIONS FOR LARGER DRAIN BASINS AND GRATES TO ACCOMMODATE LARGER SIZE PIPES AND RCP. 3.DRAIN BASIN GRATES SHALL ACCOMMODATE H-20 LOADING. NYLOPLAST DRAIN BASIN1 NTSC6 CURB FLUME W/ APRON2 NTSC6 X X X X X X X X X X X XX 96 . 5 ' PROPOSED HANGAR C C C C C C C C C C C C C C C CA A E E E A A A A E E E A E E E A E E E A E E E A A A A A E E E C C C C A A A A A A 120' TYPE A JOINT IS EXPECTED AT BUILDING. REFER TO DETAILS THIS SHEET AND ARCHITECTURAL PLANS FOR CONNECTION INFORMATION. A A A A A A LEGEND TYPE A THICKENED EDGE ISOLATION JOINT PROPOSED CONCRETE PAVEMENT TYPE E DOWELED CONSTRUCTION JOINT TYPE C DOWELED CONTRACTION JOINTC A E 30.25 PROPOSED SPOT ELEVATION X X X X X X X X X X X XX PROPOSED HANGAR 30.34 30.3830.3030.24 30.01 30.10 30.17 30.24 30.21 30.12 30.2930.3530.40 30.08 30.17 30.25 30.33 30.37 30.31 30.21 30.4930.5730.6230.5830.5130.4430.36 30.50 30.50 30.50 30.50 30.50 30.50 30.50 30.6 1 30.6 8 30.7 5 30.8 1 30.8 7 30.8 1 30.74 30.29 1 inch = 10 ft. HORIZONTAL 20240591.00.WK C7 APRON JOINT LAYOUT PLAN, JOINT ELEVATION PLAN AND DETAILS 12/02/2024 T/2 ± d/2 NOT TO SCALE SEE DETAIL 1 DOWELED CONTRACTION JOINT (TYPE C) d NOT TO SCALE DOWELED CONSTRUCTION JOINT (TYPE E) T/2 ± d/2 SEE DETAIL 2 d W NOT TO SCALE CONTRACTION JOINT DETAIL SEALANT MATERIAL 1/4" - 3/8" BACKER ROD D BELOW SURFACE T/4 +/- 1/4" CHAMFER 1/4" BY 1/4"W NOT TO SCALE CONSTRUCTION JOINT DETAIL SEALANT MATERIAL 1/4" - 3/8" BACKER ROD D BELOW SURFACE 1 1/4" MIN. CHAMFER 1/4" BY 1/4" CONSTRUCTION JOINT BETWEEN SLABS NOTE: DOWEL BARS SHALL BE PLAIN STEEL BARS CONFORMING TO ASTM A615. BARS SHALL BE AS FOLLOWS: -USE 11 2" DIA. BY 20" LONG, SPACED AT 18" O.C. NOTES: 1. DOWEL BARS SHALL BE PLAIN STEEL BARS CONFORMING TO ASTM A615. BARS SHALL BE AS FOLLOWS: -USE 112" DIA. BY 20" LONG, SPACED AT 18" O.C. 2. WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT, SAW CUT EXISTING PAVEMENT FULL DEPTH TO A NEAT, VERTICAL EDGE PRIOR TO PAVING. PLAN VIEW NOT TO SCALE LONGITUDINAL JOINT TYPE C, D OR E BAR LENGTH VARIES 12" MINIMUM 10" MIN. BAR LENGTH VARIES TRANSVERSE JOINT TYPE C, D OR E JOINT DETAIL NOTES: 1. SEALANT RESERVOIR SIZED TO PROVIDE PROPER SHAPE FACTOR, W/D. FIELD POURED SEALANTS REQUIRE DIFFERENT SHAPE FACTORS FOR OPTIMUM PERFORMANCE, AS RECOMMENDED BY MANUFACTURER. 2. BACKER ROD MATERIAL MUST BE COMPATIBLE WITH THE TYPE OF SEALANT USED AND SIZED TO PROVIDE THE DESIRED SHAPE FACTOR, AS RECOMMENDED BY MANUFACTURER. 3. CHAMFERED EDGES ARE REQUIRED FOR DETAILS 1, 2 AND 3. 4. JOINTS SHALL BE SEALED WITH DOW CORNING 890 SL OR APPROVED EQUAL 5. #11 BARS MAY BE USED FOR SMOOTH DOWEL JOINTS. 3 1 / 6 " 1/ 2 " INITIAL SAW CUT DETAIL CONTRACTOR SHALL PLACE BACKER ROD IN ALL SAW CUTS IMMEDIATELY FOLLOWING SAWING TO KEEP MATERIAL FROM ENTERING SAWED JOINT. BACKER ROD SHALL BE SIZED TO ENSURE A TIGHT FIT AGAINST THE SIDES OF THE JOINT. NOT TO SCALE POSITION OF DOWELS AT EDGE OF JOINT (TYPE C, D, OR E) Te=12" SEE DETAIL 3, THIS SHEET 3/4" (19mm) Te = 1.25 T TO NEAREST 1" (3mm) BUT AT LEAST T+2" (5mm) TO THE NEAREST JOINT BUT NOT LESS THAN 10' (3m) NON-EXTRUDING PREMOLDED COMPRESIBLE MATERIAL THICKENED EDGE (TYPE A) NOT TO SCALE T= 9 . 5 " 6" MAX. 2" MIN.2" MIN. 6" MAX. T/ 4 + 1 " REINFORCEMENT REQUIRED IN ALL IRREGULAR SHAPED SLABS AS SHOWN BY "R" SYMBOL ON PLANS. REINFORCEMENT MUST BE IN PLACE PRIOR TO PAVING. REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT SECTION NOT TO SCALE SEE SLAB LAYOUT PLANS FOR TYPE OF JOINT REQUIRED REINFORCING SHALL CONSIST OF W6xW6-6"x6" WELDED WIRE FABRIC OR NO. 4 DEFORMED BARS 12"X12" WITH GRID OVERLAP OF 12" CHAIR (TYP) SEE NOTE BELOW NOTE: CHAIR SHALL BE ANCHORED TO BASE AND SPACED TO PREVENT SAGGING DURING CONCRETE PLACEMENT/WORKERS WEIGHT. 13" 4" 4" #3 BAR 1 1/2" 12" PARTIAL PLAN CLIP (TYP) NOT TO SCALE DOWEL BAR ASSEMBLY (BASKETS) END VIEW CONTRACTOR SHALL SUBMIT EPOXY COATING AND BOND BREAKER MATERIALS TO ENGINEER FOR REVIEW TOP SPREADER, 0.192 MIN. GAGE (BETWEEN EVERY OTHER BAR MIN.) CLIP EVERY OTHER SPREADER AFTER SETTING BASKET. BOTTOM AND TOP RUNNERS 0.3065 MIN. GAGE LEGS, 0.3065 MIN. GAGE DOWEL BAR ASSEMBLY NOTES: 1. WIRE USED IN BASKETS SHALL CONFORM TO ASTM A82 COLD DRAWN WIRE. 2. DOWEL BAR ATTACHMENT TO WIRE BASKET MAY BE ARC OR RESISTANCE WELDED. 3. WIRE FRAME MEMBERS SHALL BE RESISTANCE WELDED EXCEPT FOR SPREADER WIRES WHICH MAY BE ARC WELDED T=9.5" T=9.5" BACKER ROD RESILIENT FIBERBOARD JOINT FILLER - ONE PIECE, FULL DEPTH, FULL WIDTH, (CAST IN PLACE, TOP PORTION CUT OUT FOR JOINT SEALER & BACKER ROD) NOT TO SCALE EXPANSION JOINT DETAIL 1/2" VOID BEVEL EDGES (TYP.) COLD APPLIED JOINT SEALANT 1/4" 3/8" 3/8"± 1/16" (TO TOP OF SEALANT) 1"-1/2" 1/4" BEVEL (TYP.) NOTE: THICKENED EDGES SHALL BE INCIDENTAL TO THE P-501 PAY ITEM. DOWELS SHALL BE EPOXY COATED BY MANUFACTURER WITH BOND BREAKER APPLIED IN THE FIELD FOR SMOOTH DOWEL INSTALLATIONS. DOWELS SHALL BE EPOXY COATED BY MANUFACTURER WITH BOND BREAKER APPLIED IN THE FIELD FOR SMOOTH DOWEL INSTALLATIONS. NOTE: CONTRACTOR TO ENSURE PROPER ALIGNMENT OF DOWELS BEFORE AND DURING CONCRETE PLACEMENT. 20' TYP. 20' TYP. 20' TYP. 18 ' 20 ' 20 ' 20 ' 18 ' 1 inch = 10 ft. HORIZONTAL APRON JOINT LAYOUT PLAN APRON JOINT ELEVATION PLAN SHEET NUMBER SHEET TITLE PROJECT NUMBER 20240591.00.WK 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 1740 Airport Boulevard 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 1 C7 2 C7 4 C7 5 C7 6 C7 10 C7 9 C7 8 C7 7 C73 C7 1 1/4" MIN. X X X X X X X X X X X XXXXXXXXXXX AC HBOX TR A S K D R I V E NC D O T S R 1 3 1 2 60 ' P U L B I C R / W FLIGHTLINE ROAD D EXISTING SECURITY FENCE IS AIR OPERATIONS AREA (AOA) EXISTING TAXILANE EXISTING FENCE EXISTING FENCE EXISTING 480V POLE PROTECT EXISTING SANITARY LATERAL AT CROSSING PROPOSED MANUAL PEDESTRIAN GATE SEE DETAIL PROPOSED SECURITY FENCE (TIE TO EXIST.) D DD D D D D D D TAP EXISTING GAS MAIN AND PROVIDE SERVICE TO METER 4" FIRE SERVICE W/ DCV BACKFLOW ASSEMBLY SEE CFPUA DETAILS SHEET C12 REFER TO DRAWING C5 - GRADING, DRAINAGE & EROSION CONTROL PLAN FOR DRAINAGE INFORMATION 50 LF OF 4" DIP SEWER SERVICE @ 2% MIN. AND CLEANOUT OIL AND WATER SEPARATOR (OWS) SEE PLUMBERS DRAWINGS FOR THE DESIGN OF THE OWS AND ITS CONNECTIONSPROPOSED HANGAR 120' X 130' PROPOSED LEAN-TO BUILDING 120' X 20'FROM BASIN TO OWS (REFER TO PLUMBING PLANS BY OTHERS) ROOF DRAIN HEADER PIPE, SEE DRAINAGE PLAN (SEE C5 - GRADING, DRAINAGE & EROSION CONTROL PLAN FOR DRAINAGE INFORMATION) COORDINATE WITH DUKE ENERGY TO INSTALL NEW UTILITY POLE AND ELECTRICAL SERVICE PROTECT EXISTING HOTBOX AT STORM SEWER OWS CONNECTION TO EXISTING SEWER (VERIFY ELEVATION OF SEWER LATERAL AND CONNECT WITH 4" COUPLING) DOMESTIC 1" SERVICE W/ METER AND DCV BACKFLOW ASSEMBLY 34 LF OF 4" DIP SEWER SERVICE @ 2% MIN. AND CLEANOUT CONTRACTOR TO PROTECT EXISTING ELECTRICAL UTILITIES AND SHALL NOT CUT POWER TO THESE SHEET NUMBER SHEET TITLE PROJECT NUMBER 20240591.00.WK 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 1740 Airport Boulevard 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 LEGEND: LIMIT OF DISTURBANCE PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT LOD Know what's below. before you dig.Call R 1 inch = 20 ft. HORIZONTAL 20240591.00.WK C8 UTILITY PLAN 12/02/2024 PROPOSED OVERHEAD ELECTRIC LINE UTILITIES NOTES 1.SEE SHEET C1FOR LEGEND AND UTILITY NOTES. 2.REFER TO DRAWING C12FOR ALL CFPUA DETAILS. 3.PAYMENT FOR THE CONNECTIONS, FITTINGS AND APPURTENANCES REQUIRED FOR THE SEWER LINE CONSTRUCTION IS INCIDENTAL TO THE BOX HANGAR WITH SLIDING DOOR AND FLOOR SLAB, COMPLETE", ITEM OF WORK. NO SEPARATE MEASUREMENT OR PAYMENT SHALL BE MADE FOR THIS WORK. 4.CONTRACTOR TO COORDINATE WITH CFPUA FOR INSTALLATION OF WATER SERVICE METER. 5.CONTRACTOR SHALL LOCATE THE EXISTING SERVICE LATERALS AT THE CLEANOUT LOCATIONS AND DETERMINE THE CONNECTION ELEVATION PRIOR TO ORDERING MATERIALS. 6.COORDINATE PROPOSED COMMUNICATION SERVICE WITH AT&T. 7.SEE PLUMBERS DRAWINGS FOR SPRINKLER INSTALLATION AND REQUIREMENT AND DETAILS. SHEET NUMBER SHEET TITLE PROJECT NUMBER 20240591.00.WK 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 1740 Airport Boulevard 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 SEEDING MIXTURE SPECIES RATE (LB/ACRE) RYE (GRAIN) 120 SEEDING DATES COASTAL PLAIN — SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR LIME APPLICATION MINIMUM 2 TONS/ACRE W/ 3 TONS PER ACRE IN CLAY SOILS AND 750 LB/ACRE 10-10-10 FERTILIZER. MULCH APPLY 4,000 LB/ACRE STRAW. PROVIDE ASPHALT EMULSION TO STABILIZE MULCH/SEEDED AREAS WITHIN TAXIWAY SHOULDERS. MAINTENANCE REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE TEMPORARY SEEDING SCHEDULE - FALL TEMPORARY SEEDING SCHEDULE - SUMMERTEMPORARY SEEDING - LATE WINTER/EARLY SPRING PERMANENT SEEDING SCHEDULE SEEDING MIXTURE SPECIES RATE (LB/ACRE) RYE (GRAIN)120 SEEDING DATES COASTAL PLAIN - DEC.1-APR. 15 SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR LIME APPLICATION MINIMUM 2 TONS/ACRE W/ 3 TONS PER ACRE IN CLAY SOILS AND 750 LB/ACRE 10-10-10 FERTILIZER. MULCH APPLY 4,000 LB/ACRE STRAW. PROVIDE ASPHALT EMULSION TO STABILIZE MULCH/SEEDED AREAS WITHIN TAXIWAY SHOULDERS. MAINTENANCE REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. SEEDING SCHEDULE C9 5 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE NTS MAINTENANCE: MAINTAIN THE CONSTRUCTION ENTRANCE IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. C9 1 CONTRACTOR SHALL INSTALL CONSTRUCTION ENTRANCE WHERE SHOWN ON THE GRADING, DRAINAGE, AND EROSION CONTROL PLAN SHEET C6 12' 6" THICK 50' M I N . COARSE AGGREGATE- STONE SIZE = 2"-3" PUBL I C R O A D SEE S I T E P L A N MINIMUM GEOTEXTILE FABRIC INSTALLED UNDER CONSTRUCTION ENTRANCE NTS GENTLE SLOPES, DRIER SOILS, PHYSICAL LIMITATIONS AUG. 25 - SEPT. 15 AUG. 25 - SEPT. 15 APRIL 15 - JUNE 30 DATES DATES DATES 200 - 250 LB/ACRE 1 - 2 LB/1000 SF 40 - 80 LB/ACRE ORCOMMON BERMUDA GRASS TYPE RATE TALL FESCUES OF TWO OR MORE TURF TYPE FESCUE AND 50% MIXTURE BLEND OF 50% KY-31 TALL TYPE RATE 200 - 250 LB/ACREBLEND OF TWO TURF-TYPE TALL FESCUES (90%) AND TWO OR MORE KENTUCKY BLUEGRASS VARIETIES (10%) TYPE RATE GENTLE SLOPES, SOILS WITH AVERAGE OR BETTER MOISTURE, COOL SITES AMENDMENTS SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE OF 10-10-10 FERTILIZER. DRY SOIL, GRASS-LINED CHANNELS SHALL USE 3000 LB/ACRE OF GROUND AGRICULTURAL LIMESTONE AND 500 LB/ACRE OF 10-10-10 FERTILIZER. MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF STRAW. STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH ANCHORING TOOL. JUTE OR EXCELSIOR MATTING SHALL BE USED IN GRASS LINED CHANNELS TO CALCULATED HIGH WATER DEPTH. NOTE: 1.THE USE OF MILLET, LESPEDEZA, OR BAHIA GRASS IS PROHIBITED. 2.ALL SEEDING AND MULCHING TO BE PERFORMED IN THE AIRPORT OPERATIONS AREA SHALL BE APPLIED VIA HYDROSEEDING/ HYDROMULCHING METHODS. SEEDING MIXTURE SPECIES RATE (LB/ACRE) ANNUAL RYE 120 SEEDING DATES COASTAL PLAIN - APR. 15-AUG. 15 SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR LIME APPLICATION MINIMUM 2 TONS/ACRE W/ 3 TONS PER ACRE IN CLAY SOILS AND 750 LB/ACRE 10-10-10 FERTILIZER. MULCH APPLY 4,000 LB/ACRE STRAW. PROVIDE ASPHALT EMULSION TO STABILIZE MULCH/SEEDED AREAS WITHIN TAXIWAY SHOULDERS. MAINTENANCE REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. CONTRACTOR SHALL ANTICIPATE REGULAR WATERING DURING THE SUMMER TO ESTABLISH AND MAINTAIN GROUND COVER. 2 C9 TYPICAL STOCKPILE DETAIL NTS C9 3 POTENTIAL STOCKPILE AREA FILTER SOCK PLACED AROUND STOCKPILE AREA PRIOR TO PLACEMENT OF MATERIAL AND STAKED ACCORDING TO MANUFACTURER SPECIFICATIONS INSTALLATION AND MAINTENANCE NOTES: 1.FILTER SOCK TO EXTEND AROUND THE ENTIRE PERIMETER OF STOCKPILE, OR IF STOCKPILE AREA IS LOCATED ON/NEAR A SLOPE THE FILTER SOCK IS TO EXTEND ALONG CONTOURS OF THE DOWN-GRADIENT AREA. 2.IF STOCKPILE IT TO REMAIN FOR MORE THAN 14 DAYS, TEMPORARY STABILIZATION MEASURES MUST BE IMPLEMENTED. 3.FILTER SOCK SHALL BE MAINTAINED UNTIL STOCKPILE AREA HAS EITHER BEEN REMOVED OR PERMANENTLY STABILIZED. 4.THE KEY TO FUNCTIONAL TEMPORARY STOCKPILE AREAS IS WEEKLY INSPECTIONS, ROUTINE MAINTENANCE, AND REGULAR SEDIMENT REMOVAL. 5.STOCKPILE AREA SHALL BE INCIDENTAL TO MOBILIZATION. 6.FILTER SOCK ASSOCIATED WITH STOCKPILE AREAS TO MAINTAIN SEDIMENT AND EROSION CONTROL SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 7.SOIL STOCKPILED ON SITE SHALL BE APPROVED BY THE OWNER AND LOCATED WITHIN THE ESTABLISHED LIMIT OF DISTURBANCE AS SHOWN ON THESE PLANS. * SEE DETAIL 2/## FOR INSTALLATION & MAINTENANCE OF FILTER SOCK NOTE: STOCKPILE HEIGHTS SHALL NOT EXCEED 25 FEET. STOCKPILE SLOPES SHALL BE 3:1 OR FLATTER. * FILTER SOCK TOPSOIL/DEBRIS STOCKPILE 3 (TYP.) 1 * FILTER SOCK EXISTING GRADE 1 3 EXPANSION RESTRAINT DEFLECTOR 1" REBAR FOR BAG REMOVAL FROM INLET FILTER BAG DUMP LOOPS GRATEGRATE HOOD CATCH BASIN OUTLET NOTES 1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK. 2. FILTER TYPES SHALL BE APPROVED BY THE OWNER'S INSPECTOR PRIOR 3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT 4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE. 5. FILTER BAGS SHALL BE CLEANED OR REPLACED EVERY 7 DAYS AND AFTER TO INSTALLATION. THE DIRECTION OF THE ENGINEER. EVERY 0.5 RAINFALL (BAG SHALL NOT BE MORE THAN HALF FULL AT ANY TIME). SECTION INSTALLATION 6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING TOWN OR NCDOT ROADS. SILT SACK INLET PROTECTION DETAIL NTS TYPICAL SOD INSTALLATION LAY SOD IN A STAGGERED PATTERN WITH STRIPS BUTTED TIGHTLY AGAINST EACH OTHER. A SHARPENED MASON'S TROWEL CAN BE USED TO TUCK DOWN THE ENDS AND TRIM PIECES. BUTTING - ANGLED ENDS CAUSED BY THE AUTOMATIC SOD CUTTING MUST BE MATCHED CORRECTLY. CORRECT INCORRECT TYPICAL SOD INSTALLATION WITHIN DRAINAGE SWALE LAY SOD ACROSS THE DIRECTION OF FLOW. FLOW USE PEGS OR STABLES TO FASTEN SOD FIRMLY AT THE ENDS OF STRIPS AND IN THE CENTER, OR EVERY 3-4' IF THE STRIPS ARE LONG. WHEN READY TO MOW, DRIVE PEGS OR STAPLES FLUSH WITH THE GROUND. PEG OR STABLE 6- 1 0 " NOTES: 1.SODDING GRASS TYPE TO BE APPROVED BY THE OWNER PRIOR TO CONSTRUCTION. SOD SELECTED SHALL BE NC STATE CERTIFIED. SOD SHALL BE INSTALLED PER SPECIFICATION SECTION T-904. SOD INSTALLATION C9 4 NTS C9 EROSION CONTROL DETAILS - 1 12/02/2024 8 C9 2-FT . M A X . S P A C I N G 18-IN. MIN. POST INSTALLATION DETAIL NOT TO SCALE FILTER SOCK INSTALLATION DETAIL NOT TO SCALE DRAIN INLET PLANDRAIN INLET SECTION 2" x 2" WOOD STAKES or 1.25 #/FT STEEL POSTS 12" DIA. FILTER SOCK WIRE TIES, (TYP.) STORM GRATE 12" DIA. FILTER SOCK ENTRENCHED INSTALLATION 3" MIN. INSIDE DIAMETER OF SOCK SHALL BE NO CLOSER THAN 12" TO THE GRATE GRATE INLET 12" DIA. COMPOST SOCK 2" x 2" WOOD STAKES 18 INCH MIN. FLOW TRENCH INTO GROUND 4 INCH MIN. NOTE: WHEN JOINING TWO SEPARATE PIECES OF COMPOST SOCK, PROVIDE A MINIMUM 12" OVERLAP. SOCKS SHALL BE STAKED AT THE OVERLAPPED AREA TO KEEP THE SECTIONS TOGETHER. TEMPORARY COMPOST FILTER SOCK INLET PROTECTION DETAIL NOT TO SCALE INSPECTION AND MAINTENANCE: 1.THE KEY TO FUNCTIONAL INLET PROTECTION IS WEEKLY INSPECTION, ROUTINE MAINTENANCE, AND REGULAR SEDIMENT REMOVAL. 2.REGULAR INSPECTIONS OF SEDIMENT TUBE SHALL BE CONDUCTED ONCE EVER CALENDAR WEEK AND, AS RECOMMENDED, WITH 24 HOURS AFTER EACH RAINFALL EVENT THAT PRODUCES 1/2 INCH OR MORE OF PRECIPITATION. 3.ATTENTION TO SEDIMENT ACCUMULATION IN FRONT OF THE SEDIMENT TUBE IS EXTREMELY IMPORTANT. ACCUMULATED SEDIMENT SHOULD BE CONTINUALLY MONITORED AND REMOVED WHEN NECESSARY. 4.REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES 1/3 HEIGHTS OF THE SEDIMENT TUBE. WHEN A SUMP IS INSTALLED IN FRONT OF THE TUBE, SEDIMENT SHOULD BE REMOVED WHEN IT FILLS APPROXIMATELY 1/3 THE DEPTH OF THE SUMP. 5.REMOVED SEDIMENT SHALL BE PLACED IN STOCKPILE STORAGE AREAS OR SPREAD THINLY ACROSS DISTURBED AREA. STABILIZE THE REMOVED SEDIMENT AFTER IT IS RELOCATED. 6.LARGE DEBRIS, TRASH, AND LEAVES SHOULD BE REMOVED FROM IN FRONT OF THE TUBES WHEN FOUND. 7.INLET PROTECTION STRUCTURES SHOULD BE REMOVED AFTER ALL THE DISTURBED AREAS ARE PERMANENT STABILIZED. REMOVE ALL CONSTRUCTION MATERIAL AND SEDIMENT, AND DISPOSE OF THEM PROPERLY. GRADE THE DISTURBED AREA TO THE ELEVATION OF THE DROP INLET STRUCTURE. STABILIZE ALL BARE AREAS IMMEDIATELY. 8.COMPENSATION FOR TEMPORARY COMPOST FILTER INLET PROTECTION SHALL BE MADE UNDER ITEM C-102-3, PER ITEM. 1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. 3.ROLL THE BLANKETS DOWN THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLED/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5.CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE WITH AN APPROXIMATE 3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE BLANKET WIDTH. NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. 6" 2. 4. 5. 1. 3. EROSION CONTROL MATTING NTSC9 7 BAC K F I L L 4" 4" 1' 6" 6" 1' 6"12" 12" 1' FIGURE 2 INTERMITTENT CHECK SLOT/ BEGINNING OF NEW ROLL FIGURE 1 TOE SLOPE ANCHOR TRENCH FIGURE 3 TOP OF EMBANKMENT/ BANK TERMINATION STAKE AT 1' INTERVALS D I R E C T I O N O F F L O W DIRECTION OF FLO W START NEW ROLL IN CHECK SLOT, OVERLAP MINIMUM 1' STAKE AT 1' INTERVALS DIR E C T I O N OF F L O W 2.0 ' MI N I M U M PLAN VIEW TEMPORARY COMPOST FILTER SOCK DETAIL C9 6 NOT TO SCALE FILTER SOCK DETAIL NOTES: A.RANGE OF PH IS 5.0-8.0 IN ACCORDANCE WITH TMECC 04.11-A, “ ELECTROMETRIC PH DETERMINATIONS FOR COMPOST ” B.PARTICLE SIZE - 99% PASSING A 2 IN (50MM) SIEVE WITH A RANGE OF 30%-50% PASSING A 3/8 IN (9.5MM) SIEVE, IN ACCORDANCE WITH TMECC 02.02-B, “ SAMPLE SIEVING FOR AGGREGATE SIZE CLASSIFICATION ” . (NOTE- IN THE FIELD, PRODUCT COMMONLY IS BETWEEN ½ IN [12.5MM] AND 2 IN [50MM] PARTICLE SIZE.) C.MESH OPENING SIZE SHALL BE BETWEEN 1/8" AND 3/8". D.MOISTURE CONTENT OF LESS THAN 60% IN ACCORDANCE WITH STANDARDIZED TEST METHODS FOR MOISTURE DETERMINATION. E.MATERIAL SHALL BE RELATIVELY FREE (<1% BY DRY WEIGHT) OF INERT OR FOREIGN MAN MADE MATERIALS. F.A SAMPLE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO BEING USED AND MUST COMPLY WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. G.EXAMPLES OF MEDIA THAT MAY BE USED INCLUDE UNTREATED AND NON-PAINTED WOOD PALLETS, AND CLEAN LAND CLEARING DEBRIS OR TREE CHIPS PROVIDED THEY MEET THE CRITERIA SHOWN ABOVE. H.FILTER SOCK SHALL BE FILTREXX FILTER SOCK, OR APPROVED EQUAL. FILTER SOCK MAINTENANCE NOTES: A.THE CONTRACTOR SHALL REMOVE SEDIMENT AT THE BASE OF THE UPSLOPE SIDE OF THE PERIMETER WHEN ACCUMULATION HAS REACHED 1//2 HEIGHT OF THE SOCK, OR AS DIRECTED BY THE ENGINEER. B.THE FILTER MEDIA WILL BE DISPERSED ON SITE ONCE DISTURBED AREA HAS BEEN PERMANENTLY STABILIZED, CONSTRUCTION ACTIVITY HAS CEASED, OR AS DETERMINED BY THE ENGINEER. NOTES: 1.FILTER SOCK SHALL BE PLACED AS DIRECTED BY THE ENGINEER OR THE RESIDENT PROJECT REPRESENTATIVE (RPR) TO PREVENT THE DISCHARGE OF SOIL INTO WETLANDS AND/OR STREAMS. COMPENSATION FOR FILTER SOCK SHALL BE UNDER ITEM C-102-2, PER LINEAR FOOT. 2.ONCE FINAL STABILIZATION IS ACHIEVED, AS DETERMINED BY THE ENGINEER, THE CONTRACTOR SHALL REMOVE STAKES, CUT MESH FOR FILTER SOCK AND SPREAD MULCH ON THE SURROUNDING GROUND. IF A NON-BIODEGRADABLE MESH IS USED, THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF THE MESH. SECTION VIEW AREA TO BE PROTECTED WORK AREA 2" HEADWIDTH WOODEN STAKES PLACED 10' ON CENTER 12" DIA. FILTER SOCK ALIGN FILTER FABRIC ROLLS END TO END IN LOCATIONS SHOWN ON SHEETS C500 TO C504 & OVERLAP STAPLED FABRIC INTO THE GROUND FILTER FABRIC ROLL 2"x2" WOOD STAKES OR 1.25 #/FT STEEL POST 12" DIA. FILTER SOCK 2.0' SPACING (TYP.) CONTINUOUS ALONG TUBE SHEET NUMBER SHEET TITLE PROJECT NUMBER 20240591.00.WK 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 1740 Airport Boulevard 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 GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCG01 CONSTRUCTION GENERAL PERMIT Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCG01 Construction General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority having jurisdiction. GROUND STABILIZATION SPECIFICATION Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below: POLYACRYLAMIDES (PAMS) AND FLOCCULANTS 1.Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC DWR List of Approved PAMS/Flocculants. 2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. 3.Apply flocculants at the concentrations specified in the NC DWR List of Approved PAMS/Flocculants and in accordance with the manufacturer's instructions. 4.Provide ponding area for containment of treated Stormwater before discharging offsite. 5.Store flocculants in leak-proof containers that are kept under storm-resistant cover or surrounded by secondary containment structures. HAZARDOUS AND TOXIC WASTE 1.Create designated hazardous waste collection areas on-site. 2.Place hazardous waste containers under cover or in secondary containment. 3.Do not store hazardous chemicals, drums or bagged materials directly on the ground. EQUIPMENT AND VEHICLE MAINTENANCE 1.Maintain vehicles and equipment to prevent discharge of fluids. 2.Provide drip pans under any stored equipment. 3.Identify leaks and repair as soon as feasible, or remove leaking equipment from the project. 4.Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when possible). 5.Remove leaking vehicles and construction equipment from service until the problem has been corrected. 6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials. LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE 1.Never bury or burn waste. Place litter and debris in approved waste containers. 2.Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site to contain construction and domestic wastes. 3.Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 4.Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and does not drain directly to a storm drain, stream or wetland. 5.Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers. 6.Anchor all lightweight items in waste containers during times of high winds. 7.Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow. 8.Dispose waste off-site at an approved disposal facility. 9.On business days, clean up and dispose of waste in designated waste containers. PAINT AND OTHER LIQUID WASTE 1.Do not dump paint and other liquid waste into storm drains, streams or wetlands. 2.Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 3.Contain liquid wastes in a controlled area. 4.Containment must be labeled, sized and placed appropriately for the needs of site. 5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites. PORTABLE TOILETS 1.Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags. 2.Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas. 3.Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit. HERBICIDES, PESTICIDES AND RODENTICIDES 1.Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions. 2.Store herbicides, pesticides and rodenticides in their original containers with the label, which lists directions for use, ingredients and first aid steps in case of accidental poisoning. 3.Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately. 4.Do not stockpile these materials onsite. CONCRETE WASHOUTS 1.Do not discharge concrete or cement slurry from the site. 2.Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility. 3.Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence. 4.Install temporary concrete washouts per local requirements, where applicable. If an alternate method or product is to be used, contact your approval authority for review and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail. 5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving surface waters. Liquid waste must be pumped out and removed from project. 6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s) closest to the washout which could receive spills or overflow. 7.Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the washout. Additional controls may be required by the approving authority. 8.Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on the washout itself to identify this location. 9.Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's instructions. 10.At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. EARTHEN STOCKPILE MANAGEMENT 1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other alternatives are reasonably available. 2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe of stockpile. 3.Provide stable stone access point when feasible. 4.Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. A A BELOW GRADE WASHOUT STRUCTURE 1:1 SIDE SLOPE (TYP.) 10 MIL PLASTIC LINING 3' - 0 " MI N . & X ' MA X . SECTION A-A NOT TO SCALE ABOVE GRADE WASHOUT STRUCTURE NOT TO SCALE PLAN SECTION B-B HIGH COHESIVE & LOW FILTRATION SOIL BERM 8" 6" 2' HIGH COHESIVE & LOW FILTRATION SOIL BERM1:1 SIDE SLOPE (TYP.) 10 MIL PLASTIC LINING B B 3' - 0 " MI N . & X ' MA X . A SANDBAGS (TYP.) OR STAPLES SANDBAGS (TYP.) OR STAPLES SANDBAGS (TYP.) OR STAPLES SANDBAGS (TYP.) OR STAPLES NOTES: 1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY. 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARLY MARKED WITH SIGNAGE NOTING DEVICE. NOTES: 1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD. 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARLY MARKED WITH SIGNAGE NOTING DEVICE. ONSITE CONCRETE WASHOUT STRUCTURE WITH LINER CONCRETE WASHOUT CONCRETE WASHOUT PLAN CLEARLY MARKED SIGNAGE NOTING DEVICE (18"X24" MIN.) CLEARLY MARKED SIGNAGE NOTING DEVICE (18"X24" MIN.) SILT FENCE 10 ' MI N 10' MIN SECTION E: GROUND STABILIZATION Required Ground Stabilization Timeframes Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved. Site Area Description Timeframe variations -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed unless there is zero slope Stabilize within this many calendar days after ceasing land disturbance 7 7 7 14 None None (a)Perimeter dikes, swales, ditches, and perimeter slopes (b)High Quality Water (HQW) Zones (c)Slopes steeper than 3:1 If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed (d)Slopes 3:1 to 4:1 (e)Areas with slopes flatter than 4:1 14 -7 days for slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF-INSPECTION Self-inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record. NOTE: The rain inspection resets the required 7 calendar day inspection requirement. PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION B: RECORDKEEPING 1.E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be documented in the manner described: 2. Additional Documentation In addition to the E&SC Plan documents above, the following items shall be kept on the site and available for agency inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical: (a)This general permit as well as the certificate of coverage, after it is received. (b)Records of inspections made during the previous 30 days. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically-available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard-copy records. (c)All data used to complete the Notice of Intent and older inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41] PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION C: REPORTING 1.Occurrences that must be reported Permittees shall report the following occurrences: (a)Visible sediment deposition in a stream or wetland. (b)Oil spills if: ·They are 25 gallons or more, ·They are less than 25 gallons but cannot be cleaned up within 24 hours, ·They cause sheen on surface waters (regardless of volume), or ·They are within 100 feet of surface waters (regardless of volume). (a)Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85. (b)Anticipated bypasses and unanticipated bypasses. (c)Noncompliance with the conditions of this permit that may endanger health or the environment. 2.Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported to the Division's Emergency Response personnel at (800) 662-7956, (800) 858-0368 or (919) 733-3300. NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 PART II, SECTION G, ITEM (4) DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather). Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: (a)The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal shall not commence until the E&SC plan authority has approved these items, (b)The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit, (c)Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems, (d)Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above, (e)Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and (f)Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. C10 EROSION CONTROL DETAILS - 2 12/02/2024 3'-0" O.C. 45° 4" WHITE STRIPE ON PAVEMENT/ BLUE FOR ADA TRANSVERSE STRIPING9 NTSC11 ROOF DRAIN DETAIL10 NTSC11 C11 CONSTRUCTION DETAILS 12/02/2024 FLOW FLOW 3/ 4 " 1/ 2 " 1"R 1"R EXPULSION COLLECTION 1"R 1"R1"R 1-1/4"R1-1/4"R 3000 PSI CONCRETE MINIMUM 1"R6" 1'-6" 6 1 / 2 " 12 " 6" 1'-6" 6 1 / 2 " 12 " NOTE: CONSTRUCTION JOINTS SHALL BE SPACED EVERY 8 TO 10 FEET BARRIER CURB AND GUTTER4 NOT TO SCALE TAPER CURB5 NOT TO SCALE NTSC11 2 PROPOSED CONCRETE PAVEMENT FULL-DEPTH SECTION NOTES: 1.PROOFROLLING SHALL OCCUR IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER OR HIS/HER REPRESENTATIVE. PROOFROLLING SHALL BE PERFORMED IN ACCORDANCE WITH SPECIFICATION ITEM P-152. 2.CONTRACTOR SHALL CONSTRUCT THE CRUSHED AGGREGATE BASE COURSE PER SPECIFICATION P-209. CRUSHED AGGREGATE BASE COURSE SHALL BE INSTALLED TO BELOW PROPOSED PAVEMENT SURFACE ELEVATION. PROPOSED 6" CRUSHED AGGREGATE BASE COURSE (P-209) SEE NOTE 2 PREPARED SUBGRADE SEE NOTE 1 PROPOSED 9.5" P-501 CONCRETE PAVEMENT C11 C11 NOT TO SCALE 8' CHAIN LINK FENCE DETAIL SHEET NUMBER SHEET TITLE PROJECT NUMBER 20240591.00.WK 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 1740 Airport Boulevard 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 NTSC11 3 NTSC11 1 STANDARD DUTY ASPHALT PAVEMENT NOTES: 1.ASPHALT THICKNESS NOTED SHALL BE THE FINAL COMPACTED MATERIAL THICKNESS. 2.CONTRACTOR SHALL ACHEIVE 98% MDD IN THE ABC AND PAVEMENT LAYERS. 1' - 7 " 10" 7° 2" 9"16" 6" 2" 16"R 10" 3'-7" 15°4" 3' - 1 0 " 22 " HANDICAP PARKING SIGN DETAIL HANDICAP PARKING SYMBOL DETAIL 36 " 12" REQUIRED PROVIDE AS ON PLANS 60 " + UNDER THE SIGN PEDESTRIAN PATH FROM 84" WHEN 18 " 12" CONC. BASE 3,000 PSI BACKGROUND BACKGROUND WHITE LETTERING, GREEN GALVANIZED STL. POST (2"X2") SIGN METAL WHITE SQUARE ON BLUE SYMBOL WHITE BORDER ARROW & LETTERING, GREEN CAR TO WALK PASSES TURN DOWN SIDEWALK DETAIL 6" GRADED AGGREGATE BASE COMPACTED TO 98% MODIFIED PROCTOR COMPACTED SUBGRADE TO 100% MODIFIED PROCTOR 2" TYPE S9.5B ASPHALTIC SURFACE COURSE 6 NTSC11 8 NTSC11 ACCESSIBLE CURB RAMP7 NTSC11 FENCE DETAILS11 NTSC11 NOTE: 1. DETECTABLE WARNING PATTERNS ARE NOT REQUIRED PER THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN. NOTES FOR 8' FENCE AND GATES: 1.MISCELLANEOUS ITEMS, SUCH AS BOLTS, NUTS AND WASHERS SHALL BE GALVANIZED STEELE OR ALUMINUM ALLOY AT THE MANUFACTURER'S OPTION. 2.BRACE BANDS SHALL BE USED TO SECURE TOP RAIL AND BRACE ENDS TO TERMINAL POSTS. WHEN TENSION BARS ARE USED, TENSION BANDS SHALL BE USED FOR SECURING CHAIN-LINK FABRIC AT EACH TERMINAL POST. SPACING OF TENSION BANDS ON POSTS SHALL BE AT 15 INCH INTERVALS OR LESS. BRACE AND TENSION BANDS SHALL BE STEEL AND SHALL BE 34 INCH WIDE BY 110 INCH THICK NOMINAL. 3.TENSION BARS FOR 2 INCH MESH SHALL BE NO LESS THAN 316 BY 34 INCH OR EQUIVALENT CROSS-SECTIONAL AREA. A TENSION BAR SHALL BE PROVIDED WHERE CHAIN-LINK FABRIC MEETS TERMINAL POSTS. TENSION BAR SHALL BE STEEL, OF A CONTINUAL LENGTH COMPATIBLE WITH THE HEIGHT OF THE FENCE AND SHALL BE THREADED THROUGH THE FABRIC AND ATTACHED TO THE POSTS BY TENSION BANDS. ROLL FORMED POSTS WITH INTEGRAL LOOPS FOR WEAVING FABRIC TO POSTS ARE ACCEPTABLE IN LIEU OF TENSION BARS. 4.ALL EXPOSED ENDS OF TUBULAR POSTS SHALL BE FITTED WITH CAPS. THE CAP SHALL FIT SNUGLY OVER THE POSTS AND EXCLUDE, MOISTURE SUCH AS RAIN. WHEN TOP RAIL IS PROVIDED THE CAPS SHALL HAVE A RING OR HOLE SUITABLE FOR THE THROUGH PASSAGE OF THE TOP RAIL CAPS SHALL BE PRESSED STEEL, MALLEABLE CASTING, OR ALUMINUM ALLOY IN ACCORDANCE WITH ASTM F626. 5.ENDS OF TOP RAIL AND BRACED SHALL BE PROVIDED WHEN TOP RAIL OR BRACES ARE REQUIRED. TOP RAIL AND BRACE ENDS SHALL BE PRESS STEEL, MALLEABLE CASTING, OR ALUMINUM ALLOY IN ACCORDANCE WITH ASTM F626. 6.TOP RAIL SLEEVES SHALL ALLOW FOR EXPANSION AND CONTRACTION OF THE TOP RAIL. TOP RAIL SLEEVES SHALL HAVE A MINIMUM LENGTH OF 6 INCHES AND BE OF THE SAME MATERIAL AS THE TOP RAIL. TOP RAILS PROVIDED WITH 3 INCH SWAGE ENDS ARE ACCEPTABLE IN LIEU OF TOP RAIL SLEEVES. 7.WIRE TIES OR CLIPS SHALL BE PROVIDED FOR ATTACHING FABRIC TO LINE POSTS, TOP RAIL, OR TENSION WIRE. WIRE TIES AND CLIPS SHALL BE AT INTERVALS NOT GREATER THAN 15 INCHES WHEN ATTACHING FABRIC OR LINE POSTS, AND THE SPACE INTERVAL SHALL NOT EXCEED 24 INCHES WHEN ATTACHING FABRIC TO TOP RAILS OR TENSION WIRE. 8.TOP RAIL LENGTHS SHALL BE FITTED WITH 6 INCH CONNECTORS OF THE SAME MATERIAL AS THE RAIL OR SHALL HAVE A 3 INCH LONG SWAGE ON ONE END FOR CONNECTING INTO A CONTINUOUS RUN. SUITABLE FITTINGS SHALL BE PROVIDED FOR SECURING TOP RAIL TO EACH GATE, CORNER AND END POSTS. 9.BRACES SHALL BE PROVIDED FOR GATE POSTS AND EACH TERMINAL POST WHEN A TOP RAIL IS NOT USED. WHEN FABRIC HEIGHT IS 6 FEET OR GREATER. BRACES SHALL BE FURNISHED WITH OR WITHOUT TOP RAIL. BRACES EXTENDING TO LINE POST SHALL BE CONNECTED BACK TO THE BASE OF THE BRACE POST BY A 516 INCH MINIMUM OUTSIDE DIAMETER TRUSS ROD AND TIGHTENER. 10.LINE POSTS AND BRACE POSTS SHALL BE ZINC-GALV. COATED, 2.375 INCH (O.D.) PIPE 0.130 INCH MINIMUM WALL THICKNESS IN CONFORMANCE WITH FED. SPEC. RR-F-191/3, GALV. CORNER POSTS TO BE 2.875 INCH O.D. PIPE, 0.160 INCH MINIMUM WALL THICKNESS. 11.TIE WIRE: 0.144 INCH DIAMETER FOR ATTACHING FABRIC TO TOP RAIL AND TO INTERMEDIATE POSTS. PREFORMED CLIPS OF 6 GAGE, ZINC-COATED, STEEL WIRE MAY BE USED FOR ATTACHING FABRIC TO INTERMEDIATE POSTS. 12.LINE POSTS, RAILS AND BRACES SHALL BE GALVANIZED STEEL PIPE CONFORMING TO ASTM F 1083. 13.FENCING WIRE SHALL BE 7 GAUGE MARCELLED STEEL WITH SAME COATING AS FABRIC AND SHALL CONFORM TO ASTM A 824. 14.BRACE POSTS SHALL BE INSTALLED EVERY 500' MAXIMUM. WHERE BEND IN FENCE LINE IS GREATER THAT 15 DEGREES, BRACE POST SHALL BE INSTALLED. 15.SOIL EXCAVATED FOR HT FENCE POSTS SHALL BE SPREAD FLAT BY RAKE ACROSS THE GROUND. ROCKS SHALL BE RAKED OUT AND REMOVE. 16.BARBED WIRE ARM SHALL BE INSTALLED AT AN ANGLE OF 45 +/- 5 DEGREES FROM THE PLANE OF THE FENCE AND THE OUTER STRAND OF BARBED WIRE SHALL BE POSITIONS 12 +/- 2 INCHES HORIZONTALLY FROM THE FENCE LINE. FOR OTHER BARBED WIRE SPECIFICATION REFER TO FEDERAL SPECIFICATION RR-F-191/4. FENCE POST FENCE AND GATE GROUNDING DETAIL GROUNDING NOTES: 1.FOR FENCES WITH METALLIC POSTS SET IN CONCRETE. THE GROUNDING SHALL BE ACCOMPLISHED BY6 USING A 5 8" MINIMUM DIAMETER GALVANIZED COPPERCLAD GROUND ROD DRIVEN INTO THE GROUND A MINIMUM OF 8 FEET . THE THE GROUND ROD SHALL BE SO LOCATED AND DRIVEN THAT IT SHALL BE AGAINST THE FENCE IN ITS FINAL POSITION. THE LENGTH OF THE ROD SHALL BE SUCH THAT WHEN IT S DRIVEN INTO THE GROUND THE SPECIFIED DEPTH, THE TOP OF THE ROD SHALL BE AT THE SAME HEIGHT AS THE FENCE. THE ROD SHALL BE TIGHTLY FASTENED WITH NUMBER 2 GALVANIZED IRON WIRE TO EACH STRAND OF A BARBED WIRE FENCE AND AT THE TOP, CENTER,A ND BOTTOM POINTS OF A WOVEN WIRE OF A CHAIN LINK FENCE. 2.ONE GROUNDING ROD IS REQUIRED FOR EACH 500 LINEAR FEET OF FENCE, OR FRACTION THEREOF, SECTION OF FENCE, REGARDLESS OF LENGTH, ISOLATED BY GATES, GAP AT SPICES, OR PLASTIC CONNECTORS, SHALL BE GROUNDED INDEPENDENTLY. GROUNDING CLAMP JUMPER TO GROUND LOOP NOT TO SCALE NOT TO SCALE 0. 5 " M I N C R O W N 18 " N O M . 3,000 PSI CONCRETE FENCE POST & FOUNDATION BEYOND INSTALL 3.5' O.C. (MAX) 1 EA. 1/4" - 20 X 4" FORGED EYEBOLT GALV. 1 EA. 1/4" X 1 1/4" FENDER WASHER GALV. 2 EA 1/4" - 20 HEX NUTS GALV. LIMITS OF GRASSING 18" NOM. TYPICAL 12" TYP. INSTALL FENCE FABRIC FLUSH WITH FINISHED CONCRETE MOW STRIP. HOG RING FENCE FABRIC TO EYEBOLTS EXISTING GROUND 3.5" (TYP.) NEW FENCE UNRESTRICTED RESTRICTED NOT TO SCALE MOW STRIP / INTRUSION BARRIER NOTE: MOW STRIP IS REQUIRED FOR ALL NEW CHAIN LINK FENCE. COST SHALL BE INCLUDED IN THE UNIT COST PER LINEAR FOOT OF FENCE CONSTRUCTED. NOTE: ALL GATES, GATE EQUIPMENT, AND APPURTENANCES ARE TO MATCH EXISTING GATES, GATE EQUIPMENT, AND APPURTENANCES IN PLACE ON THE GSP CAMPUS. 4" MAX. 10'-0" MAXIMUM-8' FENCE 6" 8' - 0 " 2" MIN. BOTTOM TENSION WIRE ATTACH FENCE FABRIC TO TENSION WIRE WITH HOG-RINGS APPROX. 24" O.C. BARBED WIRE W/12-1/2 GA. LINE WIRES & 14 GA. 4-POINT BARBS SPACED 3" O.C. AT 5" MAX CENTERS EXTENSION ARMS TO BE PLACED ON THE OPPOSITE SIDE OF THE AREA TO BE PROTECTED END, CORNER OR PULL POST @ 500' MAX. SPACING 2 1/2" I.D. MIDDLE RAIL SUPPORT 3/8" Ø GALV. TRUSS ROD WITH TURNBUCKLE INSTALLED ON INSIDE OF FENCE P-610 CONCRETE ANCHOR TOP RAIL 1-5/8" O.D. STD. WEIGHT PIPE TOP RAIL LINE POST 2" I.D. 9 GAUGE GALV. FABRIC (2" MESH) 2" CROWN NOTES: 1.ALL FABRIC SHALL BE #9 GA-2" MESH WITH TWISTED END SELVAGES ON TOP AND KNUCKLED END SELVAGES ON BOTTOM 2.ALL FENCING AND GATES SHALL BE BLACK VINYL COATED. 3.FENCE EYELET RINGS TO BE 516" 4.LINE AND BRACE FENCE POSTS SHALL BE 2.375" OD MIN. CORNER AND END POSTS SHALL BE 2.875" OD. MIN GATE POSTS SHALL BE 4" O.D. MIN. 5.2. MIDDLE RAIL SUPPORTS ARE REQUIRED AT FNECE CORNERS AND TERMINAL POSTS. POSTS TO BE USED AS PULL SUPPORTS FOR INSTALLING AND TENSIONING FENCE FABRIC ARE CONSIDERED TERMINAL POSTS. 45° CORNER EXTENSION ARM OUTBOARD 45° LINE POST EXTENSION ARM OUTBOARD BARBED WIRE W/12-1/2 GA. LINE WIRES & 14 GA. 4-POINT BARBS SPACED 3" O.C. DOME CAP AT GATE POSTS 1-5/8" TOP RAIL END CUP OFFSET 1-5/8" TOP RAIL END CUP 3/8" TRUSS ROD (INSTALLED ON INSIDE OF FENCE) 1-5/8" TOP RAIL END CUP OFFSET 1-5/8" STD. WEIGHT PIPE RAIL 9 GA. TIE WIRE @ 24" O.C. MAX.TOP OR BRACE RAIL BAND CHAIN LINK FABRIC 3/16" x 3/4" TENSION BAR TENSION BAR BAND @ 15" O.C. MAX. 5/16" x 1-1/2" CARRIAGE BOLT 2.875" O.D. END OR GATE POST WITH TOP CAP (TYP.) SIDE ELEVATION TOP VIEW 3/16" x 3/4" TENSION BAR TENSION BAR BAND @ 15" O.C. MAX. 5/16" x 1-1/2" CARRIAGE BOLT x x x x x x x x x x x x x x x x x TRUSS CONNECTOR 2.5" O.D. LINE POST BRACE RAIL BAND TURNBUCKLE 3/16" x 3/4" TENSION BAR 2.875" O.D. END OR GATE POST TENSION BAR BAND @ 15" O.C. MAX. FENCE POST DETAILS 1-5/8" O.D. CONTINUOUS TOP RAIL CORNER OR TERMINAL POST SHALL BE 16" DIA. MIN. 1' - 0 " 3' - 0 " M I N . EM B E D M E N T COPPER CLAD GROUND ROD SHALL BE 5/8" IN DIA. AND 8' LONG WITH A NO. 6 SOLID COPPER CONDUCTOR TIED TO GROUND ROD, TIED TO TOP RAIL, AND EACH STRAND OF BARBERD WIRE. EACH ELEMENT OF FENCE TO BE GROUNDED. INSTALLATION OF GROUND RODS IS INCIDENTAL TO COST FOR FENCE INSTALLATION. GROUND RODS TO BE INSTALLED AT MAXIMUM 500' INTERVALS LINE POST SHALL BE 12" DIA. MIN. NOTE: INJECTION MOLDED FITTING ARE AVAILABLE IN TEES, WYES, REDUCERS, 45° BENDS AND BELL/BELL COUPLERS. WATERTIGHT (WT) JOINTS SHOWN. SOIL-TIGHT (ST) FITTINGS ARE ALSO AVAILABLE. NYLOPLAST CLEANOUT END CAP ADJUST GRADE PER ENGINEERS PLAN INJECTION MOLDED WT TEE INSERT INJECTION MOLDED, GASKETED SPIGOT BY BELL REDUCER INJECTION MOLDED WT TEE HDPE PIPE (TYP) GASKETED CONNECTION INJECTION MOLDED WT 90° BEND DOWNSPOUT ADAPTER INSERTED IN RISER PIPE BUILDING WALL FINISHED GRADE TEE TO HDPE 1-5/8" O.D. PIPE (TYP. TOP AND BOTTOM) .375" ROUND ROD (TYP.) METAL GATE POST (TYP.) CHAIN LINK CHAIN LINK CHAIN LINK 8' - 0 " 12" 4' MAX. 12" BARBED WIRE W/12-1/2 GA. LINE WIRES & 14 GA. 4-POINT BARBS SPACED 3" O.C. TE N S I O N B A N D S @ 1 5 " O . C . M A X . COPPER CLAD GROUND ROD SHALL BE 5/8" IN DIA. AND 8' LONG WITH A NO. 6 SOLID COPPER CONDUCTOR TIED TO GROUND ROD 6" 3' - 0 " M I N . EM B E D M E N T 6" 1' - 0 " NOT TO SCALE 4' WIDE PEDESTRIAN GATE 6" SEE SITE PLAN 6" COMPACTED SUBGRADE 4" MINIMUM THICKNESS CONCRETE (3,500 PSI) SE E S I T E P L A N 3/8" EXPANSION JOINT: FILLER @ 30'-0" MAX CONTROL JOINT 6'-0" MAX EXPANSION JOINT SPACING TO MATCH SIDEWALK WIDTH NOTES: 1.MINIMUM THICKNESS = 4". USE 6" THICKNESS AT MATERIAL STORAGE BIN APRONS. 2.PROVIDE MINIMUM 3 8" THICK EXPANSION JOINTS @ INTERSECTIONS OF WALKS AND WHERE WALK ABUTTS OTHER STRUCTURES. 3.3,000 PSI MINIMUM CONCRETE FOR 28 DAY STRENGTH. 4.SIDEWALKS TO HAVE BROOM FINISH. 5.ALL JOINTS AND EDGES TO BE TOOLED. 6.CONTROL JOINTS TO BE TOOLED TO A MINIMUM DEPTH OF 1". 7.SMOOTH TROWEL 3" "PICTURE FRAME" EDGE, TYP. 8.THE COMPACTED SUBGRADE SHALL BE FREE OF ORGANIC OR DELETERIOUS MATERIAL AND FROM ROCKS LARGER THAN 3-INCHES IN ANY DIMENSION. SHEET NUMBER SHEET TITLE PROJECT NUMBER 20240591.00.WK 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 1740 Airport Boulevard 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 C12 UTILITY DETAILS 12/02/2024 TYPE 5 MINIMUM OF 6" OF # 57 BELOW PIPE. # 57 STONE TO BE INSTALLED TO CENTERLINE OF PIPE. 6" MINIMUM COMPACTED GRANULAR OR SELECT FILL TO BE INSTALLED TO THE TOP OF PIPE. BEDDING FOR UNPAVED AREAS DETAI NOT TO SCALE BEDDING FOR PAVED AREAS DETAIL NOT TO SCALE MINIMUM OF 4" OF # 57 BELOW PIPE. # 57 STONE TO BE INSTALLED TO BOTTOM OF ASPHALT LAYER. 4" MINIMUM NEW 2" ASPHALT SURFACE COURSE, SCDOT TYPE B EXISTING ASPHALT PAVEMENT EXISTING ASPHALT PAVEMENT 3" BENCH NOTES: A.NO.57 STONE TO BE COMPACTED TO NO LESS THAN 95% OF THE MAXIMUM DENSITY.NOTES: 1.ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED SOIL. 2.SOIL BEARING STRENGTH OF 2000 PSI IS ASSUMED IN THE CALCULATIONS ABOVE. 3.POOR SOILS A-4 THRU A-8, SILTY SOILS, CLAYS, MUCK AND PEAT WILL REQUIRE LARGER THRUST BLOCKING. 4.BOTH CONCRETE THRUST BLOCKS AND TIE RODS/RESTRIANED JOINTS MUST BE USED WHEN, IN THE JUDGEMENT OF THE ENGINEER, THE NATURE AND CRITICALITY OF AN INSTALLATION IS SUCH AS TO REQUIRE POSITIVE ASSURANCE OF STABILITY. 5.THE USE OF THRUST BLOCKS SHALL BE LIMITED TO SITUATIONS SUCH AS POINT REPAIR WHERE EXPOSING SEVERAL JOINTS OF PIPE IS NOT FEASIBLE DUE TO EXISTING GROUND CONDITIONS. 6.MAXIMUM TEST PRESSURE TO BE 200 PSI. 7.WHEN MECHANICAL JOINTS ARE USED, PROTECT BOLTS AND THREADS FROM CONCRETE. 8.BEDDING DETAILS FOR PAVED AND UNPAVED AREAS AS SHOWN ON THIS SHEET APPLIES TO ALL WATER AND SANITARY SEWER INSTALLATION, UNLESS OTHERWISE NOTED IN THE PLANS. PIPE BEDDING DETAILS1 NTSC12 GRAVITY LOADS Location Uniform (psf)Concentrated (lbs) (Over 2.5'x2.5')Comments Roof Loads: Dead Load P.E.M.B Live Load 20 300 Floor Live Loads: 12" Thick Slab 49,800 LBS Based On G650 Wheel Load 8" Thick Slab 250 4" Thick Slab 100 2.5 Seismic Loads per Referenced Code. Risk Category = Site class = "D" (Per geotechnical report) Spectral Response Coefficients: SDS = 0.163g SD1 = 0.108g Cs = 0.0543 Seismic Design Category = "B" Seismic Importance Factor = 1.0 Basic Seismic - Force - Resisting System Building Frame System - Steel Systems not specifically detailed for Seismic Resistance RX=RY=3.0, ΩX=ΩY=3.0, CDX=CDY=3.0 Design Base Shear Vx = Vy = BY PEMB Building Height Limit = NL Analysis Procedure - per Referenced Code. Equivalent Lateral Force Procedure 2.6 Guardrail designed per Referenced Code, Chapter 16 IBC Guardrail: Uniform load = 50 plf, any direction Concentrated load = 200 lbs, any direction Intermediate Rail: (all those except handrail) 2.7 Flood Loads: Project is not located in a flood zone. 2.0 DESIGN LOADS: Project Located in: City of Wilmington, County of New Hanover, State of North Carolina. 2.1 Gravity Loads: (Reduced where allowed) Notes: 1.Areas noted are effective wind areas as per ASCE 7, 26.2 definitions. 2.See figures this sheet for Zone locations. 3.Plus and minus signs signify pressures acting toward and away from surfaces, respectively. 4.Design pressures shown in table are strength design wind pressures. Allowable stress design wind pressures may be calculated by factoring the pressures by 0.6. 5.Design pressures for effective wind areas between those noted in schedule may be interpolated. 6.Tributary area = greater of LxW or LxL/3. 7.Deflections may be calculated based on 42% of these loads. 2.2 Drifting Snow Loads per Referenced Code. Pg =10 psf =1.0 Ce =0.9 Ct =1.0 2.3 Risk Category = 2.4 Wind Loads per Referenced Code. Basic Design Wind Speed: 3-second Gust PER ASCE V = 144mph Exposure "C" Main Wind Force Resisting System: Building is enclosed & Internal Pressure coefficient (GCpi) = +0.18 & -0.18 Topographic Factor Kzt = 1.0 Wind Directionality Factor, Kd = 0.85 Calculated Wind Base Shear ( For MWFRS) - Final Base Shear Provided by PEMB Supplier Vx = BY PEMB Vy = BY PEMB Components & Cladding 3.0 FOUNDATIONS: 3.1 Foundation design is based on geotechnical report No. 22:35194 by ECS Southeast, LLC dated September 16, 2024. This report is available in the project manual. The recommendations contained in this report are for the Contractor's information only. 3.2 Footings shall bear on strata capable of sustaining a minimum bearing pressure of 2000 psf. 3.3 Top of footing (T/FTG) elevations are shown on the drawings or are to be determined by the Contractor in the field in accordance with the guidelines set forth in the drawings. 3.4 Bottom of exterior footings, grade beams and walls shall bear at a minimum depth of 1'-0" below final grade for frost protection and bearing capacity. 3.5 Testing and Inspection: a.All areas to have slabs on grade shall be proof rolled in accordance with and under observation of the Geotechnical Engineer and approved prior to preparation for concrete placement. b.All foundation bearing strata shall be inspected and approved by the Geotechnical Engineer prior to any concrete placement. c.Geotechnical Engineer shall be the sole judge as to suitability of all foundation and/or slab bearing strata. d.Footing bearing elevations shall be adjusted in the field as required to meet the design bearing pressures by additional excavation or compaction and/or backfilling or by other means acceptable to the Geotechnical Engineer. 3.6 Undercutting to remove existing fill beneath footings and slab shall be performed at the direction of the Geotechnical Engineer. 3.7 Engineered Fill: All fill material shall be selected in accordance with the Geotechnical Report Material shall be a clean, low plastic soil with a plasticity index less than 30 (less than 15 is preferred), liquid limit less than 50, and unit weight of 120 pcf (+ 5 pcf) 3.8 Compaction: All fill shall be placed in loose lifts not exceeding 8 inches in thickness and compacted to a minimum of 96 percent Standard Proctor (ASTM D-698) except that the top 12 inches shall be compacted to a minimum of 98 percent Standard Proctor. Moisture shall be controlled to within 3 percent above or below optimum content. 3.9 Remove all topsoil and organic materials. The stripping should extend at least 10' beyond the proposed construction limits. 3.10 Contractor shall review all construction considerations as outlined in the Geotechnical report and bid accordingly. 1.0 CODES AND STANDARDS: 1.1 “2018 North Carolina State Building Code” and “International Building Code”, 2015. 1.2 “Minimum Design Loads for Buildings and other Structures” SEI/ASCE 7-16. 1.3 “Building Code Requirements for Structural Concrete (ACI 318-14)” American Concrete Institute 2014. 1.4 "Manual of Standard Practice”, Concrete Reinforcing Steel Institute, latest edition. 1.5 “Specification for Structural Steel Buildings (AISC 360-10)” American Institute of Steel Construction, 2011 - 14th Edition 1.6 “Structural Welding Code - Steel (AWS D1.1)” and “Structural Welding Code - Reinforcing Steel (AWS D1.4)”, American Welding Society. h a a a a ELEVATION 4 4 5 5 5 5 Ө a = 15ft COMPONENT & CLADDING WALL ZONES 0.6h 0.6h 33 3 3 0. 6 h 0.6h 0. 6 h 0. 6 h 2 2 1 1'1 2 2 0.2h h = 35ft "mean roof height" COMPONENT & CLADDING GABLE ROOF ZONES 4.0 CONCRETE: 4.1 Concrete Strength: All concrete shall be in accordance with the American Concrete Institute (ACI) 301 and 318. 4.2 See S3 Sheets for 28 day Concrete Compressive Strength and Density Requirements. 4.3 Concrete Mix Designs: a.Submittals: Submit mix designs of each proposed concrete mix not less than 15 days prior to the start of work. b.Mix designs, including water, cement ratios and slumps, shall be prepared in accordance with ACI 301-05, Section 4, Cement shall conform to ASTM C 150 Type 1 or at contractor's option, ASTM C 595 Type IP where fly ash is permitted. Normal weight aggregate shall conform to ASTM C 33 and light weight aggregate shall conform to ASTM C 330. No admixtures containing calcium chloride shall be permitted in any concrete. c.Aggregate size shall be #67 stone for supported slabs or other formed concrete elements; #57 stone for slabs on grade and footings or other concrete elements formed from and poured against earth; #89 stone for masonry grout. d.Water reducing admixture shall be used in all concrete. e.Air entraining admixture in accordance with ACI 301 shall be used in all concrete exposed freezing and thawing during construction or service conditions. f.Concrete subjected to freezing/thawing shall have a maximum water/cement ratio of 0.45 and shall contain the amount of air entraining agent specified in ACI 301-05 Section 4. g.All columns and walls shall have superplasticizer admixture 4.4 Curing: See specifications for curing method options and apply within two (2) hours after completion of finishing to all concrete flatwork and walls, U.N.O., other than footings and grade beams. 4.5 Use a non-corrosive, non-chloride accelerating admixture in concrete exposed to temperatures below 40°. Uniformly heat the water and aggregates to a temperature of not less than 50° Place and cure concrete in accordance with ACI 306. 4.6 When hot weather conditions exist, place and cure concrete in accordance with ACI 301. Cool ingredients before mixing to maintain concrete temp. at time of placement below 90°. 4.7 Reinforcing in all abutting concrete, including footings shall be continuous through or around all corners or intersections. Dowels or splices shall be equal in size and spacing to the reinforcing in the abutting members. 4.8 Refer to architectural drawings for door and window openings, drips, reglets, washes, masonry anchors, brick ledge elevations, slab depressions and miscellaneous embedded plates, bolts, anchors, angles, etc. 4.9 Refer to plumbing, mechanical and electrical drawings for underfloor, perimeter and other drains and for sleeves, outlet boxes, conduit, anchors, etc. The various trades are responsible for their items. 4.10 Base plates, anchor rods, support angles and other steel exposed to earth or granular fill shall be covered with a minimum of 3” of concrete. 4.11 Fill slabs, not shown on the structural drawings and all exterior slabs to be broom finished, shall be reinforced with a minimum of 6 x 6 x W2.0 x W2.0 WWM unless noted otherwise on other drawings. 4.12 Finish surfaces to the following tolerances, according to ASTM E 1155, for a randomly trafficked floor surface: a.Specified overall values of flatness, F(F) 25; and of levelness, F(L) 20; with minimum local values equal to 3 5 of the overall flatness and levelness values. b.The composite F(F) and F(L) numbers shall be measured and reported within 72 hours after completion of slab concrete finishing operations and before removal of any supporting shores. 4.13 Non-shrink grout shall be pre-mixed, non-corrosive, non-metallic, non-staining containing silica sands, Portland cement, shrinkage compensating and water reducing agents. Product shall only require the addition of water. Minimum compressive strength shall be 2500 psi after one day and 7000 psi after 28 days. Grout shall be free of gas producing or air releasing and oxidizing agents and contain no corrosive iron, aluminum or gypsum. 4.14 Provide concrete grout - not mortar - for reinforced masonry lintel and bond beams where indicated on drawing or as scheduled. 4.15 Tolerance for anchor rods and other embedded items shall be per the AISC Code of Standard Practice Section 7.5. 4.16 Unless otherwise shown in the architectural drawings, provide 3 4" chamfers at all column, wall, slab or beam edges that are exposed to view in the finished structure. 4.17 Concrete cover for cast-in-place concrete reinforcement: Concrete cast against & permanently exposed to earth:.............................3" Concrete exposed to earth or weather: No. 6 through No. 18 Bars:................................................................2" No. 5 Bar and smaller:........................................................................112" Concrete not exposed to weather or in contact with ground: Slabs, Walls, Joists: No. 11 Bar and smaller:.......................................................................34" Beams, Columns: Primary Reinforcement, Ties, Stirrups:.................................................112" 5.0 REINFORCING STEEL: 5.1 Reinforcing shall be domestic new billet steel conforming to ASTM A615, Grade 60 or 60S including stirrups and ties, except that reinforcing which is required to be welded shall conform to ASTM A706. 5.2 Field bending of concrete reinforcing steel is not permitted. 5.3 Welded wire mat and fabric shall conform to ASTM A184 and A185 respectively and shall be provided in flat sheets. Welded wire mat/fabric shall be lapped 0'-6” at all splices. 5.4 Bar Splices: NOTES: 1.Values are based on normal weight concrete. 2.Ld = minimum embed of rebar 3.Class "B" lap splice refers to minimum distance bars must be lapped for a full tension splice. 4. For Epoxy Coated bars multiply table values by 1.2 5. For Beam Top Bars multiply table values by 1.3 6. For Top Bars in Slabs 13in and thicker multiply table values by 1.3 6.0 PRE-ENGINEERED METAL BUILDING (PEMB): 6.1 Design the building system(s) in accordance with the 2018 North Carolina state building code. 6.2 Design the roof system(s) for the live loads or snow loads (whichever is greater) indicated and a collateral load of 3 psf in addition to the roof dead loads (including roof- and ceiling-mounted equipment, such as A.V. loads, lighting, stage equipment, etc.), wind loads, and seismic loads. 6.3 Load combinations shall be in accordance with ASCE 7-10 unless the MBMA Metal Building Systems Manual (2006) load combinations are more stringent. 6.4 Design the building system(s) with hinged/pinned column bases. 6.5 Building Lateral deflections/racking/drift limits shall be in accordance with "Serviceability Considerations" summary tables contained in AISC Steel Design Guide Series 3 "Serviceability Design Considerations for Low Rise Buildings" (1990). Frame drift shall be limited to max H/60. Deflection limits shall not exceed deflection tolerances of storefronts and equipment supported by the building. 6.6 Design and provide structural members for the support of HVAC units, ducts, fans, piping, electrical components, supported partitions, etc. 6.7 Submit final calculations sealed by the PEMB Structural Engineer. Final calculations shall include the combined maximum reaction for each column (i.e. the maximum reaction determined by the controlling load combination). 8.0 CONSTRUCTION AND SAFETY: 8.1 Woods Engineering P.A.'s responsibility is limited to the details and information shown on these drawings. It is the responsibility of the Contractor to provide adequate safety measures required by local codes as well as OSHA Standards for the Construction Industry. This should include, but not be limited to the following: Shoring to protect new as well as existing structures. Necessary Scaffolding. Material Handling Equipment. Trench Boxing. 7.0 SHOP DRAWING SUBMITTAL: 7.1 Contractor shall submit Electronic copies (PDF format) of each shop drawing for review. Shop drawings shall be reviewed by the Contractor prior to submission to the Engineer. The Contractor shall allow 10 working days for shop drawing approval. General Notes DO NOT SCALE DIGITAL OR HARD COPIES OF THESE DRAWINGS: Unless Specifically Noted - Drawings, Plans, Sections, Details, Etc. are a graphic representation of the framing conditions and/or requirements. Rebar lengths, bends & etc. SHALL NOT be determined by scaling any drawings included in this set of documents. Lengths & sizes shall be determined by the schedules only, or specifically requested if not numerically shown. Submit a written request to Woods Engineering, PA if further clarification is needed. @ AT &AND AB ANCHOR BOLTS ACI AMERICAN CONCRETE INSTITUTE ADDL ADDITIONAL AFF ABOVE FINISHED FLOOR AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI AMERICAN IRON AND STEEL INSTITUTE ALT ALTERNATE ARCH ARCHITECTS - ARCHITECTURAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY B, BOTT BOTTOM BCX BOTTOM CHORD EXTENSION BFF BELOW FINISHED FLOOR BLDG BUILDING BM BEAM BOS BOTTOM OF STEEL BRG BEARING BTWN BETWEEN CFS COLD FORMED STEEL CJ CONTRACTION JOINT CL CENTERLINE CLR CLEAR CMU CONCRETE MASONRY UNITS COL COLUMN CONC CONCRETE CONN CONNECTION CONST JT CONSTRUCTION JOINT CONT CONTINUOUS CONTR CONTRACTOR CSJ COMPOSITE STEEL JOIST CTRD CENTERED DBA DEFORMED BAR ANCHOR DD DELEGATED DESIGN DEFL DEFLECTION DEPR DEPRESSION - DEPRESSED DET DETAIL DIAG DIAGONAL Ø DIAMETER DIM DIMENSION DIST DISTANCE DWG(S)DRAWING(S) DWL(S)DOWEL(S) EA EACH ELEV ELEVATION EMBED EMBEDDED - EMBEDMENT ENG ENGINEER EOR ENGINEER OF RECORD EQ EQUAL EQUIP EQUIPMENT EF EACH FACE EJ EXPANSION JOINT EOD EDGE OF DECK EOM EDGE OF MASONRY EOS EDGE OF SLAB EOW EDGE OF WALL EW EACH WAY EXIST EXISTING EXP EXPANSION EXT EXTERIOR FDN FOUNDATION FFE FINISHED FLOOR ELEVATION FS FAR SIDE FTG FOOTING GA GAUGE GALV GALVANIZED GT GIRDER TRUSS HD HEADED HI HIGH HORIZ HORIZONTAL HSS HOLLOW STRUCTURAL SECTION HT HIP TRUSS IFM INSIDE FACE OF MASONRY INT INTERIOR JBE JOIST BEARING ELEVATION JT JOINT K KIP-S KB KICKER BRACE KSI KIPS PER SQUARE INCH (L)LONG SIDE REINFORCEMENT LB LONG BAR LBS POUNDS LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LO LOW LOC LOCATION LWC LIGHT WEIGHT CONCRETE MAX MAXIMUM MC MOMENT CONNECTION MECH MECHANICAL MFR MANUFACTURER MID MIDDLE MIN MINIMUM MISC MISCELLANEOUS MOW MIDDLE OF WALL MP MASONRY PILASTER d NAILS - PENNY No NUMBER NS NEAR SIDE NTS NOT TO SCALE NWC NORMAL WEIGHT CONCRETE OC ON CENTER OFB OUTSIDE FACE OF BRICK OFM OUTSIDE FACE OF MASONRY OFS OUTSIDE FACE OF STUD OPNG OPENING OPP OPPOSITE HAND PEBS PRE-ENGINEERED BUILDING SUPPLIER PED PEDESTAL PL PLATE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSL PARALLEL STRAND LUMBER PLF POUNDS PER LINEAR FOOT PT PRESSURE TREATED REF REFERENCE REINF REINFORCING REQD REQUIRED (S)SHORT SIDE REINFORCEMENT SB SHORT BAR SCHD SCHEDULE SF STEP FOOTING SIM SIMILAR SOG SLAB ON GRADE SPEC(S)SPECIFICATION(S) SPF SPRUCE PINE FUR SQ SQUARE STD STANDARD STIFF STIFFENER STIRR STIRRUP STL STEEL STR STRUCTURAL SW SHEAR WALL SYP SOUTHERN YELLOW PINE T TOP TCX TOP CHORD EXTENSION TOC TOP OF CONCRETE TOS TOP OF STEEL TOW TOP OF WALL TYP TYPICAL UNO UNLESS NOTED OTHERWISE VB VEHICLE BARRIER VERT VERTICAL VIF VERIFY IN FIELD W WITH WWF WELDED WIRE FABRIC ABBREVIATIONS 254 North Front Street Wilmington, NC 28401 Phone: 910.343.8007 Fax: 910.343.8088 www.woodseng.com Suite 201 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 Wilmington International Airport 1740 Airport Boulevard Wilmington, NC 28405 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 - 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 SEAL 041563 CORPORATE SEAL WOODS E N G I NEERING , P . A . N O RTH CAR O L I NA NO R T H C AROLI N A A D AM L S I S K PR O F E SSIO N A L E NGI N E E R No. C-1806 22.057.01 11/22/2024 11/22/20240 ISSUED FOR CONSTRUCTION S101 General Notes F F B B C C E E G G A A D D 20'-0"8"26'-2"25'-0"25'-0"25'-0"26'-2"8" 5.95.9 F.9 F.9 B.1 B.1 22 33 44 55 66 21 ' - 1 3 / 4 " 25 ' - 0 " 25 ' - 0 " 25 ' - 0 " 21 ' - 2 " 8" SOG-4E SOG-4 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 SLOPE TO DRAIN SLOPE TO DRAIN SF-1 SF -1 SF -1 SF-1 SF-2 F9 (-2' 0") F3 F3 F11 (-2' 0") F9 (-2' 0") F11 (-2'-0") F11 (-2' 0") F11 (-2' 0") F3 F11 (-2' 0") F11 (-2' 0") F11 (-2' 0") F3 F5 (-2' 0") F5 (-2'-0") SF -2 SF-2 SF -1 SF -2 SF-1 SF -1 F11 (-2' 0") 4 S311 3 S311 4 S311 5 S311 SL O P E T O D R A I N SL O P E T O D R A I NPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCSF-1 SF-1 11 D-CJ D- C J SOG-8 2 S311 1 S311 7 S311 SF -2A F4 F4 F4 F4 D- C J D- C J D- C J D-CJ D-CJ D-CJ D-CJ CJ TYP CJ T Y PPCPCPCPC8 S311 6 S311 SF -2A 9 S311 8" THICK SLAB-ON-GRADE 4" THICK SLAB-ON-GRADE STEEL COLUMN BY HANGAR DOOR SUPPLIER. GC TO PROVIDE REACTIONS AT TOP AND BOTTOM OF COLUMN FOR FOUNDATION AND PEMB COORDINATION STEEL COLUMN BY HANGAR DOOR SUPPLIER. GC TO PROVIDE REACTIONS AT TOP AND BOTTOM OF COLUMN FOR FOUNDATION AND PEMB COORDINATION F3 F3 TURN DOWN SF-2A FOOTING ONTO DROPPED SPREAD FOOTING -SEE SECTIONS FOR MORE INFORMATION D-CJ D- C J INDICATES DOWEL TYPE CONTRACTION JOINTS. SEE DETAIL S3 SHEETS. FOUNDATION LEGEND SPREAD FOOTING DESIGNATION SEE SCHEDULE ON S3 SHEET (-x'-x") INDICATES TOP OF FOOTING ELEVATION FX (-x'-x") STRIP FOOTING DESIGNATION SEE SCHEDULE ON S3 SHEET SF-X SEE S1 SHEETS FOR ADDITIONAL GENERAL NOTES, FOUNDATION NOTES, CONCRETE NOTES, AND REINFORCING STEEL NOTES. DATUM ELEVATION = TOP OF SLAB ELEVATION = ASSUMED 0'-0". OTHER ELEVATIONS ARE NOTED AS (+ OR -) FROM DATUM ELEVATION. SEE ARCH FOR ELEVATIONS RELATIVE TO MSL. FOOTINGS SHALL BE MONOLITHIC W/ SLAB, U.N.O. SEE SCHEDULE ON S3 SHEETS FOR SLAB-ON-GRADE REQUIREMENTS. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND OTHER DISCIPLINE DRAWINGS FOR OPENINGS AND DEPRESSIONS NOT SHOWN ON THESE DRAWINGS. WHEN A SECTION IS CUT OR A DETAIL IS LABELED FOR A PARTICULAR CONDITION, THAT SECTION OR DETAIL SHALL APPLY FOR ALL SIMILAR CONDITIONS REGARDLESS OF WHETHER CUT OR LABELED, U.N.O. RELOCATE ANY UTILITY LINES THAT CONFLICT WITH THE FOUNDATIONS OR DROP THE FOUNDATIONS TO AN ELEVATION BELOW THE PROPOSED UTILITIES. RELOCATE ANY GRAVITY FLOW LINES THAT CONFLICT WITH SPREAD FOOTINGS AS SHOWN ON STRUCTURAL FOUNDATION PLANS. IF A GRAVITY FLOW LINE TRAVELS UNDER A CONTINUOUS STRIP FOOTING EITHER: a. DROP THE FOOTING ELEVATION BELOW THE PROPOSED LINE. b. IF THE UTILITY LINE IS < 2'-0" BELOW THE STRIP FOOTING, THEN ENCASE THE LINE IN A STEEL PIPE 2" LARGER IN DIAMETER THAN THE LINE AND EXTEND THE PIPE 1'-0" PAST EACH SIDE OF THE CONCRETE FOOTING. BACKFILL THE TRENCH WITH #57 STONE. THE BEARING CAPACITY OF THIS AREA MUST MEET OR EXCEED THE ALLOWABLE SOIL BEARING CAPACITY. c. IF THE UTILITY LINE IS > 2'-0" BELOW BOTTOM OF FOOTING, THEN STEEL PIPE IS NOT REQUIRED. BACKFILL THE TRENCH WITH #57 STONE. THE BEARING CAPACITY OF THIS AREA MUST MEET OR EXCEED THE ALLOWABLE SOIL BEARING CAPACITY. G.C. TO VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. (ALL DIMENSIONS ARE TO E.O.S./ O.F.S. OR TO A GRID LINE.) WHEN A SECTION IS CUT OR A DETAIL IS LABELED FOR A PARTICULAR CONDITION, THAT SECTION OR DETAIL SHALL APPLY FOR ALL SIMILAR CONDITIONS REGARDLESS OF WHETHER CUT OR LABELED,U.N.O. SEE ARCH FOR SLAB SLOPES AND ELEVATIONS FOUNDATION NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. CJ INDICATES CONCRETE SLAB CONTRACTION JOINTS, SEE S3 SHEETS FOR TYPICAL DETAILS. SEE PLAN FOR LOCATIONS. MAXIMUM SPACING =16' IN BOTH DIRECTIONS PRE-ENGINEERED METAL BUILDING STEEL COLUMN -SEE PEMB BASE PLATE INFO AND S3 SHEETS FOR ANCHOR BOLT INFOPC10'-0 " 30 ° 3 0 ° 1 0 '- 0 "10'-0" 8" (TYPICAL) 8" 8" #6 HAIRPIN BAR - TYP.,U.N.O. INDICATES SLAB ON GRADE -SEE SCHEDULE S3 SHEETS SOG-# INDICATES EXTENTS OF SOG-12 254 North Front Street Wilmington, NC 28401 Phone: 910.343.8007 Fax: 910.343.8088 www.woodseng.com Suite 201 SEAL 041563 CORPORATE SEAL WOO D SE N G I NEERING , P .A. NORTH CA R O L I NA N O RTHCAROLI NA ADAM L S I S K PR OF E S S IO N A LENGINEER No. C-1806 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 Wilmington International Airport 1740 Airport Boulevard Wilmington, NC 28405 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 - 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 11/2 /20240 ISSUED FOR CONSTRUCTION S201 Foundation Plan 22.057.01 11/22/2024 SCALE:1/8" = 1'-0" FOUNDATION PLAN 2 CONT. REINF. CONT. REINF. ACI STD. HOOK SCALE: = 1'-0" TYPICAL CORNER REINFORCING FOR CONCRETE FOOTINGS 3/4" CL A S S " B " LA P S P L I C E CL A S S " B " LA P S P L I C E CLASS "B" LAP SPLICE @ FOOTING CORNERS @ FOOTING INTERSECTION CORNER BARS TO MATCH CONT. REINFORCEMENT CONT. REINF. 18" x T/4 SAW CUT JOINT (CUT WITHIN 12 HOURS OF POUR) FILL JOINT WITH JOINT FILLER SCALE: = 1'-0" CONTRACTION JOINT 1" WITH WIRE MESH COORDINATE FLOOR HARDENER WITH OWNER T SEE PLAN T/4 X X X X X X WIRE MESH WHERE NOTED CUT EVERY OTHER WIRE AT CENTERLINE OF JOINT 18" x T/4 SAW CUT JOINT (CUT WITHIN 12 HOURS OF POUR) FILL JOINT WITH JOINT FILLER 18" x T/4 SAW CUT JOINT (CUT WITHIN 12 HOURS OF POUR) FILL JOINT WITH JOINT FILLER REINFORCED FIBERMESH CONCRETE SCALE: = 1'-0" CONSTRUCTION JOINT 1" WITHOUT WIRE MESH SCALE: = 1'-0" CONTRACTION JOINT 1" WITHOUT WIRE MESH COORDINATE FLOOR HARDENER WITH OWNER COORDINATE FLOOR HARDENER WITH OWNER T SEE PLAN T/4 T SEE PLAN T/2 KEY 18" x T/4 SAW CUT JOINT (CUT WITHIN 12 HOURS OF POUR) FILL JOINT WITH JOINT FILLERCONCRETE SEE PLAN SCALE: = 1'-0" CONSTRUCTION JOINT 1" WITH WIRE MESH COORDINATE FLOOR HARDENER WITH OWNER T SEE PLAN T/2 KEY X X X X X X WIRE MESH WHERE NOTED T/3 2nd POUR1st POUR BU L K H E A D 2x4 KEYWAY EXTEND HORIZONTAL REINFORCING BARS THROUGH BULKHEAD AS REQUIRED TO PROVIDE A CLASS "B" LAP SPLICE FOR THE SPECIFIED BARS. d/ 2 FO O T I N G DE P T H "d " FOOTING TRANSVERSE BARS LONGITUDINAL FOOTING STEEL SHALL BE CONTINUOUS SEE PLAN AND SCHEDULE SCALE: = 1'-0" TYPICAL FOOTING CONSTRUCTION JOINT SECTION 3/4" SPREAD FOOTING SCHEDULE MARK SIZE length x width x thickness REINFORCEMENT REMARKS BOTTOM BARS U.N.O. TOP BARS U.N.O. F3 3'-0" x 3'-0" x 2'-0"(4)#6 E.W.-- F4 4'-0" x 4'-0" x 2'-0"(5)#6 E.W.(5)#5 E.W.- F5 5'-0" x 5'-0" x 2'-0"(6)#6 E.W.(6)#5 E.W.- F9 9'-0" x 9'-0" x 2'-0"(8)#7 E.W.(10)#6 E.W.- F11 11'-0" x 11'-0" x 2'-6"(12)#7 E.W.(12)#5 E.W.- STRIP FOOTING SCHEDULE MARK SIZE width x thickness x length REINFORCEMENT TYPICAL LOCATION, U.N.O. BOTTOM BARS U.N.O. TOP BARS U.N.O. SF-1 0'-8" x 2'-0" x CONT.(1)#4 CONT.(1) #4 CONT.TYPICAL @ EXTERIOR SLAB EDGE SF-2 2'-0" x 2'-0" x CONT.(3) #5 CONT.(1) #5 CONT.TYPICAL @ EXTERIOR WALL SF-2A 2'-0" x 1'-0" x CONT.(3) #5 CONT.-TYPICAL @ INTERIOR FIRE WALL 28 DAY CONCRETE STRENGTH AND DENSITY REQUIREMENTS CONCRETE TYPE CONCRETE COMPRESSIVE STRENGTH DENSITY FOOTINGS 3000 PSI ±145pcf SLAB ON GRADE SEE SLAB ON GRADE SCHEDULE ±145pcf NOTES: - FOOTING MONOLITHIC WITH SLABS U.N.O. NOTES: - FOOTING MONOLITHIC WITH SLABS U.N.O. SLAB ON GRADE SCHEDULE MARK THICKNESS CONCRETE STRENGTH REINFORCEMENT AIR ENTRAINMENT TYPICAL LOCATION VAPOR BARRIER COMMENTS SOG-4 4"3,000psi WWM6x6xW2.0xW2.0 OR 3lb/cy MACROFIBER NO TYP INTERIOR 15mil - SOG-4E 4"4,000psi WWM6x6xW2.0xW2.0 FLAT SHEETS YES TYP EXTERIOR 10mil LIGHT BROOM FINISH SOG-8 8"4,000psi #4@16"o.c. TOP EACH WAY NO SEE PLAN 10mil SOG-12 12"4,000psi #5@16"o.c. TOP EACH WAY NO SEE PLAN 10mil DOWELED CJ'S NOTES: -ALL SLAB-ON-GRADES SHALL BEAR ON DRAINAGE LAYER AND WELL COMPACTED SUBGRADE PER GEOTECHNICAL REPORT. VERIFY COMPACTION AND MATERIAL WITH GEOTECHNICAL ENGINEER. NOT TO SCALE REBAR PLACEMENT @ RE-ENTRANT CORNER 12" PREFORMED JOINT FILLER BOARD SLAB EDGE TYP. REBAR PLACEMENT AT ALL CONDITIONS PLACE REBAR 1" CLR. FROM TOP OF SLAB 2" 1" CLR. FROM EXP. JOINT MATERIAL (2)#4x4'-0" (TYP.) NOT TO SCALE ISOLATION JOINT REBAR PLACEMENT 12" PREFORMED JOINT FILLER BOARD CONCRETE OR CMU COLUMN OR WALL TYP. REBAR PLACEMENT AT ALL CONDITIONS PLACE REBAR 1" CLR. FROM TOP OF SLAB 2" 1" CLR. FROM EXP. JOINT MATERIAL (3)#4x3'-0" (TYP.) 4" 4" X X X X X X X X X1'-6"1'-6"4 " 4 " 4" 4" 1'-6"1'-6" 4" 4" X X X X X X X X X X SCALE: = 1'-0" TYPICAL RAMP AT SLAB ON GRADE 3/4" 2xD 2" D 1" C L R . 8" 3'-0" X X X X X X X D 2" CLR. SCALE: = 1'-0" TYPICAL SLAB STEP 3/4" 8" MA X . 12"Ø SMOOTH DOWELS @ 18"o.c., GREASE ONE END 12"Ø SMOOTH DOWELS @ 18"o.c., GREASE ONE END A SLOPE PER P L A N A A A SLOPE P E R P L A N #4 @ 18"o.c. #4 CONT #4 @ 18"o.c. 2'-0"4" VAPOR RETARDERBASE COURSE 2xD 1" C L R . #4 CONT VAPOR RETARDERBASE COURSE SE E P L A N SE E P L A N 4'-0" MIN. U.N.O. SCALE: = 1'-0" STEP FOOTING DETAIL 1/2" 1'-6" TYP. Ld1'-6" TYP.2" CL R . O"±1 ±1 3" C L R . T Y P . O" ±1 ±1 3" CLR. TYP. CLASS 'B' LAP SPLICE 3" CL R . SEE PLAN 2'-0" OR LESS, U.N.O. SCHEDULED FOOTING THICKNESS CLASS 'B' LAP SPLICE SCHEDULED STRIP FOOTING REINFORCING BARS SCHEDULED STRIP FOOTING REINFORCING BARS 'Z' BARS TO MATCH SCHEDULED REINFORCING, TYP.Ld 'Z' BARS TO MATCH SCHEDULED REINFORCING, TYP. SCHEDULED STRIP FOOTING REINFORCING BARS 3" CL R . 3" CL R . 2" CL R . SCALE: = 1'-0" DETAIL A 3/4" RAMP FOOTING DETAIL #5 @ 16" WITH 16" HOOK AT TOP INTO SLAB EXTERIOR SLAB ON GRADE, SEE PLAN34" - 45° CHAMFER AT EXPOSED EDGES FINISH GRADE 8" #4 HORIZONTAL @ 12"o.c. 3" WELL COMPACTED FILL - VERIFY WITH GEOTECHNICAL REPORT WWM - SEE SCEHDULE 1'-0" MIN OR AS REQUIRED TO MEET FROST DEPTH 3'- 0 " M A X X X X General Notes 254 North Front Street Wilmington, NC 28401 Phone: 910.343.8007 Fax: 910.343.8088 www.woodseng.com Suite 201 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 Wilmington International Airport 1740 Airport Boulevard Wilmington, NC 28405 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 - 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 SEAL 041563 CORPORATE SEAL WOODS E N G I NEERING , P . A . N O RTH CAR O L I NA NO R T H C AROLI N A A D AM L S I S K PR O F E SSIO N A L E NGI N E E R No. C-1806 22.057.01 11/22/2024 11/22/20240 ISSUED FOR CONSTRUCTION S301 Typical Foundation Details and Schedules 15mil 15mil DOWELED CJ'S SCALE: = 1'-0" SECTION 2 3/4" INTERIOR COLUMN FOOTINGS SEE PLAN FOR SLAB REQUIREMENTS SEE SCHEDULE HAIRPIN (TYP.) SEE PAN 1" T Y P . SEE SCHEDULE FOR FOOTING SIZE AND REINFORCING REQUIREMENTS SE E S C H E D U L E SE E N O T E # 7 PEB COLUMNEXTERIOR FINISH BY PEBS ANCHOR BOLTS, SEE SCHEDULE BASE PLATE BY PEBS SE E P L A N & NO T E S PEB WIND GIRTS BY PEBS WALL FRAMING BY SUPPLIER - SEE ARCH. CONT. ANGLE BY OTHERS CONNECTION BY PEBS SCALE: = 1'-0" SECTION 1 3/4" TYPICAL EXTERIOR FOOTING MONOLITHIC WITH SLAB PER PEMB 3" C L R . SCALE: = 1'-0" SECTION 3 3/4" TYPICAL SLAB TURNDOWN FOOTING AT EXTERIOR WALL SE E P L A N & NO T E S (1) #4 CONT. SLAB REINFORCING, SEE PLAN PEB COLUMN BEYOND PEB WIND GIRTS BY PEBSEXTERIOR FINISH BY PEBS FINISH GRADE 4'-0" #4 @ 32" o.c. 1'-6" CONT. ANGLE BY OTHERS CONNECTION BY PEBS SE E S C H E D U L E SE E N O T E # 7 SEE SCHEDULE 1 1 PER PEMBE. O . S . T Y P . SEE PLAN FOR SLAB REQUIREMENTS HAIRPIN (TYP) SEE PLAN SEE SCHEDULE FOR FOOTING SIZE AND REINFORCING REQUIREMENTS ANCHOR BOLTS, BY PEMBS BASE PLATE BY PEMBS SEE SLAB ON GRADE SCHEDULE ON S3 SHEETS FOR SUBGRADE AND VAPOR BARRIER REQUIREMENTS TURN DOWN SLAB ONTO FOOTING AS SHOWN PEMB COLUMN (1)#4 CONT. SEE PLAN 1" 3" MIN. 8" COLUMN, SEE PLAN SEE SCHEDULE SE E S C H E D U L E SEE PLAN FOR SLAB REQUIREMENTS SEE SLAB ON GRADE SCHEDULE ON S3 SHEETS FOR SUBGRADE AND VAPOR BARRIER REQUIREMENTS ANCHOR BOLTS, SEE SCHEDULE BASE PLATE BY PEBS (3)#6 TOP HAT BARS SCALE: = 1'-0" SECTION 4 3/4" TYPICAL EXTERIOR DROPPED FOOTING 2" T Y P . 2" SEE SCHEDULE FOR FOOTING SIZE AND REINFORCING REQUIREMENTS SEE SCHEDULE FOR FOOTING SIZE AND REINFORCING REQUIREMENTS 1 1 SEE SLAB ON GRADE SCHEDULE ON S3 SHEETS FOR SUBGRADE AND VAPOR BARRIER REQUIREMENTS SEE SLAB ON GRADE SCHEDULE ON S3 SHEETS FOR SUBGRADE AND VAPOR BARRIER REQUIREMENTS (3)#6 TOP HAT BARS, SEE DETAIL A FOR CONFIGURATION 1 1 A A A A SEE SCHEDULE FOR STRIP FOOTING SIZE AND REINFORCING 4'-0" #4 @ 32" o.c. 1'-6" T/FTG - SEE PLAN T/FTG - SEE PLAN 1 1 #5 BAR @ 24"o.c. STOP D-CJ AT THICKENED SLAB SECTION. SLAB BARS TO BE CONTINUOUS AT THESE LOCATIONS, TYP SCALE: = 1'-0" DETAIL A 1 1/2" COLUMN HAIRPINS EOS HAIRPIN (TYP.) SEE PLAN ANCHOR BOLTS, BY PEMBS TOP HAT BARS ADDITIONAL HAIRPIN ONLY REQUIRED WHERE SHOWN ON PLAN (COLUMN GIRDS 2,3,4,5) 1.DO NOT SCALE SECTIONS. SEE PLANS AND SCHEDULES FOR SIZES NOT SHOWN. 2.REBAR IS SHOWN FOR REFERENCE ONLY. SEE PLANS AND SCHEDULES FOR REINFORCEMENT REQUIREMENTS. WHERE REINFORCEMENT IS SPECIFIED IN SECTIONS IT IS IN ADDITION TO SCHEDULES. 3.IF A HOOK IS SHOWN ON REINFORCEMENT A STANDARD HOOK PER ACI IS REQUIRED U.N.O. 4.IF A DISCREPANCY EXISTS BETWEEN THE SECTIONS AND PLAN THE MORE STRINGENT REQUIREMENTS SHALL APPLY 5.WHEN A SECTION IS CUT OR A DETAIL IS LABELED FOR A PARTICULAR CONDITION, THAT SECTION OR DETAIL SHALL APPLY FOR ALL SIMILAR CONDITIONS REGARDLESS OF WHETHER CUT OR LABELED, U.N.O. 6.ALL EPOXY FOR CONCRETE SHALL BE HILTI HY-200 OR APPROVED EQUAL 7.SEE S1 SHEETS FOR MINIMUM DEPTH OF FOOTING BEARING BELOW GRADE FOUNDATION SECTION NOTES SE E P L A N & NO T E S (1) #4 CONT. SLAB REINFORCING, SEE PLAN 4'-0" #4 @ 32" o.c. 1'-6" SEE SCHEDULE 1 1 SEE SCHEDULE FOR FOOTING SIZE AND REINFORCING REQUIREMENTS SEE S3 SHEETS FOR SUBGRADE AND VAPOR BARRIER REQUIREMENTS SEE SCHEDULE SEE SCHEDULE FOR REINFORCEMENT 1 1 34" - 45° CHAMFER AT EXPOSED EDGES #4 @ 32"o.c.12" 32" SLOPE SLAB AWAY FROM BUILDING FINISHED GRADE 112" CL R . SE E N O T E # 7 #15 FELT BOND BREAK STOREFRONT PER ARCH SCALE: = 1'-0" SECTION 5 3/4" SLAB TURNDOWN AT EXTERIOR WALL ADJACENT TO EXTERIOR SLAB SEE PLAN FOR SLAB REQUIREMENTS 1 1 PEB COLUMN BEYOND PEB WIND GIRTS BY PEBSEXTERIOR FINISH BY PEBS PER PEMB SEE SLAB ON GRADE SCHEDULE ON S3 SHEETS FOR SUBGRADE AND VAPOR BARRIER REQUIREMENTS SEE SCHEDULE FOR FOOTING SIZE AND REINFORCING REQUIREMENTS SE E S C H E D U L E SE E P L A N & NO T E S SLAB REINFORCING, SEE PLAN 4'-0" #4 @ 32" o.c. 1'-6" SEE SCHEDULE 1 1 SEE SCHEDULE FOR FOOTING SIZE AND REINFORCING REQUIREMENTS SCALE: = 1'-0" SECTION 6 3/4" SLAB TURNDOWN AT HANGAR DOOR (1) #4 CONT. SCALE: = 1'-0" SECTION 7 3/4" THICKENED SLAB AT FIREWALL CONTROL JOINT HANGAR DOOR BY SUPPLIER SLOPE SLAB PER DOOR SUPPLIER'S SPECIFICATIONSAPRON BY CIVIL 112" Ø x20" LONG SMOOTH STEEL DOWELS @ 12"o.c. - LIGHTLY GREASE DOWELS -INSTALL AT MID-DEPTH OF SLAB. ENSURE DOWELS ARE LEVEL AND INSTALLED PERPENDICULAR TO JOINT SCALE: = 1'-0" 12" SLAB DOWELED CONTRACTION JOINT DETAIL 3/4" SLAB-ON-GRADE, SEE PLAN SUBGRADE, SEE PLAN FOR REQUIREMENTS 18" x 3" SAW CUT JOINT (CUT WITHIN 12 HOURS OF CONCRETE PLACEMENT) FILL JOINT WITH SEMIRIGID JOINT FILLER 112" Ø x20" LONG SMOOTH STEEL DOWELS @ 12"o.c. - LIGHTLY GREASE DOWELS - INSTALL AT MID-DEPTH OF SLAB. ENSURE DOWELS ARE LEVEL AND INSTALLED PERPENDICULAR TO JOINT SLAB BARS TO STOP @ CONTRACTION JOINT SUPPORT CHAIRS FOR DOWELS SEE SCHEDULE THIS SHEET FOR SUBGRADE AND VAPOR BARRIER REQUIREMENTS SLAB-ON-GRADE, SEE PLAN SUBGRADE, SEE PLAN FOR REQUIREMENTS 18" x 3" SAW CUT JOINT (CUT WITHIN 12 HOURS OF CONCRETE PLACEMENT) FILL JOINT WITH SEMIRIGID JOINT FILLER 1" Ø x16" LONG SMOOTH STEEL DOWELS @ 12"o.c. - LIGHTLY GREASE DOWELS - INSTALL AT MID-DEPTH OF SLAB. ENSURE DOWELS ARE LEVEL AND INSTALLED PERPENDICULAR TO JOINT SLAB BARS TO STOP @ CONTRACTION JOINT SUPPORT CHAIRS FOR DOWELS SEE SCHEDULE THIS SHEET FOR SUBGRADE AND VAPOR BARRIER REQUIREMENTS SCALE: = 1'-0" 8" SLAB DOWELED CONTRACTION JOINT DETAIL 3/4" SLAB-ON-GRADE, SEE PLAN SUBGRADE, SEE PLAN FOR REQUIREMENTS 18" x 3" SAW CUT JOINT (CUT WITHIN 12 HOURS OF CONCRETE PLACEMENT) FILL JOINT WITH SEMIRIGID JOINT FILLER 112" Ø x20" LONG SMOOTH STEEL DOWELS @ 12"o.c. - LIGHTLY GREASE DOWELS - INSTALL AT MID-DEPTH OF SLAB. ENSURE DOWELS ARE LEVEL AND INSTALLED PERPENDICULAR TO JOINT SLAB BARS TO STOP @ CONTRACTION JOINT SEE SCHEDULE THIS SHEET FOR SUBGRADE AND VAPOR BARRIER REQUIREMENTS SCALE: = 1'-0" SECTION 9 3/4" DOWELED CONTROL JOINT AT SLAB THICKNESS TRANSITION SCALE: = 1'-0" SECTION 10 3/4" SEE PLAN (2)#5 CONT. FLOOR DRAIN- SEE ARCH. & PLUMBING DRAWINGS 2'-0" LAP 1 1 SE E P L A N 2'-0" 12" MIN. POLY VAPOR BARRIER - SEE PLAN NOTES NOTE: SLOPE SLAB TOP AND BOTTOM PER PLAN - COORD. W/ ARCH. DWGS. #5@16"o.c. SEE PLAN FOR SLAB REQUIREMENTS 1' - 8 " SLAB BARS TO STOP @ TRENCH DRAIN SUB GRADE - SEE PLAN NOTES 112" CL R . 112"Ø x 20" SCALE: = 1'-0" SECTION 8 3/4" SUMP PIT 3'-6" x 3'-3" SUMP PIT, COORD. W/ MECH. HOOK INTERRUPTED TOP BARS MIN. 16" CONC. #5 @ 12"o.c. #5 @ 12"o.c. 1" 2" TRENCH BOX AND COVER BY SUPPLIER - SEE PLUMBING DRAWINGS T/CONC AN D T H R E A D PR O J E C T I O N B 'D' DIAM. A NUT LEVELINGAMARK REMARKS ANCHOR BOLT SCHEDULE B O.D. x t WASHER ASTM A563 NUT LEVELING NUT & STANDARD WASHER WHERE NOTED IN SCHEDULE BY PEMBTBD BY PEMB NO ASTM A563 NUT & ASTM A436 WASHER - SEE SCHEDULE FOR SIZE ROD SHALL BE ASTM F1554 GRADE 36 BY PEMBPER PEMB HOLE DIAMETER BOLT DIAM. D TBD NOTE: ANCHOR BOLT DEIGN WILL BE UPDATED AFTER RECEIVING FINAL PEMB DRAWINGS 254 North Front Street Wilmington, NC 28401 Phone: 910.343.8007 Fax: 910.343.8088 www.woodseng.com Suite 201 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 Wilmington International Airport 1740 Airport Boulevard Wilmington, NC 28405 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 - 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 SEAL 041563 CORPORATE SEAL WOODS E N G I NEERING , P . A . N O RTH CAR O L I NA NO R T H C AROLI N A A DAM L S I S K PR O F E SSIO N A L E NGI N E E R No. C-1806 22.057.01 11/22/2024 11/22/20240 ISSUED FOR CONSTRUCTION S311 Foundation Sections 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" 51' - 0" 3' - 4" 4' - 8" 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 1740 Airport Boulevard 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 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 1740 Airport Boulevard 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 1740 Airport Boulevard 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 1740 Airport Boulevard 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 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 1740 Airport Boulevard 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 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 1740 Airport Boulevard 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 1740 Airport Boulevard 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 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 1740 Airport Boulevard 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 1740 Airport Boulevard 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 1740 Airport Boulevard 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' - 4 " 1' - 6 " 6 " 2 ' - 1 0 " 4' - 0 " 1' - 6"1' - 6" 1' - 6" 3' - 0"6" 1' - 4" 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 " TA-12 4' - 0" 4' - 0 " TA-6 TA-4 TA-12 2' - 1 0 " 3' - 8 " 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' - 4 " TA-4 TA-6 2' - 1 0 " 3' - 8 " TA-12 TA-14 4' - 0" 4' - 0 " TA-14 TA-1 TA-3 TA-18 TA-2 TA-8 TA-9 7' - 0 " 2' - 1 0 " 1' - 6 " 3 ' - 4 " 1' - 5 " 2' - 0 " 1' - 0" 3' - 6" 3' - 4" TA-15 TA-15 TA-14 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 1740 Airport Boulevard 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 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 1740 Airport Boulevard 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-412 INTERIOR ELEVATIONS Project Number 11/22/24 1/4" = 1'-0"5 INTERIOR ELEVATION - ROOM 101 1/4" = 1'-0"4 INTERIOR ELEVATION - ROOM 101 1/4" = 1'-0"3 INTERIOR ELEVATION - ROOM 101 1/4" = 1'-0"2 INTERIOR ELEVATION - ROOM 101 1/4" = 1'-0"10 INTERIOR ELEVATION - ROOM 103 1/4" = 1'-0"9 INTERIOR ELEVATION - ROOM 103 1/4" = 1'-0"8 INTERIOR ELEVATION - ROOM 103 1/4" = 1'-0"7 INTERIOR ELEVATION - ROOM 103 1/4" = 1'-0"15 INTERIOR ELEVATION - ROOM 105 1/4" = 1'-0"14 INTERIOR ELEVATION - ROOM 105 1/4" = 1'-0"13 INTERIOR ELEVATION - ROOM 105 1/4" = 1'-0"12 INTERIOR ELEVATION - ROOM 105 1/4" = 1'-0"20 INTERIOR ELEVATION - ROOM 106 1/4" = 1'-0"19 INTERIOR ELEVATION - ROOM 106 1/4" = 1'-0"18 INTERIOR ELEVATION - ROOM 106 1/4" = 1'-0"17 INTERIOR ELEVATION - ROOM 106 1/4" = 1'-0"23 INTERIOR ELEVATION - ROOM 102 1/4" = 1'-0"24 INTERIOR ELEVATION - ROOM 102 1/4" = 1'-0"30 INTERIOR ELEVATION - ROOM 110 1/4" = 1'-0"29 INTERIOR ELEVATION - ROOM 110 1/4" = 1'-0"28 INTERIOR ELEVATION - ROOM 110 1/4" = 1'-0"27 INTERIOR ELEVATION - ROOM 110 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 1740 Airport Boulevard 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 1740 Airport Boulevard 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 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 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 1740 Airport Boulevard 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 1740 Airport Boulevard 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 1740 Airport Boulevard 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 FIRE ALARM SYSTEM NOTES 1. PROVIDE AN NFPA 72 COMPLIANT FIRE DETECTION AND ALARM SYSTEM. THE SYSTEM SHALL BE A CLASS “B” TWO WIRE ADDRESSABLE TYPE, WITH A 24VDC NOMINAL OPERATING VOLTAGE, SMOKE DETECTORS, DOUBLE ACTION TYPE MANUAL STATIONS, A SOLID STATE, MICROPROCESSOR CONTROLLED FIRE ALARM CONTROL PANEL WITH INTEGRAL LCD ANNUNCIATOR, AND RECHARGING BATTERY SUPPLY. THE SYSTEM SHALL PROVIDE LOCAL ANNUNCIATION VIA ALARM INDICATING APPLIANCES AND REMOTE ANNUNCIATION VIA TELEPHONE LINES OR CELLULAR MODEM. PROVIDE A DEDICATED 120 VAC BRANCH CIRCUIT WITH BREAKER LOCKING MEANS FOR THE FACP. PROVIDE A DUAL LINE UNIVERSAL DIGITAL ALARM COMMUNICATOR (UDACT) AND CONNECT TO TELEPHONE LINES OR CELLULAR MODEM. ALL INDICATING APPLIANCE WIRING SHALL BE #14 AWG MINIMUM. INITIATING DEVICE CIRCUITS SHALL BE SIZED AS REQUIRED BY THE SYSTEM MANUFACTURER. 2. THE CONTRACTOR SHALL FURNISH ALL PARTS, MATERIALS, LABOR, ACCESSORIES, CONNECTIONS, EQUIPMENT, PROGRAMMING, ETC. CUSTOMARILY REQUIRED OR PROVIDED FOR A COMPLETE AND OPERATING CODE-COMPLIANT SYSTEM IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS, EVEN IF EACH NEEDED ITEM IS NOT SPECIFICALLY SHOWN OR DESCRIBED ON THE CONTRACT DRAWINGS OR SPECIFICATIONS. ALL SYSTEM COMPONENTS SPECIFIED HEREIN, AS WELL AS THEIR INSTALLATION, SHALL COMPLY WITH APPLICABLE STANDARDS OF THE NATIONAL ELECTRICAL CODE, NATIONAL FIRE PROTECTION ASSOCIATION, AND LOCAL CODES. ALL EQUIPMENT SHALL BE UL LISTED FOR FIRE ALARM SYSTEM USE. 3. THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND SHALL BE INSTALLED AND CONNECTED UNDER THE DIRECTION AND SUPERVISION OF A MANUFACTURER'S REPRESENTATIVE. ALL FIRE ALARM EQUIPMENT AND DEVICES SHALL BE INSTALLED AND TERMINATED BY A NICET LEVEL 2 FIRE ALARM TECHNICIAN. THE MANUFACTURER'S AUTHORIZED REPRESENTATIVE SHALL PROVIDE SUPERVISION OF FINAL SYSTEM CONNECTIONS, MAKE REQUIRED ADJUSTMENTS, PERFORM A COMPLETE FUNCTIONAL TEST OF THE SYSTEM, PROVIDE ALL DOCUMENTATION, TESTING AND CERTIFICATION SERVICES AS REQUIRED BY ALL PERTINENT CODES AND THE AUTHORITY HAVING JURISDICTION (AHJ) AND CERTIFY IN WRITING THAT THE SYSTEM IS PROPERLY INSTALLED AND FUNCTIONS AS SPECIFIED. THE REPRESENTATIVE SHALL ALSO PROVIDE A WRITTEN REPORT ATTESTING TO THE PROPER OPERATION OF THE COMPLETED SYSTEM. 4. ALL CONDUCTORS AND CABLE SHALL BE INSTALLED CONCEALED UNO. ALL WIRING SHALL BE UL LISTED FIRE RATED CABLE AND COLOR CODED TO ALLOW EASE OF IDENTIFICATION OF THE DIFFERENT CIRCUITRY REQUIRED FOR THE SYSTEM. NO CIRCUIT SHALL CHANGE COLOR AT ANY POINT END TO END. 5. ALL WORK SHALL BE IN COMPLIANCE WITH NFPA 70 AND 72 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ALL EQUIPMENT SUPPLIED SHALL BE LISTED FOR THE PURPOSE FOR WHICH IT IS USED AND INSTALLED IN ACCORDANCE WITH INSTRUCTIONS INCLUDED IN ITS LISTING. IT SHALL ALSO BE NEW, WITH A FULL WARRANTY (PARTS AND LABOR) OF AT LEAST ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. FURNISH SERVICE AND MAINTENANCE OF THE SYSTEM FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE. 6. ALL WORK PERFORMED AND ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE FREE FROM DEFECTS AND SHALL REMAIN SO FOR A PERIOD OF AT LEAST ONE YEAR FROM THE DATE OF ACCEPTANCE. THE CONTRACTOR SHALL PROVIDE A ONE YEAR WARRANTY FOR THE ALARM SYSTEM, ALONG WITH OTHER FORMS OR CERTIFICATE REQUIRED BY THE LOCAL JURISDICTION. 7. EQUIPMENT SHALL CONSIST OF THE FOLLOWING: 7.1 FIRE ALARM CONTROL PANEL WITH BATTERY BACK-UP. BATTERY SUPPLY CAPACITY SHALL PROVIDE FOR 60 HOURS IN STANDBY FOLLOWED BY 15 MINUTES WITH ALL DEVICES IN ALARM. 7.2 MANUAL STATION: MANUAL STATIONS SHALL BE CONSTRUCTED OF HIGH IMPACT, RED LEXAN WITH RAISED LETTERING. MANUAL STATIONS SHALL BE LOCATED NOT MORE THAN FOUR FEET ABOVE THE FINISHED FLOOR TO THE CENTER OF THE BOX. STATIONS SHALL BE LOCATED NOT MORE THEN FIVE FEET FROM EACH DESIGNATED EXIT-WAY AND THE TRAVEL DISTANCE SHALL NOT EXCEED 200 FEET. 7.3 SMOKE DETECTOR: NFPA 72, SOLID STATE ADDRESSABLE PHOTOELECTRIC TYPE WITH TWO WIRE OPERATION AND 360" SMOKE ENTRY. PROVIDE STAND ALONE IONIZATION TYPE WITH HORN AND BATTERY BACKUP FOR EACH UNIT. 7.4 REMOTE LCD ALPHANUMERIC ANNUNCIATOR, FLUSH MOUNTED. 8. SYSTEM OPERATION 8.1 WHEN A FIRE ALARM CONDITION IS DETECTED AND REPORTED BY ONE OF THE SYSTEM INITIATING DEVICES OR APPLIANCES, THE FOLLOWING FUNCTIONS SHALL IMMEDIATELY OCCUR: a. THE SYSTEM ALARM LED SHALL FLASH. b. A LOCAL PIEZO-ELECTRIC SIGNAL IN THE CONTROL PANEL SHALL SOUND. c. THE FACP DISPLAY SHALL INDICATE ALL INFORMATION ASSOCIATED WITH THE FIRE ALARM CONDITION, INCLUDING THE TYPE OF ALARM POINT AND ITS LOCATION WITHIN THE PROTECTED PREMISES. d. ALL SYSTEM OUTPUT PROGRAMS ASSIGNED VIA CONTROL-BY-EVENT EQUATIONS TO BE ACTIVATED BY THE PARTICULAR POINT IN ALARM SHALL BE EXECUTED, AND THE ASSOCIATED SYSTEM OUTPUTS (ALARM NOTIFICATION APPLIANCES AND/OR RELAYS) SHALL BE ACTIVATED. EXACT PROGRAMMING SHALL BE PROVIDED BY THE CONTRACTOR TO MEET THE OWNER'S REQUIREMENTS. e. ACTIVATE ALL FIRE ALARM NOTIFICATION APPLIANCES IN THE BUILDING, SOUNDING CONTINUOUSLY UNTIL THE INITIATING DEVICE AND CONTROL UNIT HAVE BEEN RESET TO NORMAL CONDITION. f. ACTIVATE DIGITAL ALARM COMMUNICATOR. g. DEACTIVATE CONTROL RELAYS TO CAUSE A GLOBAL SHUT DOWN OF ALL HVAC AIR HANDLING UNITS. 8.2 THE DEVICE FROM WHICH THE ALARM ORIGINATED SHALL BE INDICATED AT THE CONTROL PANEL, BOTH AUDIBLY AND VISUALLY, AND AT THE REMOTE ANNUNCIATOR(S). THE INIATING DEVICE LED SHALL PULSE AND SHALL BE ILLUMINATED CONTINUOUSLY AFTER IT HAS BE ACKNOWLEDGED AT THE CONTROL PANEL. 8.3 IN THE EVENT OF A SPRINKLER SYSTEM VALVE CLOSURE THAT ACTIVATES A TAMPER SWITCH, THE SUPERVISORY SIGNALS (BOTH AUDIBLE AND VISUAL) SHALL ACTIVATE AT THE CONTROL PANEL. IT SHALL BE POSSIBLE TO TEMPORARILY SILENCE THE AUDIBLE ALARM BY MEANS OF A SILENCING SWITCH. THE AUDIBLE ALARM SHALL REACTIVATE AUTOMATICALLY ON A PERIODIC BASIS UNTIL THE SYSTEM IS CORRECTED. IT SHALL NOT BE POSSIBLE TO EXTINGUISH THE SUPERVISORY LIGHT UNTIL THE SYSTEM IS CORRECTED. 9. SLEEVE AND SEAL ALL PENETRATIONS THROUGH RATED WALLS AND FLOORS. 10. NOTIFICATION APPLIANCE CIRCUITS SHALL BE A MINIMUM OF NO. 14 AWG UNLESS OTHERWISE NOTED. 11. IN SPACES WHERE MORE THAN TWO VISIBLE NOTIFICATION APPLIANCES ARE IN ANY FIELD OF VIEW, THEY SHALL FLASH IN SYNCHRONIZATION. 12. THE FIRE ALARM CONTRACTOR IS RESPONSIBLE FOR FIRE ALAM MODULES TO SHUTDOWN HVAC EQUIPMENT DURING AN ALARM CONDITION. 13. PROVIDE A 1” MINIMUM RACEWAY FOR A DEDICATED PHONE LINE FOR THE FACP DIALER AND BACKUP LINE FROM EXTERIOR CABINET TO FACP. 14. SHOP DRAWINGS MUST BE SUBMITTED BY THE FIRE ALARM CONTRACTOR COMPLYING WITH THE FIRE ALARM PLAN REVIEW REQUIREMENTS POLICY - JANUARY 2006 BEFORE PERMITTING BY THE WILMINGTON FIRE DEPARTMENT. THESE DRAWINGS DO NOT CONSTITUTE APPROVAL AND MAY CHANGE AFTER A FULL REVIEW BY THE WILMINGTON FIRE DEPARTMENT. A SEPARATE PERMIT MUST BE OBTAINED PRIOR TO INSTALLATION. ~~ PIV M I M M MM I M F F F F FF TB M F M F I I M M TB (SYMBOLS SHOWN FOR REFERENCE ONLY AND MAY NOT IMPLY CONTRACTUAL REQUIREMENTS) F M M I C C F F FIRE ALARM LEGEND SYMBOL DESCRIPTION FACP 15cd FIRE ALARM MANUAL STATION, 48" AFF FIRE ALARM HORN/STROBE DEVICE, 80" AFF, "15cd" INDICATES CANDELA RATING SMOKE DETECTOR, CEILING MOUNTED ISOLATION MODULE FIRE ALARM CONTROL PANEL (FACP) FA REMOTE ANN FIRE ALARM REMOTE ANNUNCIATOR PANEL HEAT DETECTOR, CEILING MOUNTED SPRINKLER TAMPER SWITCH SPRINKLER FLOW SWITCH FIRE WATER FLOW ALARM, 80" AFF CONTROL MODULE CONTROL MODULE, WALL MOUNTED MONITOR MODULE MONITOR MODULE, WALL MOUNTED WP TERMINAL BOX NOTE: DETAIL SHOWN FOR REFERENCE ONLY, NOT ALL DEVICES ARE INDICATED ON PLANS. EXIT (3 ' - 6 " M I N I M U M , 4'- 0 " M A X I M U M ) FINISHED FLOOR CL CL NEVER HERE HORN OR SPEAKER SMOKE/ HEAT DETECTOR STROBEHORN / STROBE OR SPEAKER / STROBE CONTROL PANEL SMOKE/ HEAT DETECTOR MANUAL PULL STATION INSTALL PER NATIONAL ELECTRIC CODE STRIKE SIDE HINGE SIDE DOOR 5'-0" MAXIMUM CL 3' - 8 " 5' - 6 " 80 " M I N I M U M BO T T O M O F DE V I C E 96 " M A X I M U M TO P O F D E V I C E CONDUIT AIR SUPPLY DIFFUSER OR RETURN AIR OPENING MOUNT AUDIBLE & VISUAL DEVICES ON APPROVED BOXES 0'-4" MIN 1'- 0 " M A X . 0' - 4 " MI N . 3'-0" MINIMUM 0'-4" MINIMUM MOUNT ON AN APPROVED BOX 0'- 6 " MI N . FIRE ALARM CONTROL PANEL LOCATED INSIDE HE I G H T A S R E Q ' D LENGTH AS REQUIRED RED LAMICORE PLACARD WITH 3/4" WHITE ENGRAVED LETTERS MACHINE SCREW WITH ACORN NUT AND LOCKWASHER, TYP. HVAC SHUTDOWN FIRE ALARM CONTROL PANEL FIRE ALARM REMOTE ANNUNCIATOR INTEGRAL UDACT INTEGRAL BATTERYPANEL 2EP1-32 NOTE: RISER DIAGRAM IS DEPICTIVE (FUNCTIONAL) ONLY. ALL DEVICES ARE NOT SHOWN FIRST RESPONDERS: PROVIDE MODULES FOR THE FOLLOWING ALARMS: 1.AC FAIL 2. LOW BATTERY 3.CHARGER FAIL 4. BOOSTER FAIL 5.ANTENNA MALFUNCTION 6. SYSTEM COMPONENT FAIL COORDINATE EXACT LOCATIONAND QUANTITIES WITH FIRE PROTECTION PLANS ISOLATION MODULES, TYP DEDICATED TELEPHONE LINES OR APPROVED CELLULAR/INTERNET COMMUNICATOR PROVIDE SMOKE DETECTOR AT FACP WP INLINE SURGE PROTECTION,TYP FIRST FLOORGRADE BACKFLOW PREVENTER FIRE DOOR SHUTTER FIRST RESPONDERS (SEE NOTES ABOVE) 2 # 12 GND- 3/4" CND ELECTRIC BELL GRADE FIRE DOOR SHUTTER HLV FANS JUNCTION ABOVE CEILING (PAINTED RED) METALLIC CONDUIT FLEX METALLIC CONDUIT (6" MIN.) STEEL "T-BAR" SUPPORTED EACH END BY CEILING GRID CHANNEL FIXTURE BOX MTS. TO "T-BAR" CEILING GRID CHANNEL CEILING GRID CHANNELSMOKE DETECTOR NOTES: SECURELY MOUNT TRANSIENT ARRESTOR IN ACCESSIBLE JUNCTION BOX OR PROPER METAL ENCLOSURE ADJACENT TO THE PANELBOARD. PROVIDE ENGRAVED LABEL INDICATING ITS LOCATION ARRESTOR TO PANELBOARD NEUTRAL OR GROUND BAR AS INDICATED BY INSTALLATION INSTRUCTIONS TO PANELBOARD CIRCUIT WITH CLIP LOCK 120VAC BRANCH CIRCUIT HOT (BLACK) CONDUCTOR TO FIRE ALARM CONTROL COIL, 5 TO 10, ABOUT 1" DIAMETER, TIE WRAPPED FIRE ALARM SYSTEM CONTROL MATRIX SYSTEM OUTPUTS SYSTEM INPUTS NOTE ACTUATE COMMON ALARM SIGNAL INDICATOR ACTUATE NOTIFICATION APPLIANCES (NOTE 6) ACTUATE SLEEPING ROOM SOUNDER BASE ONLY ACTUATE EXTERIOR ELECTRIC BELL ACTUATE COMMON TROUBLE SIGNAL INDICATOR ACTUATE COMMON SUPERVISORY SIGNAL INDICATOR ALARM SIGNAL TO MONITORING SERVICE SUPERVISORY SIGNAL TO MONITORING SERVICE TROUBLE SIGNAL TO MONITORING SERVICE DISPLAY/PRINT CHANGE OF STATUS RECALL ELEVATOR TO PRIMARY RECALL FLOOR RECALL ELEVATOR TO ALTERNATE RECALL FLOOR ACTIVATE FIRE HAT SIGNAL SHUNT TRIP ELEVATOR CONTROLLER FEEDER CIRCUIT BREAKER START FIRE PUMP SHUTDOWN HLV FAN RECORD EVENTS IN SYSTEM MEMORY SIGNAL HVAC CONTROL SYSTEM A B C D E F G H I J K L M N O P Q R 1 INITIATING DEVICES 2 SMOKE DETECTORS X X X X X 6 MANUAL PULL STATIONS X X X X X 7 TROUBLE INPUTS 8 SYSTEM TROUBLE CONDITION X X X 9 LOSS OF FACU AC POWER 1 X X X 10 FACP LOW BATTERY X X X 11 SHORT CIRCUIT X X X 12 NAC POWER SUPPLY LOW BATTERY X X X 13 GROUND FAULT X X X 14 OPEN CIRCUIT X X X 15 SUPERVISORY INPUTS 16 AHU SHUTDOWN X X X 31 FIRE SUPPRESSION SYSTEM 32 SPRINKLER SYSTEM FLOW SWITCH 2 X X X X X X X 33 SPRINKLER SYSTEM TAMPER SWITCH 2 X X X 34 SPRINKLER PRESSURE SWITCH 2,3 X X X 35 POST INDICATOR VALVE TAMPER SWITCH 2 X X X 36 RPZ TAMPER SWITCHES 2 X X X 40 FIRST RESPONDERS CABINET 41 AC FAIL X X X 42 CHARGER FAIL X X X 43 ANTENNA MALFUNCTION X X X 44 LOW BATTERY X X X 45 BOOSTER FAIL X X X 46 SYSTEM COMPONENT FAIL X X X NOTES: 1 ONLY AFTER LOSS OF POWER FOR > 3 HOURS. 2. 3. TYPICAL, QUANTITIES OF DEVICES ARE NOT SHOWN, REFER TO FIRE PROTECTION SYSTEM RECORD DRAWINGS FOR QUANTITIES AND LOCATIONS. IF INSTALLED. ACTIVATE FIRE DOOR SHUTTER S X X X LEVEL WITH BOTTOM OF SUSPENDED LIGHT EMT CONDUIT, HORN/STROBE EMT CONDUIT CEILING SURFACE MOUNTED JUNCTION BOX 023311 LA W . RCNLE I BB I L SES RCAO I L A SEAL N A OFON EE RNIGN R T PON R H E 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 1740 Airport Boulevard 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 F-001 FIRE ALARM LEGEND, NOTES, RISER AND DETAILS 2022075.00 11/22/2024 NO SCALE1FIRE ALARM RISER NO SCALE2FIRE ALARM DEVICES MOUNTING HEIGHTS NO SCALE3FA PLACARD DETAIL NOT TO SCALE4 TYPICAL CEILING MOUNTED DETECTOR MOUNTING DETAIL NO SCALE5TRANSIENT ARRESTOR INSTALLATION DETAIL NO SCALE7TYPICAL SYSPENDED DEVICE DETAIL 0 11/22/24 ISSUED FOR CONSTRUCTION F F FF F F F F F F F F F F F F F F F 1 6 3 4 5 2 1.1 5.9 GF.9ABB.1 DC E F 4EP1 2EP1 FACP 2EP2 COORDINATE EXACT LOCATION AND QUANTITIES WITH FIRE PROTECTION PLANS (TYPICAL ALL) FIRE ALARM ANNUNCIATOR PANEL PROVIDE A PLACARD INDICATING "FIRE ALARM CONTROL PANEL INSIDE" SEE DETAIL 3/F-001 HANGAR 100 ENTRY/ LOBBY 101 CONFERENCE 106 PARTS STORAGE 116 ELEC/ IT 114 OPEN OFFICE 103 RISER 115 OFFICE 105 CORR 110 RESTROOM 107 RESTROOM 108 JAN 109 BREAK 111 CLOSET 112 CORR 102 WATER FLOW ALARM WP M FIRST RESPONDERS: PROVIDE MODULES FOR THE FOLLOWING ALARMS TO FACP: 1.AC FAIL 2.2. LOW BATTERY 3.CHARGER FAIL 4.4. BOOSTER FAIL 5.ANTENNA MALFUNCTION 6.SYSTEM COMPONENT FAIL 30CD 30CD 177CD 30CD 30CD 30CD 30CD 30CD 30CD 30CD 30CD 177CD PENDANT MOUNTED AT 30'AFF (TYP OF 4) 177CD 177CD M FA MODULE FOR FIRE DOOR SHUTTER M FA MODULE FOR F01 M FA MODULE FOR F01 F01 F02 DETECTOR WALL MOUNTED ABOVE FIRE DOOR SHUTTER PLAN NORTH TRUE NORTH NN 023311 LA W . RCNLE I BB I L SES RCAO I L A SEAL N A OFON EE RNIGN R T PON R H E 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 1740 Airport Boulevard 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 F-101 FIRE ALARM FLOOR PLAN 2022075.00 11/22/2024 1/8" = 1'-0"1 FIRST FLOOR PLAN - BASE BID - FIRE ALARM 0'8'4'8' SCALE : 1/8" = 1'-0" 0 11/22/24 ISSUED FOR CONSTRUCTION PLUMBING LEGEND FLOOR CLEANOUT WALL CLEANOUT HAMMER ARRESTOR CIRCUIT SETTER BALL VALVE COMBINATION 1/8 BEND DOUBLE SANITARY TEE 1/8 BEND LONG SWEEP 1/4 BEND 1/4 BEND SANITARY TEE WYE HOSE BIBB PRESSURE REGULATOR TRAP PRIMER VALVE CHECK VALVE FLOOR DRAIN FLOOR SINK 23551 E A H R D N O P TR HM.DVI A NGIN REE NH NOFO A N SEAL A L I OACR SES L I 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 1740 Airport Boulevard 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 P-001 PLUMBING NOTES, ABBREVIATIONS, LEGEND, SCHEDULES 2022075.00 11/22/2024 PLUMBING SUMMARY WORKSHEET FIXTURE OCCUPANCY TYPE OF CONTROL QUANTITY DOMESTIC WATER SYSTEM (W.S.F.U.)WASTE & VENT SYSTEM INDIVIDUAL FIXTURE UNITS TOTAL FIXTURE UNITS (D.F.U.) COLD HOT TOTAL COLD HOT TOTAL EACH TOTAL BATHROOM GROUP PRIVATE FLUSH TANK 1 2.7 1.5 3.6 2.7 1.5 3.6 5.0 5.0 DISHWASHING MACHINE PRIVATE AUTOMATIC 1 0.0 1.4 1.4 0.0 1.4 1.4 2.0 2.0 DRINKING FOUNTAIN OFFICES, ETC.3/8" VALVE 1 0.25 0.0 0.25 0.3 0.0 0.3 0.5 0.5 KITCHEN SINK PRIVATE FAUCET 1 1.0 1.0 1.4 1.0 1.0 1.4 2.0 2.0 LAVATORY PUBLIC FAUCET 1 1.5 1.5 2.0 1.5 1.5 2.0 1.0 1.0 SERVICE SINK OFFICES, ETC. FAUCET 2 2.25 2.25 3.00 4.5 4.5 6.0 2.0 4.0 WATER CLOSET PUBLIC FLUSH TANK 1 5.00 0.00 5.00 5.0 0.0 5.0 4.0 4.0 TOTALS 15.0 9.9 19.7 18.5 BASED ON AN ESTIMATED DEMAND OF 19.7 W.S.F.U.(19.5 GPM), PROVIDE A 1-1/4" INCOMING WATER LINE. BASED ON A WASTE COUNT OF 18.5 D.F.U., PROVIDE A 4" OUTGOING WASTE LINE. PLUMBING GENERAL NOTES: 1. SCOPE OF WORK: THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS DESCRIBE SCOPE OF WORK REQUIRED FOR PLUMBING SYSTEMS. LABOR AND MATERIAL SHALL BE PROVIDED AS REQUIRED FOR A COMPLETE, WORKMANLIKE INSTALLATION OF ALL SYSTEMS SHOWN ON DIAGRAMMATIC DRAWINGS AND/OR AS SPECIFIED HEREIN. 2. CONTRACTOR: THE WORD "CONTRACTOR", “PLUMBING CONTRACTOR”, AND "P.C." AS USED HEREIN SHALL MEAN THE PLUMBING INSTALLER UNLESS OTHERWISE QUALIFIED. 3. DRAWINGS: DRAWINGS ARE DIAGRAMMATIC AND MAY NOT COMPLETELY DESCRIBE EVERY DETAIL OF THE INSTALLATION. HOWEVER, CONTRACTOR IS RESPONSIBLE FOR FURNISHING COMPLETE SYSTEMS INCLUDING ALL REQUIRED EQUIPMENT AND ACCESSORIES TO OBTAIN FULLY FUNCTIONING PLUMBING SYSTEMS. 4. CODE COMPLIANCE: COMPLY WITH THE LATEST EDITIONS OF THE FOLLOWING STANDARDS AND CODES, INSOFAR AS THEY APPLY: NORTH CAROLINA STATE BUILDING CODE (CODE), LATEST EDITION AND REVISIONS. LOCAL JURISDICTION REQUIREMENTS. 5. PERMITS AND INSPECTIONS: OBTAIN ALL PERMITS, LICENSES, INSPECTIONS, ETC., REQUIRED FOR THE WORK AND PAY FOR SAME. FURNISH A FINAL CERTIFICATE OF INSPECTION AND APPROVAL FROM THE AUTHORITY HAVING JURISDICTION PRIOR TO ACCEPTANCE OF THE WORK. 6. SUPERVISION: PROVIDE SKILLED SUPERINTENDENTS TO SUPERVISE THE WORK FROM THE BEGINNING TO COMPLETION AND FINAL INSPECTION. 7. PROGRESS OF WORK: PERFORM WORK IN ACCORDANCE WITH SCHEDULE AND REQUIREMENTS OF THE GENERAL CONTRACTOR. UNDER NO CIRCUMSTANCES SHALL THIS CONTRACTOR DELAY THE OVERALL PROJECT SCHEDULE. 8. COORDINATION: COORDINATE PLUMBING WORK WITH THE WORK OF OTHER TRADES. LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE UNLESS SPECIFICALLY DIMENSIONED. ARRANGE PLUMBING SO AS NOT TO INTERFERE WITH THE WORK OF OTHER TRADES. VERIFY ACTUAL BUILDING STRUCTURE PRIOR TO DUCT FABRICATION AND ADJUST LAYOUT AS REQUIRED. INCLUDE ALL OFFSETS IN DUCTS, FITTINGS, PIPING, ETC. AS REQUIRED TO PROPERLY INSTALL EQUIPMENT. 9. EQUIPMENT LOCATIONS: DETERMINE EXACT EQUIPMENT AND MATERIALS LOCATIONS TO PROVIDE BEST ARRANGEMENT AND TO FACILITATE PROPER MAINTENANCE AND SERVICING OF EQUIPMENT. 10. LISTING AND LABELING: ALL EQUIPMENT SHALL BE LABELED OR LISTED BY UL OR OTHER APPROVED TESTING AGENCY WHERE REQUIRED. 11. STORAGE SPACE: CONSULT WITH THE GENERAL CONTRACTOR REGARDING JOB SITE STORAGE FOR PLUMBING MATERIALS TO BE INSTALLED UNDER THIS PROJECT. STORAGE SPACE MUST BE SECURED AND CONTRACTOR'S REPRESENTATIVE MUST BE ON JOB BEFORE ANY MATERIAL MAY BE RECEIVED. 12. CLEANUP: REMOVE ALL DEBRIS GENERATED IN THE ACCOMPLISHMENT OF WORK UNDER THIS PROJECT. CLEAN, REPLACE OR REPAIR ALL SURFACES SOILED OR DAMAGED DURING THE COURSE OF THE WORK. REMOVE DEBRIS DAILY SO TO MAINTAIN SAFE WORKING CONDITIONS. 13. RECORD DRAWINGS: MAINTAIN ONE SET OF "RED-LINED" RECORD DRAWINGS ON SITE AT ALL TIMES AND PROVIDE DRAWINGS TO ARCHITECT/ENGINEER PRIOR TO FINAL INSPECTION. AIR COMPRESSOR SCHEDULE DRAWING CODE LOCATION MANUFACTURER/MODEL OR APPROVED EQUAL MODEL AIRFLOW @ 119 PSIG (ACFM) MOTOR HP POWER (V/PH/HZ)NOTES AC-01 ELEC/IT 114 INGERSOLL RAND UP6-15CTAS-125 55 15 208/3/60 1-4 NOTES:1 REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. 2 PROVIDE WITH 120 GAL. RECEIVER, 3 PROVIDE WITH TOTAL AIR SYSTEM WHICH INCLUDES COOLER, DRYER, MOISTURE SEPARATORS, DRAIN PORTS AND FILTERS IN ONE COMPLETE PACKAGE 4 SET DISCHARGE PRESSURE AT 120 PSIG. GAS LOAD SCHEDULE FIXTURE TAG DESCRIPTION BTUH RATING QUANTITY TOTAL GWH1 TANKLESS WATER HEATER 199,900 1 199,900 RH01-RH04 INFARED UNIT HEATER 220,000 4 880,000 TOTAL LOAD 1,079,900 BUILDING SERVICE GAS PRESSURE 2 psi GAS-FIRED TANKLESS WATER HEATER DRAWING CODE DESCRIPTION MANUFACTURER - MODEL PIPE SIZE FLOW RATE @ 45°F RISE NAT GAS.ELECTRICAL NOTES DCW DHW (GPM) BTU/H WATTS VOLTAGE PHASE Hz.AMPS GWH1 TANKLESS NAVIEN - NPE240A2 3/4" 3/4" 8.7 199,990 200 120 1 60 2 1,2 NOTES: 1. PROVIDE WITH OUTDOOR VENT KIT. 2. PROVIDE WITH CONDENSATE NEUTRALIZATION KIT. PLUMBING ABBREVIATIONS (X) EXISTING AAV AIR ADMITTANCE VALVE A.F.F.ABOVE FINISHED FLOOR A.R.C.I. ACID RESISTANT CAST IRON ADA AMERICANS WITH DISABILITIES ACT B.F.F. BELOW FINISHED FLOOR BRZ.BRONZE BT BATHTUB C.I.CAST IRON CO CLEANOUT CONC. CONCRETE DCW DOMESTIC COLD WATER DHW DOMESTIC HOT WATER DIA.DIAMETER E.C.I.ENAMELED CAST IRON EC ELECTRICAL CONTRACTOR EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER FCO FLOOR CLEANOUT FD FLOOR DRAIN FS FLOOR SINK GA. GAUGE GAL. GALLON GC GENERAL CONTRACTOR GCO GRADE CLEANOUT GPF GALLONS PER FLUSH GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GWH GAS-FIRED WATER HEATER HB HOSE BIBB INCL. INCLUDED KS KITCHEN SINK LAV LAVATORY LP LIQUID PROPANE MS MOP SERVICE BASIN NAT. NATURAL GAS NKL. NICKEL NON SIMULT. NON SIMULTANEOUS O.F.L.C. OPEN FRONT LESS COVER OB OUTLET BOX OC ON CENTER ORDL OVERFLOW ROOF DRAIN LEADER PC PLUMBING CONTRACTOR PRESS. BAL. PRESSURE BALANCED RCVY. RECOVERY RDL ROOF DRAIN LEADER SA WATER HAMMER ARRESTOR SH SHOWER SK SINK SLD.SLIDE SS STAINLESS STEEL TDH TOTAL DYNAMIC HEAD TP TRAP PRIMER UR URINAL V VENT VB VACUUM BREAKER VC VITREOUS CHINA VR VANDAL RESISTANT VTR VENT THROUGH ROOF W WASTE WC WATER CLOSET WCO WALL CLEANOUT WH WALL HYDRANT NOTE: ALL ABBREVIATIONS MAY NOT BE USED IN PROJECT. PLUMBING FIXTURE SCHEDULE DRAWING CODE FIXTURE DESCRIPTION MANUFACTURER MODEL NOTES PIPE SIZE DCW DHW WASTE VENT WC1 TANK TYPE WATER CLOSET, FLOOR MTD, 1.6GPF, ADA BOWL SELECTED BY INTERIOR DESIGNER, INSTALLED BY P.C --6,9 1/2" -4" 2"SEAT LAV1 COUNTERTOP LAVATORY,0.5GPM, ADA BOWL SELECTED BY INTERIOR DESIGNER, INSTALLED BY P.C --2,4,5,9, 1/2" 1/2" 2" 2" FAUCET DRAIN MIXING VALVE LEAD FREE THERMOSTATIC MIXING VALVE - SETPOINT = 105%%DF INSTALL ON HOT WATER SUPPLY, ASSE 1070 CASH ACME HG-135 SK1 1-COMPARTMENT COUNTERTOP SINK, 10" DEEP BOWL SELECTED BY INTERIOR DESIGNER, INSTALLED BY P.C --2,4,5,9, 1/2" 1/2" 2" 2"FAUCET DRAIN MS1 MOP SINK BASIN 24"x24"x10" MOLDED STONE w/ STAINLESS STEEL DRAIN FIAT MSB-2424 1/2" 1/2" 3" 2" FAUCET BRASS CONSTRUCTION, ROUGH CHROME FINISH, INTEGRAL VACUUM BREAKER, INTEGRAL CHECK STOPS, 3/4"THREADED SPOUT, SERVICE STOPS, WALL MOUNT, VANDAL RESISTANT, LEVER HANDLES MOEN 8124 ACCESSORIES STAINLESS STEEL, THREE STATION MOP/BROOM HOLDER MOEN 8198 ACCESSORIES STAINLESS STEEL, HOSE BRACKET WITH 30" HEAVY DUTY RUBBER HOSE, GHT THREADED CONNECTION MOEN 8199 SS1 FLOOR MOUNT LAUNDRY SINK SINK SELECTED BY INTERIOR DESIGNER, INSTALLED BY P.C --9,10 1/2" 1/2" 2" 2"FAUCET SH1 PREFAB TRANSFER SHOWER, ADA ENCLOSURE SELECTED BY INTERIOR DESIGNER, INSTALLED BY P.C --1/2" 1/2" 2" 2"VALVE DRAIN EW1 EYE/FACE WASH FIXT PEDESTAL MOUNTED, STAINLESS STEEL BOWL WITH COVER, HAND AND FOOT CONTROL, THERMOSTATIC MIXING VALVE GUARDIAN G1760 1/2" 1/2" - - EWC1 WALL HUNG WATER COOLER, ADA FIXT SPLIT LEVEL, S.S. TOP, LIGHT GREY BODY, BOTTLE FILLING STATION, 8 GPH @ 50/80/90, 120V/1PH WITH FILTER ELKAY LZSTL8WSLK 1,11 1/2" - 2" 2" FCO FLOOR CLEANOUT FIXT 4"SCH. 40 HUB, PVC BASE ADAPTER, ROUND NICKEL-BRONZE COVER, VANDAL RESISTANT SCREWS SIOUX CHIEF 834-4PNRV - - MATCH - GCO GRADE CLEANOUT FIXT 4"SCH. 40 HUB, PVC BASE ADAPTER, ROUND NICKEL-BRONZE COVER, VANDAL RESISTANT SCREWS SIOUX CHIEF 851-44NV - - MATCH - WCO WALL CLEANOUT FIXT ROUND S/S ACCESS COVER & SCREW, RECESS BRONZE THRD. PLUG SIOUX CHIEF 870 - - MATCH - FD1 FLOOR DRAIN FIXT FINISHLINE ADJUSTABLE, SCH. 40 HUB CONNECTION, ABS/PVC BASE ADAPTER, SQUARE NICKEL BRONZE STRAINER SIOUX CHIEF 832 7 - - MATCH - FS1 FLOOR SINK FIXT 8x8x6 A.R.C.I. RECEPTOR, MEMBRANE CLAMP, DOME STRAINER, 1/2 GRATE SIOUX CHIEF 861 - - MATCH - HB1 INTERIOR HOSE BIBB FIXT POLISHED CHROME, VACUUM BREAKER, WHEEL HANDLE, 3/4" HOSE THREAD WOODFORD 24 1/2" - - - WH1 WALL HYDRANT FIXT CHROME PLATED BRASS, ANTI-SIPHON, VACUUM BREAKER, REMOVABLE TEE HANDLE, 3/4" HOSE THREAD WOODFORD 65 3/4" - - - OB1 ICE MAKER BOX FIXT ABS HOUSING, 1/4 TURN BALL VALVE, CHROME PLATED BRASS, SHOCK ARRESTORS SIOUX CHIEF 696 1/2" - - - OS1 OIL SEPARATOR FIXT POLYPROPELENE, 100 GPM WITH COALESCING MEDIA STRIEM OS-100 4" 2" TD1 TRENCH DRAIN FIXT 6" DUCTILE IRON FRAME, CLASS "F" LOAD CLASSIFICATION, DUCTILE IRON GRATING, 24x24x24 CATCH BASIN WATTS DEAD LEVEL 3 - - 4" - NOTES 1. PROVIDE MATCHING WALL HANGER. COORDINATE WITH G.C. FOR WALL REINFORCING. 2. PROVIDE BRASS 1-1/2" TAILPIECE, CAST BRASS SLIP JOINT P-TRAP WITH CLEANOUT; PROVIDE ADA OFFSET ARRANGEMENT WHERE REQUIRED. 3. REFER TO ARCHITECTURAL DRAWINGS FOR TOTAL LENGTH OF TRENCH. 4. COORDINATE WITH MILLWORK. 5. COORDINATE ADA MILLWORK ENCLOSURE FOR WATER AND DRAIN PIPING UNDER SINK. 6. TRIP LEVER OR FLUSH HANDLE TO BE LOCATED ON WIDE SIDE OF STALL OR TOILET ROOM. 7. PROVIDE TRAP PRIMER. NOT ALL TRAP PRIMERS WILL BE UTILIZED, SEE PLANS. 8. NOT USED. 9. PROVIDE 1/2" IPS X 3/8" OD ANGLE BRASS STOP(S) WITH RIGID COPPER RISERS. ALL EXPOSED PIPING SHALL BE CHROME PLATED. 10. PROVIDE INLINE CHECK VALVES FOR WATER SUPPLY LINES. 11. PROVIDE 1/2"IPS x 3/8" O.D. BRASS STOP CONCEALED BEHIND CABINET. 0 11/22/24 ISSUED FOR CONSTRUCTION PLAN NORTH TRUE NORTH NN P-401 1 4" W 4" FD1 4" FD1 4" W 4" W 2" V 4" W 2" V GCO 4" W 4" W 2" V 2" V 4" W 4" W 2" V 4" W 2" V 1 2 INV. EL. = (-)2.25' B.F.F INV. EL. = (-)3.75' B.F.F. INV. EL. = -3.0' B.F.F. 1 3 3 4 4 OS1 HANGAR 100 ENTRY/ LOBBY 101 CONFERENCE 106 PARTS STORAGE 116 ELEC/ IT 114 OPEN OFFICE 103 RISER 115 OFFICE 105 CORR 102 FCO FCO INV. EL. = (-)3.5' B.F.F. INV. EL. = (-)2.42' B.F.F. INV. EL. = (-)2.46' B.F.F. TD1TD1 TD1 TD1 4" W4" WGCO GCO GCO 2"VTR 23551 E A H R D N O P TR HM.DVI A NGIN REE NH NOFO A N SEAL A L I OACR SES L I 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 1740 Airport Boulevard 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 PS101 FIRST LEVEL WASTE-VENT PLAN 2022075.00 11/22/2024 8'16'4'01/8" = 1'-0"1 PLUMBING FIRST LEVEL WASTE-VENT PLAN KEYNOTES THIS SHEET 1 TO SANITARY SEWER. REFER TO SITE UTILITY PLAN FOR CONTINUATION 2 1/2" FROM TRAP PRIMER TO TRAP PRIMER CONNECTION ON DRAIN. 3 VENT TO BE ROUTED UNDERSLAB IN ACCORDANCE WITH SECTION 905.4 OF THE 2018 NCPC 4 PC MUST INSTALL WALL CLEANOUT IN VENT LINE IN ACCORDANCE WITH SECTION 904.5 OF THE 2018 NCPC # 0 11/22/24 ISSUED FOR CONSTRUCTION PLAN NORTH TRUE NORTH NN 1 WH1 P-401 2 1 1/4" CW 1 1 / 4 " C W 3/ 4 " C W HB1 WH1 3/ 4 " C W 2 3 3 HB1 4 SHUTOFF VALVE ABOVE CEILING 23551 E A H R D N O P TR HM.DVI A NGIN REE NH NOFO A N SEAL A L I OACR SES L I 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 1740 Airport Boulevard 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 PW101 FIRST LEVEL DOMESTIC WATER PLAN 2022075.00 11/22/2024 KEYNOTES THIS SHEET 1 INSTALL MAIN SHUTOFF VALVE INSIDE OF WALL MOUNTED VALVE ACCESS BOX. 2 1-1/4" DCW SERVICE. SEE SITE UTILITY PLAN FOR CONTINUATION 3 PIPING ROUTED ABOVE CEILING 4 INSTALL PRESSURE TYPE TRAP PRIMER WITH DISTRIBUTION HUB. CONNECT TO FLOOR DRAIN TRAP PRIMER CONNECTIONS IN RISER ROOM AND AT AIR COMPRESSOR 0'4'2'4' SCALE : 1/4" = 1'-0"1/8" = 1'-0"1 FIRST LEVEL DOMESTIC WATER PLAN # 0 11/22/24 ISSUED FOR CONSTRUCTION 3/4" NG 3/ 4 " N G 3/ 4 " C A 3/ 4 " N G 3/ 4 " C A 3/4" NG 3/4" NG 3/4" CA3/4" CA 3/4" NG 3/4" CA3/4" CA 3/4" CA 3/4" NG 3/ 4 " N G 3/ 4 " C A 3/4" CA 1 1/4" NG 3/ 4 " N G 3/ 4 " N G 3/ 4 " C A 3/4" NG 3/ 4 " C A 3/ 4 " N G 3/4" NG COMPRESSED AIR OUTLET STATION COMPRESSED AIR OUTLET STATION COORDINATE ARRANGEMENT WITH OWNER, TYPICAL. COMPRESSED AIR OUTLET STATION RH01 RH03 RH02 RH04 AC-01 220MBH 220MBH 220MBH 220MBH 3/4" CA COMPRESSED AIR OUTLET STATION GWH1 COORDINATE EXPOSED PIPE ROUTING AND HEIGHTS WITH GENERAL CONTRACTOR COORDINATE EXPOSED PIPE ROUTING AND HEIGHTS WITH GENERAL CONTRACTOR NAT. GAS SEVICE BY GAS UTILITY NATURAL GAS SERVICE METER BY GAS UTILITY 199MBH 23551 E A H R D N O P TR HM.DVI A NGIN REE NH NOFO A N SEAL A L I OACR SES L I 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 1740 Airport Boulevard 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 PG101 FIRST LEVEL NAT. GAS AND COMPRESSED AIR PIPING PLAN 2022075.00 11/22/2024 1/8" = 1'-0"1 FIRST LEVEL NAT. GAS AND COMPRESSED AIR PIPING PLAN 0 11/22/24 ISSUED FOR CONSTRUCTION PLAN NORTH TRUE NORTH NN WC1 2" FD1 LAV1 WC1 LAV1 2" FD1 2" FD1 EWC1 2" FS1 SS1MS1 SK1 EW1 4" W 3" W 3" W 2" W 2" V4" W4" W SH1 2" W 4" W2" W2" W 2" V 2" V 2" W 2" W 2" W 2" W 2" V 2" W 3" W 2" V 3" W 2" V 2" V2" V 2" V 2"VTR 2" W 2" W ICE MAKER BY OTHERS EWC1 MS1 WC1 WC1 LAV1 LAV1 OB1 SS1 EW1 OB1 SK1 GWH1 3/4" HW 3/4" CW 1 1 / 4 " C W 3/ 4 " H W 1" C W 3/ 4 " H W 1" C W 1/ 2 " H W 1/ 2 " C W 1/2" CW 1/2" HW 1/2" CW 1/2" HW 1/ 2 " C W 1/2" CW 1/2" HW 1/2" HW 1/2" CW 3/ 4 " H W 1" C W 1/ 2 " C W 1/ 2 " H W 1/2" HW 3/4" CW1/2" CW 1/ 2 " C W 3/4" CW 3/4" HW 1/2" CW 1/2" CW 1/2" CW 1/2" HW 1/2" CW 1/ 2 " H W 1/ 2 " C W 1" C W 3/ 4 " C W 1/2" HW 1/2" CW HB1 HB1 ICE MAKER BY OTHERS SH1 23551 E A H R D N O P TR HM.DVI A NGIN REE NH NOFO A N SEAL A L I OACR SES L I 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 1740 Airport Boulevard 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 P-401 ENLARGED PLUMBING PLANS 2022075.00 11/22/2024 0'4'2'4' SCALE : 1/4" = 1'-0" 1/4" = 1'-0"1 ENLARGED WASTE-VENT PLAN 1/4" = 1'-0"2 ENLARGED DOMESTIC WATER PLAN 0 11/22/24 ISSUED FOR CONSTRUCTION NOTE: CLEANOUT TO BE FLUSH WITH FINISHED WALL. FLOOR CLEANOUT (FCO) WALL CLEANOUT (WCO) GRADE CLEANOUT (GCO) CLEANOUT AND ACCESS COVER. TOP OF COVER TO BE FLUSH WITH TOP OF FLOOR FLOOR LINE WASTE LINE BALANCE OF PIPING SAME AS CLEANOUT TO GRADE 1/8 BEND 16"SQUARE CONCRETE PAD TROWEL SMOOTH AND EDGE FINISH GRADE BRASS CLEANOUT PLUG WITH COUNTERSUNK HEAD WASTE LINE CHROME WALL COVER AND SCREW MAY EXTEND AS A DRAIN OR WASTE LINE WALL PLUGGED TEE WITH CLEANOUT PIPE NOTE: CLEANOUT TO BE FLUSH WITH FINISHED WALL. BALANCE OF PIPING SAME AS CLEANOUT TO GRADE RATED ACCESS COVER MAY EXTEND AS A DRAIN OR WASTE LINE WALL PLUGGED TEE WITH CLEANOUT PIPE WALL CLEANOUT (WCO) RATED WALL 1/8 BEND IF CLEANOUT OCCURS AT END OF LINE. 1/8 BEND IF CLEANOUT OCCURS AT END OF LINE. MAIN STAND OFF PIPE CLAMP SHUT OFF VALVE ARO QUICK CONNECT COUPLER FULL SIZE DRIP TRAP AND BLOW DOWN VALVE48 " U . N . O . 12 " M I N . M ~ SPRAY HEADS STAINLESS STEEL FLAG HANDLE STAINLESS STEEL FLOOR FLANGE (SEE DETAIL "A") DETAIL "A" FLOOR FLANGE 6-1/2"∅ STAINLESS STEEL BOWL 1/2" NPT FEMAL INLET 1/2" IPS STAINLESS STEEL STAY-OPEN BALL VALVE STAINLESS STEEL PIPE AND FITTINGS 1-1/4" NPT FEMALE OUTLET TEE CLOSED ONE END FLOOR (3) 7/16" MOUNTING HOLES ON 5-1/4" BOLT CIRCLE FRONT VIEW SIDE VIEW ASSE 1071 THERMOSTATIC MIXING VALVE COLD WATER SUPPLYHOT WATER SUPPLY TEPID WATER SUPPLY PIPE SUPPORT TYPICAL PIPE SUPPORT TYPICAL PIPE SUPPORT TYPICAL ~~ FINISHED FLOOR DRAIN PIPE FROM EQUIPMENT OR FIXTURE DOME STRAINER 2-INCH AIR GAP, MIN. BRANCH P-TRAP ~ AGA APPROVED GAS VALVE PRESSURE REGULATOR PRESSURE PORT GAS PIPING DIRT LEG AGA APPROVED GAS VALVE AGA APPROVED FLEXIBLE CONNECTOR GAS APPLIANCE 4232 NOTE: SEE NATURAL GAS USAGE SCHEDULE FOR QUANTITY USED BY FACILITY GAS COMPANY TO CONNECT TO PLUG VALVE LOCKOUT TYPE PLUG VALVE SUPPLY TO GAS APPLIANCES SWING JOINT BY CONTRACTOR GAS METER BY GAS COMPANY FINISHED GRADE ANODELESS RISER BY GAS COMPANYPOLYETHYLENE PIPING BY GAS COMPANY MAGNETIC WARNING AND IDENTIFICATION TAPE BY GAS COMPANY PLUG VALVE BY GAS COMPANY PLUGGED TEE W/ BUSHING AND 3/8" PLUG BY GAS COMPANY INSULATING UNION BY GAS COMPANY GAS PRESSURE REGULATOR BY GAS COMPANY TEE W/ BUSHING AND 3/8" PLUG BY GAS COMPANY DOMESTIC HOT WATER CONDENSATE DOMESTIC COLD WATER GAS NOTE: BASIS OF DESIGN MANUFACTURERS RECOMMENDED PIPING LAYOUT. OTHER MANUFACTURES MAY VARY. INSTALL PER MANUFACTURERS PIPING RECOMMENDATIONS H CG 1/2" TRAP PRIMER SUPPLY DOMESTIC WATER LINE TRAP PRIMER VALVE DISTRIBUTION UNIT, FOR UP TO 5 LINES AS REQUIRED 1/2" TRAP PRIMER LINE FLOOR DRAIN FLOOR SLAB SLEEVE THRU SLAB SHUTOFF VALVE 23551 E A H R D N O P TR HM.DVI A NGIN REE NH NOFO A N SEAL A L I OACR SES L I 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 1740 Airport Boulevard 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 P-501 PLUMBING DETAILS 2022075.00 11/22/2024 NO SCALE1CLEANOUT DETAILS NO SCALE2COMPRESSED AIR DROP NO SCALE3EYEWASH DETAIL NO SCALE4FLOOR SINK DETAIL NO SCALE5GAS APPLIANCE CONNECTION DETAIL NO SCALE6GAS SERVICE DETAIL NO SCALE7ELECTRIC WATER HEATER DETAIL NO SCALE8TRAP PRIMER DETAIL 0 11/22/24 ISSUED FOR CONSTRUCTION 2" FS1 2" W 2" W 2" W 2" W 2" W 2" FD1 LAV1 EWC1 2" W 3" W 3" W SS1 2" V 4" W 2" W SK1 2" V 2" V 2" V 2" V 2" V 2" V 2" V 4" W 2" FD1 2" W 3" W MS1 2" V 2" V 3" W WC1 4" W 2" W 2" W 2" FD1 WC1 4" W 4" W LAV1 SH1 2" V 2" V 2" V 2"VTR 4" W 4" W 1/2" TP 4" FD1 4" FD1 1/2" TP 2" V 2"VTR 4" W GCO 4" W 4" W 1/2" TP WCOWCO WCO WCO WCO WH1 HB1 3/ 4 " C W 1/ 2 " C W 3/4" CW OB1 LAV1 HB1 WC1 HB1 WC1 SH1 SS1 EW1 OB1 SK1MS1 GWH1 HB1 WH1 3/ 4 " C W 3/4" CW 1/2" CW 1 1 / 4 " C W 1 1/4" CW 1 1/4" CW 1 1/4" CW 1" CW 3/4" HW 3/4" CW 3/ 4 " H W 3/ 4 " C W 1/ 2 " H W 1/ 2 " C W 1/ 2 " H W 1/ 2 " C W 1/ 2 " H W 1/ 2 " C W 1/ 2 " H W 1/ 2 " C W 1" CW 3/4" HW 1/ 2 " C W 3/4" CW3/4" HW 1/ 2 " C W 1/ 2 " C W 1/ 2 " H W 1/ 2 " H W 1/ 2 " C W 1/2" CW 1/2" CW 1/2" HW 1/ 2 " C W 1/ 2 " H W 1/ 2 " C W 1/2" CW 1/2" HW 1/2" HW 1" CW 3/4" CW EWC1 LAV1 1/ 2 " C W 1/ 2 " H W 1/2" HW 1/2" CW 1/2" HW 1/2" CW MAIN SHUTOFF VALVE TRAP PRIMER FCO 4" W 4" W 2" V 2" V GCO 4" W 4" W 4" W 4" W 2" V FCO 24x24x24 CATCH BASIN 24x24x24 CATCH BASIN GCO GCO 4" W OS1 WCO WCO 2"VTR 2"VTR 23551 E A H R D N O P TR HM.DVI A NGIN REE NH NOFO A N SEAL A L I OACR SES L I 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 1740 Airport Boulevard 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 P-502 PLUMBING RISER DIAGRAMS 2022075.00 11/22/2024 1 WASTE-VENT RISER DIAGRAM 3 DOMESTIC WATER RISER DIAGRAM 2 HANGER BAY WASTE-VENT RISER DIAGRAM 0 11/22/24 ISSUED FOR CONSTRUCTION 23551 E A H R D N O P TR HM.DVI A NGIN REE NH NOFO A N SEAL A L I OACR SES L I 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 1740 Airport Boulevard 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 P-503 PLUMBING U.L. DETAILS 2022075.00 11/22/2024 0 11/22/24 ISSUED FOR CONSTRUCTION CD HWR HWS G (E) 16"x8" 16"/8" (E) F S M B D C 16"Ø E/A O/A T/A L/A R/A S/A CONDENSATE DRAINAGE HEATING WATER RETURN HEATING WATER SUPPLY NATURAL GAS EXHAUST AIR OUTSIDE AIR RELIEF AIR RETURN AIR SUPPLY AIR TRANSFER AIR REF-L REF-S REFRIGERANT-LIQUID REFRIGERANT-SUCTION 2" CAP PLUG 2" 4" 4"4" REF-HG REFRIGERANT-HOT GAS PIPING SYMBOLS KEYNOTE CONTINUATION SYMBOL EXISTING DUCT TAG OVAL DUCT SIZE TAG (WIDTH / HEIGHT) SQUARE DUCT SIZE TAG (WIDTH x HEIGHT) NUMBER OF SHEET WHERE DETAIL APPEARS NUMBER OF DETAIL ON SHEET REVISION NUMBER -SHOWN ON PLANS GENERAL MECHANICAL SYMBOLS ROOM NAME AND NUMBER POINT WHERE NEW CONNECTS TO EXISTING HVAC SYMBOLS MECHANICAL EQUIPMENT TAG EXISTING MECHANICAL EQUIPMENT TAG (TYPICAL FOR ALL EXISTING TAGS) &AND Ø ROUND A AIR AB ABOVE BASE ABV ABOVE AC AIR CONDITIONING ACOUS ACOUSTICAL AD AREA DRAIN ADD ADDENDUM ADDL ADDITIONAL AFF ABOVE FINISHED FLOOR AFUE ANNUAL FUEL UTILIZATION EFFICIENCY AG ABOVE GROUND ALT ALTERNATE ALUM ALUMINUM AP ACCESS PANEL APPROX APPROXIMATE ARCH ARCHITECT/ARCHITECTURAL AV ACID RESISTANT VENT AW ACID RESISTANT WASTE AUTO AUTOMATIC BFF BELOW FINISHED FLOOR BLDG BUILDING BLW BELOW BM BEAM BO BY OTHER BOT BOTTOM BSMT BASEMENT BTU BRITISH THERMAL UNITS BTUH BRITISH THERMAL UNITS PER HOUR BTWN BETWEEN CAP CAPACITY CB CATCH BASIN CCW COUNTER CLOCKWISE CFCV CONSTANT FLOW CONTROL VALVE CFM CUBIC FEET PER MINUTE CHW CIRCULATING HOT WATER CI CAST IRON CLG CEILING CLG COOLING CO CLEAN OUT COL COLUMN COMB COMBINATION CONC CONCRETE COND CONDENSATE CONF CONFERENCE CONN CONNECT CONST CONSTRUCTION CONT CONTINUE/CONTINUATION CONTR CONTRACT/CONTRACTOR COORD COORDINATE CTR CENTER CUFT CUBIC FEET CV CHECK VALVE CW COLD WATER CW CLOCKWISE D DEGREE DB DRY BULB DET DETAIL DIA DIAMETER DIAG DIAGONAL DISCH DISCHARGE DIV DIVISION DI DEIONIZED WATER DMPR DAMPER DN DOWN DWG DRAWING DW DISTILLED WATER EA EACH EAT ENTERING AIR TEMPERATURE EL ELBOW ELEC ELECTRICAL ELEV ELEVATION EP EXPLOSION PROOF EQ EQUAL EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER EWT ENTERING WATER TEMPERATURE E/A EXHAUST AIR EAH EXHAUST HOOD EXIST EXISTING EXP EXPANSION EXPJT EXPANSION JOINT EXT EXTERIOR F DEGREES FAHRENHEIT FCO FLOOR CLEAN OUT FD FLOOR DRAIN FD FIRE DAMPER FDV FIRE DEPARTMENT VALVE FHC FIRE HOSE CABINET FL FLOOR FLEX FLEXIBLE FLG FLANGE FO FUEL OIL FOV FUEL OIL VENT FOR FUEL OIL RETURN FOS FUEL OIL SUPPLY FPM FEET PER MINUTE FRP FIBERGLASS REINFORCED PIPE FS FULL SIZE FS FLOOR SINK FT FOOT/FEET FTG FOOTING FTR FIN TUBE RADIATION FUT FUTURE GA GAGE/GAUGE GAL GALLON GALV GALVANIZED GC GENERAL CONTRACTOR GEN GENERATOR GENL GENERAL GPH GALLONS PER MINUTE GR GRADE GW GREASE WASTE HB HOSE BIB HD HEAD HORZ HORIZONTAL HP HORSE POWER HP HIGH PRESSURE HTG HEATING HTR HEATER HW HOT WATER HYD HYDRANT ID INDIRECT IN INCH INL INLET INSUL INSULATION INT INTERIOR INV INVERT INWG INCHES WATER GAUGE JST SPC JOIST SPACE JT JOINT LAB LABORATORY LB POUND LB/HR POUNDS PER HOUR LAT LEAVING AIR TEMPERATURE LF LINEAL FOOT LOC LOCATION LP LOW PRESSURE LPG LIQUEFIED PETROLEUM GAS LR LIQUID REFRIGERANT LS LAWN SPRINKLER L LOUVER LWT LEAVING WATER TEMPERATURE M/A MIXED AIR MAN MANUAL MATL MATERIAL MAV MANUAL AIR VENT MAX MAXIMUM MBD MOTORIZED BYPASS DAMPER MBH ONE THOUSAND BTU PER HOUR MCF ONE THOUSAND CUBIC FEET MCW MAKE-UP COLD WATER MD MOTORIZED DAMPER MECH MECHANICAL MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MTR MOTOR MU/A MAKE-UP/AIR N NECK NC NOISE CRITERIA NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NUMBER NO NORMALLY OPEN NOM NOMINAL NTS NOT TO SCALE O OXYGEN O/A OUTSIDE AIR OC ON CENTER OF OVERFLOW OPNG OPENING ORD OVERFLOW ROOF DRAIN PD PRESSURE DROP PIV POST INDICATOR VALVE PLBG PLUMBING PR PAIR PREL PRELIMINARY PRESS PRESSURE PRIM PRIMARY PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE PW POTABLE WATER PWR POWER R DUCT RISER R/A RETURN AIR RCP RADIANT CEILING PANEL RD ROOF DRAIN REC RECESSED RED REDUCER REFR REFRIGERATION RH RELATIVE HUMIDITY REQD REQUIRED REV REVERSE RL/A RELIEF AIR RM ROOM RPM REVOLUTIONS PER MINUTE RW RAIN WATER SF SQUARE FOOT S/A SUPPLY AIR SAN SANITARY SCHED SCHEDULE SECT SECTION SF SQUARE FOOT SD SMOKE DAMPER SHT SHEET SIM SIMILAR SLV SLEEVE SM SURFACE MOUNT SP STANDPIPE SP STATIC PRESSURE SPEC SPECIFICATION SPS STATIC PRESSURE STATION SQ SQUARE SR SUCTION REFRIGERANT SSD SOIL SUBDRAIN SS STAINLESS STEEL STD STANDARD STM STEAM STRUCT STRUCTURAL SUCT SUCTION SUSP SUSPENDED T THERMOSTAT TCP TEMPERATURE CONTROL PANEL TD TEMPERATURE DROP TDR TRENCH DRAIN TEFC TOTALLY ENCLOSED FAN COOLED TEMP TEMPERATURE TYP TYPICAL UFD UNDER FLOOR DUCT UG UNDERGROUND VAC VACUUM V VENT VAV VARIABLE AIR VOLUME VEL VELOCITY VENT VENTILATION VERT VERTICAL VOL VOLUME VTR VENT THROUGH ROOF W WASTE WB WET BULB WCO WALL CLEAN OUT WH WALL HYDRANT ABBREVIATIONS FIRE DAMPER SMOKE DAMPER MOTORIZED DAMPER MANUAL BALANCING DAMPER BACKDRAFT DAMPER COMBINATION FIRE/SMOKE DAMPER RECTANGULAR SUPPLY/OUTSIDE AIR DUCT RISE RECTANGULAR RETURN/TRANSFER AIR DUCT RISE MECHANICAL EQUIPMENT ROUND DUCT SIZE TAG (DIAMETER) EXISTING PIPE TAG DOMESTIC WATER METER FLOW MEASURING AND BALANCING DEVICE BALL VALVE CHECK VALVE ITEM TO BE DEMOLISHED AREA NOT IN CONTRACT AC AIR CONDITIONING UNIT ACC AIR COOLED CONDENSER ACCU AIR COOLING CONDENSING UNIT AFMS AIR FLOW MEASURING STATION AHU AIR HANDLING UNIT AS AIR SEPARATOR B BOILER CF CABINET FAN CF CHEMICAL FEEDER CFP CHEMICAL FEEDER PUMP CH CHILLER CRU CONDENSATE RETURN UNIT CT COOLING TOWER CUH CABINET UNIT HEATER CWP CONDENSER WATER PUMP CHWP CHILLED WATER PUMP DAH DUCTLESS AIR HANDLER DHP DUCTLESS HEAT PUMP DCP DOMESTIC WATER CIRCULATING PUMP EUH ELECTRIC UNIT HEATER EDC ELECTRIC DUCT COIL ET EXPANSION TANK EWH ELECTRIC WATER HEATER FCU FAN COIL UNIT FP FIRE PUMP GI GREASE INTERCEPTOR GRV GRAVITY ROOF VENTILATOR H HUMIDIFIER HWP HEATING WATER PUMP HX HEAT EXCHANGER HPU HEAT PUMP UNIT HRU HEAT RECOVERY UNIT ILC INLINE CENTRIFUGAL PF PROPELLER FAN PV POWER VENTILATOR PWF POWER WALL FAN RE RETURN/EXHAUST FAN RTU ROOFTOP UNIT SA SHOCK ABSORBER SAT SOUND ATTENUATOR SEP SEWAGE EJECTOR PUMP SF SUPPLY FAN SP SUMP PUMP UH UNIT HEATER US UTILITY SET UV UNIT VENTILATOR VAV VARIABLE AIR VOLUME WH WATER HEATER EQUIPMENT ABBREVIATIONS DUCT BEING DEMOLISHED PIPING BEING DEMOLISHED THREE WAY VALVE BUTTERFLY VALVE ROUND SUPPLY/OUTSIDE AIR DUCT RISE ROUND RETURN/TRANSFER AIR DUCT RISE RECTANGULAR EXHAUST/RELIEF AIR DUCT RISE ROUND EXHAUST/RELIEF AIR DUCT RISE ABOVE GROUND PIPING PIPE SIZE TAG (DIAMETER) DROP DROP DROP DROP DROP DROP EXISTING MECHANICAL EQUIPMENT PIPE RISE PIPE DROP PIPE TEE REDUCING 45 DEGREE TEE 45 DEGREE TEE 1 - --- BELOW GROUND PIPING PIPE INVERT ELEVATION TAG PIPE SLOPE TAG GE/A GREASE EXHAUST AIR SE/A SMOKE EXHAUST AIR MECHANICAL EQUIPMENT TAG (REFER TO OTHER DISCIPLINE FOR ADDITIONAL INFORMATION) MECHANICAL EQUIPMENT FOR REFERENCE PG PROPANE GAS MOTORIZED CONTROL VALVE PRESSURE REDUCING VALVE SOLENOID VALVE THREE WAY MOTORIZED CONTROL VALVE Room 1 INVERT: -10' -1" 1/8" / 12" SLOPE FLUE EXHAUST GAS FLUE C/A COMBUSTION AIR S-O/A SUPPLY AIR (100% OUTSIDE AIR) VAV-XX (X)VAV-XX VAV-XX GRILLES, REGISTERS, AND DIFFUSERS TAG CFM SUPPLY OUTLET RETURN/EXHAUST INLET LINEAR DIFFUSER LINEAR DIFFUSER TAG CFM TYPE (SEE SCHEDULE) TYPE (SEE SCHEDULE) SECTORIZING BAFFLE OR BLANKOFF PANEL S2 0 S6 0 CARBON DIOXIDE SENSOR DUCT SMOKE DETECTOR E-STOP HUMIDITY SENSOR TEMPERATURE SENSORT CO2 H E D 1 FIRE WALL LEGEND 2-HR FIRE WALL 23551 E A H R D N O P TR HM.DVI A NGIN REE NH NOFO A N SEAL A L I OACR SES L I 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 1740 Airport Boulevard 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 M-001 MECHANICAL ABBREVIATIONS, LEGEND, SUMMARIES & UL DETAIL 2022075.00 11/22/2024 SLAB HEATED:NO HORIZONTAL/VERTICAL...N/A R-VALUE OF INSULATION:N/A U-VALUE OF TOTAL ASSEMBLY: 0.9 BTU/HR/SF/F DESCRIPTION OF ASSEMBLY: 6" CONCRETE SLAB FLOORS SLAB ON GRADE R-VALUE OF INSULATION:N/A U-VALUE OF TOTAL ASSEMBLY: N/A DESCRIPTION OF ASSEMBLY:N/A FLOORS OVER UNCONDITIONED... R-VALUE OF INSULATION:N/A U-VALUE OF TOTAL ASSEMBLY: N/A DESCRIPTION OF ASSEMBLY:N/A WALLS BELOW GRADE (EACH... DOOR R-VALUES: 0.37 (HR-SF-F)/BTU PROJECTION FACTOR:<0.5 SHADING COEFFICIENT:0.25 U-VALUE OF TOTAL ASSEMBLY 0.3 BTU/HR/SF/F OPENINGS (WINDOWS OR DOORS... R-VALUE OF INSULATION: R-13 + R-6 (HR-SF-F)/BTU U-VALUE OF TOTAL ASSEMBLY: 0.067 BTU/HR/SF/F DESCRIPTION OF ASSEMBLY: INSIDE SURFACE RESISTANCE, 5/8" GYPSUM BOARD, R-13 BATT, R-6 CONTINUOUS INSULATION, SINGLE LAYER MINERAL FIBER COMPRESSED AT METAL WALL GIRTS, METAL SIDING, OUTSIDE SURFACE RESISTANCE EXTERIOR WALLS (EACH ASSEMBLY) TOTAL SQ.FT OF SKYLIGHTS IN EA.... - U-VALUE OF SKYLIGHT:- SKYLIGHTS IN EACH ASSEMBLY:- R-VALUE OF INSULATION: R-30 (HR-SF-F)/BTU U-VALUE OF TOTAL ASSEMBLY: 0.04 BTU/HR/SF/F DESCRIPTION OF ASSEMBLY: INSIDE SURFACE RESISTANCE, EXPOSED VINYL FACED REINFORCED INSULATION WITH THERMALBLOCKS (R-30 MINIMUM) ON METAL ROOF PURLINS, OUTSIDE SURFACE RESISTANCE ROOF CEILING ASSEMBLY (EACH ASSEMBLY) THERMAL ENVELOPE PERFORMANCE (ASHRAE 90.1) PRESCRIPTIVE (ASHRAE 90.1) PERFORMANCE (([ 2018 NCECC ][ ENERGY CODE ])) X PRESCRIPTIVE ([ 2018 NCECC ][ ENERGY CODE ]) METHOD OF COMPLIANCE: CLIMATE ZONE:3 THE FOLLOWING DATA SHALL BE CONSIDERED MINIMUM AND ANY SPECIAL ATTRIBUTE REQUIRED TO MEET THE ENERGY CODE SHALL ALSO BE PROVIDED. EACH DESIGNER SHALL FURNISH THE REQUIRED PORTIONS OF THE PROJECT INFORMATION FOR THE PLAN DATA SHEET. IF PERFORMANCE METHOD, STATE THE ANNUAL ENERGY COST FOR THE STANDARD REFERENCE DESIGN VS ANNUAL ENERGY COST FOR THE PROPOSED DESIGN. ENERGY REQUIREMENTS: ENERGY SUMMARY LIST EQUIPMENT EFFICIENCIES: SEE SCHEDULES SIZE CATEGORY, IF OVERSIZED STATE... N... CHILLER SIZE CATEGORY, IF OVERSIZED STATE... N... BOILER SIZE CATEGORY OF UNIT: SEE SCHEDULES COOLING EFFICIENCY: SEE SCHEDULES HEATING EFFICIENCY: SEE SCHEDULES DESCRIPTION OF UNIT: SEE SCHEDULES UNITARY MECHANICAL SPACING CONDITIONING SYSTEM HANGAR HEATING LOAD: 742 ... OFFICE COOLING LOAD: 60.8 MBH OFFICE HEATING LOAD: 51.2 ... *DESIGN- NOT CONTROLLED RELATIVE HUMIDITY 60% RH* SUMMER DRY BULB 75 °F WINTER DRY BULB 70 °F INTERIOR DESIGN CONDITIONS SUMMER DRY BULB 93 °F WINTER DRY BULB:23 °F CLIMATE ZONE 3A - WARM/HUMID MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT MECHANICAL SUMMARY 0 11/22/24 ISSUED FOR CONSTRUCTION PLAN NORTH TRUE NORTH NN 1 1.1 2 3 4 5 5.9 6 A B B.1 C D E F F.9 G MH401 1 MH401 2 RH01 RH02 RH03 RH04 F01 F02 SF01 SF02 EF01 EF02 HANGAR 100 4"Ø VENT DUCT, TYP. 4"Ø INTAKE DUCT, TYP.CONCENTRIC VENT, TYP. 23551 E A H R D N O P TR HM.DVI A NGIN REE NH NOFO A N SEAL A L I OACR SES L I 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 1740 Airport Boulevard 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 MH101 MECHANICAL FLOOR PLAN - HVAC 2022075.00 11/22/2024 KEYNOTES 1 COORDINATE MOUNTING HEIGHT WITH G.C. AND MANUFACTURERS INSTALLATION INSTRUCTIONS. 2 COORDINATE MOUNTING HEIGHT WITH ARCHITECT AND MANUFACTURERS INSTALLATION INSTRUCTIONS. 1 1/8" = 1'-0"1 FLOOR PLAN - HVAC 0 11/22/24 ISSUED FOR CONSTRUCTION 1 1 1 2 2 22 2 2 FLOOR PLAN SHEET NOTES 1. MAINTAIN MANUFACTURER'S CLEARANCE REQUIREMENTS FOR INDOOR EQUIPMENT. 2. MECHANICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES PRIOR TO BEGINNING WORK. 3. REFER TO ARCHITECTURAL DRAWINGS FOR RATED ASSEMBLY UL NUMBERS (WALLS, FLOOR / CEILINGS, ETC.. 4. COORDINATED CONDENSATE PIPE ROUTING WITH GENERAL CONTRACTOR AND OWNER, TYPICAL. 5. CONCERNING DIFFUSER LAYOUT AND CEILING TYPE, REFER TO ARCHITECTURAL PLANS FOR FURTHER INFORMATION. 1 1.1 2 3 4 5 5.9 6 A B B.1 C D E F F.9 G MH402 1 MH402 2 HANGAR 100 RH01 RH02 RH03 RH04 F01 F02 SF01 SF02 EF01 EF02 T T PLAN NORTH TRUE NORTH NN 23551 E A H R D N O P TR HM.DVI A NGIN REE NH NOFO A N SEAL A L I OACR SES L I 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 1740 Airport Boulevard 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 MH102 MECHANICAL RCP & T-STAT LOCATION FLOOR PLAN -HVAC 2022075.00 11/22/2024 1/8" = 1'-0"1 RCP & T-STAT LOC. FLOOR PLAN - HVAC 0 11/22/24 ISSUED FOR CONSTRUCTION PLAN NORTH TRUE NORTH NN 1 1.1 2 3 A B B.1 PARTS STORAGE 116 ELEC/ IT 114 RISER 115 CORR 110 RESTROOM 107 RESTROOM 108 JAN 109 BREAK 111 CLOSET 112 AH 0 1 EF03 EF04 EUH01 S5 190 EF 0 5 L01 220 L02 260 S2 145 S5 25 S5 50 S5 50 S1 55 22 " x 1 6 " 10 " x 1 0 " 22 " x 1 6 " 10"x10" 10 " x 1 0 " 6"Ø 6"Ø 8" Ø 10 " Ø R3 - 8" Ø R1 - 6"Ø 18 " x 1 4 " MANUAL VOUME DAMPER, TYP. HP01 4 5 5.9 6 A B B.1 DA H 0 1 DHP01 ENTRY/ LOBBY 101 CONFERENCE 106 OPEN OFFICE 103 OFFICE 105 CORR 102 S2 155 S2 155 S3 250 S3 250 S2 200 S4 125 S4 125 S4 125 R1 - S1 90 R1 - R1 - 18 " x 1 4 " 22 " x 1 6 " 18 " x 1 4 " 22 " x 1 6 " 14 " x 1 2 " 12 " x 1 2 " 10 " x 1 0 " 8"Ø 8"Ø 8"Ø 8"x8" 12"x12" 12"x12" R2 - R2 - R2 - 23551 E A H R D N O P TR HM.DVI A NGIN REE NH NOFO A N SEAL A L I OACR SES L I 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 1740 Airport Boulevard 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 MH401 MECHANICAL ENLARGED PLANS -HVAC 2022075.00 11/22/2024 1/4" = 1'-0"1 ENLARGED OFFICE PLAN 2 1/4" = 1'-0"2 ENLARGED OFFICE PLAN 1 0 11/22/24 ISSUED FOR CONSTRUCTION FLOOR PLAN SHEET NOTES 1. MAINTAIN MANUFACTURER'S CLEARANCE REQUIREMENTS FOR INDOOR EQUIPMENT. 2. MECHANICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES PRIOR TO BEGINNING WORK. 3. REFER TO ARCHITECTURAL DRAWINGS FOR RATED ASSEMBLY UL NUMBERS (WALLS, FLOOR / CEILINGS, ETC.. 4. COORDINATED CONDENSATE PIPE ROUTING WITH GENERAL CONTRACTOR AND OWNER, TYPICAL. 5. CONCERNING DIFFUSER LAYOUT AND CEILING TYPE, REFER TO ARCHITECTURAL PLANS FOR FURTHER INFORMATION. KEYNOTES 1 PROVIDE MOTORIZED DAMPER AND OA DAMPER IN OUTSIDE AIR DUCT AS SHOWN. 2 PROVIDE 3/4" INSULATED, TRAPPED CONDENSATE PIPING. ROUTE DOWN INSIDE OF EXTERIOR WALL, PENETRATE APPROXIMATELY 8" ABOVE GRADE, PENETRATE SIDE OF DOWNSPOUT AS SHOWN. 3 PROVIDE RERIGERANT PIPING LINE-SET ROUTED ABOVE CEILING. 1 2 2 3 3 1 1.1 2 3 A B B.1 AH 0 1 EF04 EF03 PARTS STORAGE 116 ELEC/ IT 114 RISER 115 CORR 110 RESTROOM 107 RESTROOM 108 JAN 109 BREAK 111 CLOSET 112 4 5 5.9 6 A B B.1 ENTRY/ LOBBY 101 CONFERENCE 106 OPEN OFFICE 103 OFFICE 105 CORR 102 T AH01 T DAH01 PLAN NORTH TRUE NORTH NN 23551 E A H R D N O P TR HM.DVI A NGIN REE NH NOFO A N SEAL A L I OACR SES L I 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 1740 Airport Boulevard 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 MH402 MECHANICAL ENLARGED RCP FLOOR PLANS - HVAC 2022075.00 11/22/2024 1/4" = 1'-0"1 ENLARGED RCP FLOOR PLAN 2 - HVAC 1/4" = 1'-0"2 ENLARGED RCP FLOOR PLAN 1 - HVAC 0 11/22/24 ISSUED FOR CONSTRUCTION FLOOR PLAN SHEET NOTES 1. MAINTAIN MANUFACTURER'S CLEARANCE REQUIREMENTS FOR INDOOR EQUIPMENT. 2. MECHANICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES PRIOR TO BEGINNING WORK. 3. REFER TO ARCHITECTURAL DRAWINGS FOR RATED ASSEMBLY UL NUMBERS (WALLS, FLOOR / CEILINGS, ETC.. 4. COORDINATED CONDENSATE PIPE ROUTING WITH GENERAL CONTRACTOR AND OWNER, TYPICAL. 5. CONCERNING DIFFUSER LAYOUT AND CEILING TYPE, REFER TO ARCHITECTURAL PLANS FOR FURTHER INFORMATION. ~ AUXILIARY DRAIN PAN FLOAT SWITCH. INTERLOCK TO SHUT DOWN SYSTEM DRAIN PAN FLEXIBLE CONNECTION, TYP. S/A DUCT -- SEE MECHANICAL PLAN FOR SIZES AIR HANDLER M MOTORIZED DAMPER MANUAL DAMPER; BALANCE TO AIRFLOW SHOWN IN SPLIT SYSTEM SCHEDULE O/A DUCT -- SEE MECHANICAL PLAN FOR SIZES R/A DUCT -- SEE MECHANICAL PLAN FOR SIZES ELEVATE A MINIMUM OF 4" VIBRATION ISOLATOR (EACH CORNER) PRIMARY CONDENSATE DRAIN WITH TRAP. EXTEND AS SHOWN ON PLANS 2x4 TREATED WOOD SUPPORT, TYP. OF 2 MEZZANINE FLOOR NOTES: 1. TRAPEZE HANGERS SHALL BE PROVIDED FOR ALL DUCT WORK. TRAPEZE HANGERS CANNOT BE USED FOR BRANCH DUCT WORK 12" IN WIDTH AND SHORTER REFER TO STRAP HANGER DETAIL. 2. SUPPORTS SHALL BE SPACED AND SIZED AS PER SPECIFICATIONS. 3. RIGID INSULATION SHALL EXTEND MINIMUM OF 3" BEYOND STRUT ON BOTH SIDES. MAINTAIN VAPOR BARRIER ACROSS STRUT. TRAPEZE HANGER DETAIL STRAP HANGER DETAIL UNISTRUT DUCT INSULATION & VAPOR BARRIER HANGER STRAP 1" 6" M I N . MAX 12" THREADED HANGER ROD SIZE AND MATERIAL PER SPECIFICATION MIN .9 lb/cft DENSITY RIGID INSULATION AT SHIELD DIVERGING FLOW RADIUS ELBOW 20° MAXIMUM AIR FLOW W W R=1.5 W CONVERGING FLOW RECTANGULAR ELBOW 30° MAXIMUM AIR FLOW TURNING VANES DOUBLE THICKNESS W W (BRANCH FLOW LESS THAN 25% OF MAIN FLOW) 45° (4" MINIMUM) W BRANCH BRANCH TAKE-OFFS L MAIN L=1/4 W DUCT OFFSETS (R = W) WHERE POSSIBLE FULL RADIUS ELBOWS W R R W TC2R = TWO TAPS V = 1.414(C+D)+9.66 Q = A/2+.707C+2.414 H = .707A+.5C+2" DIE-STAMPED 45° AND 90° DIMENSIONS: CR = 1.5A S = 2" R A L S BA 1" C CONICAL LATERAL H 4"S 1"LC2 = TWO TAPS V = 1.414C+4.83 1" * REDUCING CONICAL TEE A S V Q 5-1/4" S C X S = 2" LC = ONE TAP DIMENSIONS: V = C+4" TCR = ONE TAP V = C+D+8" S * DIMENSIONS: 1" CONICAL TEE S V 5-1/4" S C A S = 2" DIMENSIONS: A-B(12" MAX) V = C+4" V = C+D+8" TC = ONE TAP TC2 = TWO TAPS S = 2" * V S L = A/2+1" DIMENSIONS: M = .207A Z = SPECIFY OFFSET V = 2A UNLESS SPECIFIED OFFSET S V A DIMENSIONS: Z S = 2" A Y-BRANCH 90° 1"S A M L A S S = 2" DIMENSIONS: (4" MINIMUM & 12" MAXIMUM) ECCENTRIC S REDUCERS CONCENTRIC A S Z A B A-B S B S S = 2" A-B (12" MAXIMUM) BRANCHY VD MAIN Y W 15° MAXIMUM BOTH SIDES (BRANCH FLOW GREATER THAN 25% OF MAIN FLOW) TAKE-OFF STANDARD RECTANGULAR BRANCH 4" MINIMUM L = 1/4 W OR L WVOLUME FLOW AIR STANDARD RECTANGULAR DUCT BRANCH TAKE-OFF (BRANCH FLOW LESS THAN 25% OF MAIN FLOW) (BRANCH FLOW LESS THEN 25% OF MAIN FLOW) DUCT BRANCH CONNECTIONS ALTERNATE RECTANGULAR TO ROUND BELL MOUTH CONNECTION WHERE HEIGHT OF MAIN DUCT PERMITS CONNECTION TO ROUND BOOT 90° RECTANGULAR CONNECTION TO ROUND BOOT 45° RECTANGULAR TO ROUND TRANSITION BOOT WITH RECTANGULAR STANDARD RECTANGULAR FLOW AIR 45° 45°ELBOW WITH DOUBLE THICKNESS TURNING VANES AIR FLOW VOLUME DAMPER VOLUME DAMPER DAMPER ADJUSTABLE HANGER WITH ROLLER LOCKING NUT SUPPORT NUT INSULATION PIPE PIPE COVERING PROTECTION 16 GA SADDLE GALVANIZED INSULATION SHIELD 12"LONG. NOTES: CLEVIS HANGER (FOR 1/2" UP TO HEAVY DUTY & INCL. 2" PIPE) (FOR 2" TO 6" PIPE & FOR HVAC HOT WATER PIPING ALL SIZES) 1. THIS DETAIL SHALL BE USED AS A GUIDE. ALL HANGERS SHALL MEET THE REQUIREMENTS OF THE SPECIFICATIONS. 2. PIPE 6" AND LARGER SHALL HAVE ROLLER SUPPORTED WITH DUAL RODS. 3. FOR CHW SERVICE OVER 3" REPLACE SADDLE WITH 12" LONG 14 GA SHIELD WITH RIGID INSULATION BETWEEN PIPE AND SHIELD. 4. WHERE TRAPEZE HANGERS ARE USED FOR HEATING HOT WATER PROVIDE ROLLERS. SEE SPECIFICATIONS FOR BUILDING ATTACHMENT REQUIREMENTS PIPE SIZE 2 1/2" 1/2" - 2" LOAD SCHEDULE 5" 4" 3" 14' 10' 14' 5/8"∅ 5/8"∅ 5/8"∅ 8' 10'5/8"∅ 1/2"∅ ROD SIZEMAXIMUM SPACING HIGH DENSITY INSULATED STRUCTURAL INSERT (600 PSI MINIMUM COMPRESSIVE STRENGTH) AT SHEILD DN 24" W/ 2" RIGID BOARD INSULATION) INCLUDING ANY UNUSED LOUVER (INSULATE ALL EXPOSED PARTS & 12" UP SIDE JOINTS PITCH TO OUTSIDE SHOWN OTHERWISE ON PLANS) DUCT, 12" X 12" MIN (UNLESS ACCESS DOOR HALF HEIGHT OF SOLDER BOTTOM JOINTS SEAL AND CAULK ALL AROUND LOUVER PLENUM 1/2" BIRDSCREEN STORM- PROOF LOUVER CAULK ALL AROUND ACCESS DOOR ON SIDE OF DUCT (APPLIES TO INTAKE LOUVER ONLY) ROUGHEN SURFACE ANCHOR BOLT; SIZE PER EQUIPMENT MANUFACTURER. 1 LAYER OF MAT; 6X6-W2.9 X W2.9 WWF 1/2"DIA. EPOXY GROUT ANCHOR NOT MORE THAN 3' ON CTR. NOTE: 1.MESH SHALL BE FURNISHED IN SHEETS. 2.ALL PAD EDGES SHALL BE CHAMFERED. 3.CONCRETE COMPRESSIVE STRENGTH SHALL BE 3,000 PSI AT 28 DAYS 4.ONLY ANCHOR EQUIPMENT WITH MANUFACTURER SUPPLIED ANCHOR MOUNTS 4" MIN. 6" 3" 2" RIGID ROUND DUCT NYLON CLAMP OVER FLEX DUCT (2) WRAPS "B" TAPE AND NYLON CLAMP OVER INSULATION INSULATION FLEX DUCT #10 x 3/4" SELF TAPPING CADMIUM PLATED SHEET METAL SCREWS . NO POP RIVETS ALLOWED HANGER STRAPS 45º EXPANDED THROAT TAKE-OFF BALANCE DAMPER WITH LOCKING QUADRANT WIRE HANGER TO STRUCTURE FLEXIBLE DUCT (U.L.181 "B" ENCLOSURE SYSTEM) LIMIT RUN TO 5'-0" MAX. ROUNF TO SQUARE OR RECTANGULAR ADAPTER CEILING RIGID ROUND DUCT. SEE PLANS FOR SIZE. WRAP WITH EXTERNAL INSULATION12" WIDE 24 GA. SHIELD 2" x 24" GA. STRAPS PIPE FULL SIZE OF EQUIPMENT DRAIN CONNECTION THREADED CAP (TYP.)PIPE FULL SIZE OF EQUIPMENT DRAIN CONNECTION THREADED CAP (TYP.) SEE NOTE 3 SEE NOTE 4 FLOW DRAW THRU DRAIN UNION (TYP.) "2 SEE NOTE 2 BLOW THRU DRAIN 1. LOCATE TRAPS SO AS TO BE ACCESSIBLE FOR CLEANING. 2. HEIGHT SHALL BE EQUAL TO UNIT MAXIMUM TOTAL STATIC PRESSURE PLUS 1/2". 3. HEIGHT SHALL BE EQUAL TO UNIT MAXIMUM NEGATIVE STATIC PRESSURE PLUS 1". 4. HEIGHT SHALL BE 1/2" OF HEIGHT INSTALLED ON NOTE 3. 5. PIPE TO NEAREST DRAIN. 6. TRAP SHALL NOT BLOCK ACCESS TO EQUIPMENT. 7. PROVIDE UNIONS AT INLET AND OUTLET OF TRAP. NOTES: 23551 E A H R D N O P TR HM.DVI A NGIN REE NH NOFO A N SEAL A L I OACR SES L I 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 1740 Airport Boulevard 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 M-501 MECHANICAL DETAILS 2022075.00 11/22/2024 NO SCALE1RECTANGULAR DUCT FITTING DETAILS NO SCALE2ROUND DUCT FITTING DETAILS NO SCALE3ROUND/RECT. DUCT TAKE-OFF FITTING DETAILS NO SCALE5PIPE HANGER SUPPORT DETAIL NO SCALE4LOUVER PLENUM DETAIL NO SCALE6EQUIPMENT HOUSEKEEPING PAD DETAIL NO SCALE8TYPICAL DIFFUSER CONNECTION DETAIL NO SCALE9TYPICAL AIR HANDLER ON PLATFORM DETAIL 12" = 1'-0"7 TYPICAL EQUIPMENT CONDENSATE DRAIN DETAIL NO SCALE10TYPICAL DUCT SUPPORT DETAIL 0 11/22/24 ISSUED FOR CONSTRUCTION 23551 E A H R D N O P TR HM.DVI A NGIN REE NH NOFO A N SEAL A L I OACR SES L I 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 1740 Airport Boulevard 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 M-601 MECHANICAL SCHEDULES 2022075.00 11/22/2024 I WARRANTY: 3 YEARS ON ALL PARTS AND 10 YEARS ON TUBES, REFLECTORS AND BURNER CABINET H HANGING CHAIN SETS (CHAIN, KARABINER CLIPS, BEAM CLAMPS, EYE BOLTS) G 4" FITTED OUTSIDE COMBUSTION AIR COLLAR WITH KIT (FLEX HOSE AND CLAMPS) F 4" VENT ADAPTER E TOTALLY ENCLOSED BURNER CABINET, FAN CANNOT BE OUTSIDE OF BURNER BOX D 24V BMS DIGITAL TOUCH SCREEN 2-STAGE 7-DAY PROGAMMABLE THERMOSTAT WITH 24V TRANSFORMER MOUNTED INSIDE BURNER CABINETS WITH REMOTE BLACK BULB SENSORS C POLISHED ALUMINUM REFLECTORS AND END CAPS (NO GAPS) - HIGH EFFICIENT - 100% REFELCTION B 4", 16GA. HEAT TREATED ALUMINIZED STEEL COMBUSTION CHAMBERS AND RADIANT TUBING ACCESSORIES: A 3/4" BALL VALVE AND 3/4" STAINLESS STEEL FLEX GAS CONNECTOR 3 REFER TO MANUFACTURERS INSTALLATION INSTRUCTIONS FOR MOUNTINGLOCATION REQUIREMENTS AND RECOMMENDATIONS. 2 VENT IN ACCORDANCE WITH BUILDING CODE AND MANUFACTURER'S INSTRUCTIONS. NOTES: 1 REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. RH04 ADVANCED RADIANT SYSTEMS DU220-U60 NATURAL GAS 220 165 32'-10" 75 14 4 4 120/1/60 1.0 1,2,3 A THRU I RH03 ADVANCED RADIANT SYSTEMS DU220-U60 NATURAL GAS 220 165 32'-10" 75 14 4 4 120/1/60 1.0 1,2,3 A THRU I RH02 ADVANCED RADIANT SYSTEMS DU220-U60 NATURAL GAS 220 165 32'-10" 75 14 4 4 120/1/60 1.0 1,2,3 A THRU I RH01 ADVANCED RADIANT SYSTEMS DU220-U60 NATURAL GAS 220 165 32'-10" 75 14 4 4 120/1/60 1.0 1,2,3 A THRU I HIGH FIRE (MBH) LOW FIRE (MBH) LENGTH EFF.(%) MAX. INLET PRESS (IN WC) OUTLET (IN) INLET (IN) (V/PH/HZ) (A) DRAWING CODE BASIS OF DESIGN MANUFACTURER BASIS OF DESIGN MODEL FUEL GAS FLUE COMBUSTION VOLTAGE FLA NOTES ACCESSORIES GAS-FIRED RADIANT HEATER SCHEDULE E FACTORY INSTALLED DISCONNECT SWITCH D BUILT-IN TAMPER PROOF THERMOSTAT C AUTOMATIC RESET THERMAL LIMIT B AUTOMATIC FAN DELAY CIRCUIT ACCESSORIES: A SEMI-RECESS MOUNTING ADAPTER 2 HEATER MUST BE LISTED BY ETL. NOTES: 1 REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. EUH01 MARKEL E3321TD-RP QMARK, INDEECO WALL HEATER 175 HORIZONTAL 0.75 1 2,560 120/1/60 6.3 30 3'-0" A.F.F. 1,2 A,B,C,D,E TYPE FAN DISCHARGE CAPACITY (KW) STEPS BTU'S POWER (V/PH/HZ) FLA (A) DRAWING CODE BASIS OF DESIGN MANUFACTURER BASIS OF DESIGN MODEL ALTERNATE APPROVED MANUFACTURERS DESCRIPTION ELECTRIC COIL ELECTRICAL WEIGHT (LBS) MOUNTING HEIGHT (FT) NOTES ACCESSORIES ELECTRIC HEATER SCHEDULE G TWO-STAGE HEAT PUMP F FILTER RACK E PROVIDE TRANE TCONT830AS52DA PIVOT COMMERCIAL THERMOSTAT OR APPROVED EQUAL D SINGLE POINT POWER CONNECTION C LOW AMBIENT COOLING OPERATION TO 40F B ODU COIL SEACOAST PROTECTION ACCESSORIES: A ELECTRIC HEATER AS SCHEDULED 2 IF AN ALTERNATE... NOTES: 1 REFER TO... AH01 / HP01 TRANE GAM5B0C60/4TWR60 DAIKIN, YORK HEAT PUMP 57.2 46.0 93.0 77.5 64.7 SEER 17.5 36.2 23.0 63.9 COP 4.1 2,000 220 0.50 10.8 208/3/60 46.0 50 208/1/60 35.0 60 R-454B 60 60 170 300 1,2 A,B,C,D,E,F,G (V/PH/HZ) (MCA) (MOCP) (V/PH/HZ) (MCA) (MOCP) NET TOTAL (MBH) NET SENSIBLE (MBH) AMBIENT ( °F) EDB ( °F) EWB ( °F) EFFICIENCY (AHRI) TOTAL (MBH) AMBIENT ( °F) EDB ( °F) EFFICIENCY SUPPLY AIRFLOW (CFM) OUTSIDE AIRFLOW (CFM) ESP (IN. WG.) AUX HEAT CAP (KW) INDOOR UNIT OUTDOOR UNIT TYPE MAXIMUM LENGTH (FT.) MAXIMUM HEIGHT DIFFERENTIAL (FT.) INDOOR UNIT OUTDOOR UNIT DRAWING CODE (IDU/ODU) BASIS OF DESIGN MANUFACTURER BASIS OF DESIGN MODEL (IDU/ODU) ALTERNATE APPROVED MANUFACTURERS SYSTEM TYPE COOLING PERFORMANCE HEATING PERFORMANCE - HEAT PUMP INDOOR UNIT ELECTRICAL REFRIGERANT PIPING WEIGHT (LBS.) NOTES ACCESSORIES SPLIT SYSTEM SCHEDULE N ISOLATOR KIT M INTEGRAL BACKDRAFT DAMPER L WHITE PLASTIC GRILLE K FAN SPEED CONTROLLER 5 AMP 120V J WALL COLLAR I WEATHERHOOD-STL 45D H WIREGUARD-MOTOR SIDE G GRAVITY SHUTTER (STD) -27 F WEATHERHOOD 90 DEGREE E END SAFETY SCREEN D LONG WALL COLLAR C MOTORIZED CENTER PIVOT (HEAVY DUTY) -27 115V B DISCONNECT NEMA 1-PRE-WIRED ACCESSORIES: A FAN MOUNTED SPEED CONTROL 3 CONTROLLED VIA ON/OFF/AUTO SWITCH WITH THERMOSTAT. 2 CONTROLLED VIA OCCUPANCY SENSOR. REFER TO ELECTRICAL PLANS. NOTES: 1 REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. EF05 COOK GC-186 GREENHECK, TWIN CITY CEILING-MOUNTED VENTILATORS EXHAUST DIRECT BACKDRAFT - - 120 0.50 847 - ECM 63 -120/1/60 0.8 - - 2.5 20 1,2 K,L,M,N EF04 COOK GC-186 GREENHECK, TWIN CITY CEILING-MOUNTED VENTILATORS EXHAUST DIRECT BACKDRAFT - - 120 0.50 847 - ECM 63 -120/1/60 0.8 - - 2.5 20 1,2 K,L,M,N EF03 COOK GC-148 GREENHECK, TWIN CITY CEILING-MOUNTED VENTILATORS EXHAUST DIRECT BACKDRAFT - - 70 0.50 902 - ECM 36 - 120/1/60 0.4 - - 2.0 20 1,2 K,L,M,N EF02 COOK 24XW28D17 GREENHECK, TWIN CITY CENTRIFUGAL VENTILATORS - WALL EXHAUST DIRECT GRAVITY OPEN - EC 1.25 6,500 0.125 1,276 1,725 ECM - 0.839 120/1/60 11.6 - - 18.5 190 1,3 A,B,G,H,I,J EF01 COOK 24XW28D17 GREENHECK, TWIN CITY CENTRIFUGAL VENTILATORS - WALL EXHAUST DIRECT GRAVITY OPEN - EC 1.25 6,500 0.125 1,276 1,725 ECM - 0.839 120/1/60 11.6 - - 18.5 190 1,3 A,B,G,H,I,J SF02 COOK 24XWS28D17 GREENHECK, TWIN CITY CENTRIFUGAL VENTILATORS - WALL SUPPLY DIRECT GRAVITY OPEN - EC 1.25 6,500 0.125 1,276 1,725 ECM - 0.839 120/1/60 11.6 - - 18.5 310 1,3 A,B,C,D,E,F SF01 COOK 24XWS28D17 GREENHECK, TWIN CITY CENTRIFUGAL VENTILATORS - WALL SUPPLY DIRECT GRAVITY OPEN - EC 1.25 6,500 0.125 1,276 1,725 ECM - 0.839 120/1/60 11.6 - - 18.5 310 1,3 A,B,C,D,E,F AIRFLOW (CFM) ESP (IN. WG.) FAN RPM MOTOR RPM MOTOR TYPE MOTOR SIZE (W) MOTOR SIZE (HP) V/PH/HZ FLA (A) MCA (A) MOCP (A) DRAWING CODE BASIS OF DESIGN MANUFACTURER BASIS OF DESIGN MODEL ALTERNATE APPROVED MANUFACTURERS FAN TYPE SERVICE DRIVE TYPE DAMPER MOTOR ENCLOSURE FAN ENERGY INDEX (FEI) CAPACITIES ELECTRICAL SONES WEIGHT (LBS.) NOTES ACCESSORIES POWER VENTILATOR SCHEDULE ACCESSORIES: A BIRD SCREENING (MATERIAL TO MATCH LOUVER MATERIAL) 4 AMCA 550 LISTED (WATER PENETRATION) 3 AMCA 540 LISTED (IMPACT RESISTANCE) 2 FINISH AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLOR AND GLOSS. NOTES: 1 REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. L02 RUSKIN HZ700MD VENT PRODUCTS, POTTORFF FIXED EXTERIOR FLANGE HORIZONTAL, DRAINABLE-BLADE ALUMINUM 7 16 X 16 EXHAUST 260 0.63 0.05 - 1,2,3,4 A L01 RUSKIN HZ700MD VENT PRODUCTS, POTTORFF FIXED EXTERIOR FLANGE HORIZONTAL, DRAINABLE-BLADE ALUMINUM 7 16 x 16 INTAKE 220 0.63 0.04 - 1,2,3,4 A FREE AREA (SF) S.P. LOSS (IN. H20) WATER PENETRATION (OZ./SF) DRAWING CODE BASIS OF DESIGN MANUFACTURER BASIS OF DESIGN MODEL ALTERNATE APPROVED MANUFACTURERS TYPE FRAME DESCRIPTION MATERIAL LOUVER DEPTH (IN.) SIZE (W x H) (IN.) SERVICE AIRFLOW (CFM) PERFORMANCE RATINGS NOTES ACCESSORIES LOUVER SCHEDULE C 24" DOWN ROD AND ASSOCIATED MOUNTING HARDWARE B STANDARD WALL MOUNT VARIABLE SPEED CONTROLLER (REFER TO ELECTIRCAL PLANS FOR LOCATION) ACCESSORIES: A DIRECT DRIVE MOTOR, INTEGRAL VFD AND AIRFOIL BLADES 5 REFER TO ARCHITECTURAL DRAWINGS FOR COLOR AND FINISH. 4 FAN AND MOTOR TO BE IP-66 RATED, SUITABLE FOR INDOOR AND OUTDOOR USE. 3 FAN TO INCLUDE 3-YEAR WARRANTY (ALL COMPONENTS). 2 FAN TO BE ETL/INTERTEK-CERTIFIED TO ANSI/UL 507 AND CSA 22.2. NOTES: 1 REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. F02 BIG ASS FANS POWERFOIL D HUNTER, GREENHECK CIRCULATION DIRECT HVLS DOWNFLOW 6 16 108 1.5 208/3/60 7.6 250 1 THRU 5 A,B,C F01 BIG ASS FANS POWERFOIL D HUNTER, GREENHECK CIRCULATION DIRECT HVLS DOWNFLOW 6 16 108 1.5 208/3/60 7.6 250 1 THRU 5 A,B,C TYPE NUMBER OF BLADES DIAMETER (FT) MAX SPEED (RPM) MOTOR SIZE (HP) V/PH/HZ FLA (A) DRAWING CODE BASIS OF DESIGN MANUFACTURER BASIS OF DESIGN MODEL ALTERNATE APPROVED MANUFACTURERS SERVICE DRIVE FAN ELECTRICAL WEIGHT (LBS) NOTES ACCESSORIES HIGH-VOLUME, LOW-SPEED FAN SCHEDULE C INTEGRATED CONDENSATE PUMP B WIRED WALL-MOUNTED REMOTE CONTROLLER ACCESSORIES: A WALL MOUNTING BRACKET FOR OUTDOOR UNIT. REFER TO PLANS FOR ADDITIONAL INFORMATION. 5 SYSTEM MUST MEET CODE MINIMUM FOR ENERGY EFFICIENCY. 4 MECHANICAL CONTRACTOR MUST INSTALL SYSTEM REFRIGERANT PIPING PER MANUFACTURERS INSTALLATION REQUIREMENTS. 3 MOUNT INDOOR UNIT AT MAXIMUM ALLOWED HEIGHT WHILE MAINTAINING MANUFACTURERS RECOMMENDED CLEARANCES. 2 ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AND CONDUCTOR FROM OUTDOOR UNIT TO INDOOR UNIT. NOTES: 1 REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. DAH01 / DHP01 MITSUBISHI SLZ-AF18NL / SUZ-AA18NL DAIKIN, LG CEILING CASSETTE - 4 WAY HEAT PUMP 18.0 - 20.0 300-475 208/1/60 1.0 31 208/1/60 25.0 42 133 R-454B 1,2,3,4,5 A,B,C TOTAL (MBH) MIN (MBH) TOTAL (MBH) SA MIN-MAX (CFM) VOLTAGE (V/PH/HZ) MCA (A) VOLTAGE (V/PH/HZ) MCA (A) MOCP (A) FAN ELECTRICAL WEIGHT (LBS) ELECTRICAL WEIGHT (LBS) TYPE DRAWING CODE (IDU / ODU) BASIS OF DESIGN MANUFACTURER BASIS OF DESIGN MODEL (IDU / ODU) ALTERNATE APPROVED MANUFACTURERS INDOOR UNIT CONFIGURATION SYSTEM TYPE ARI COOLING 80/67/95 ARI HEATING 70/47 INDOOR UNIT OUTDOOR UNIT REFRIGERANT NOTES ACCESSORIES MINI-SPLIT SYSTEM SCHEDULE B INSULATED PLENUM BOX ACCESSORIES: A VOLUME DAMPER 3 PAINT ALL VISIBLE DUCTWORK THROUGH GRILLES AND REGISTERS FLAT BLACK. 2 DUCT BRANCH CONNECTION SIZE TO BE EQUAL TO THE NECK SIZE OF DIFFUSER UNLESS NOTED OTHERWISE ON PLANS. NOTES: 1 REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. R3 PRICE 630 METALAIRE, TITUS FIXED FACE GRILLE RETURN 12 X 6 - ALUMINUM WHITE WALL SURFACE 1,2,3 - R2 PRICE LBG - 16B METALAIRE, TITUS LINEAR BAR GRILLE RETURN 24 X 4 - ALUMINUM WHITE CEILING SURFACE 1,2,3 - R1 PRICE 630 METALAIRE, TITUS FIXED FACE GRILLE RETURN 20 X 20 24 X 24 ALUMINUM WHITE T-BAR 1,2,3 B S5 PRICE LBG - 16B METALAIRE, TITUS LINEAR BAR DIFFUSER SUPPLY 24 X 4 - ALUMINUM WHITE CEILING SURFACE 1,2,3 A S4 PRICE 620 METALAIRE, TITUS LOUVER FACE DIFFUSER SUPPLY 12 X 6 - ALUMINUM WHITE CEILING/WALL SURFACE 1,2,3 A S3 PRICE ASCD METALAIRE, TITUS SQUARE CEILING DIFFUSER SUPPLY 10%%C 24 X 24 ALUMINUM WHITE T-BAR 1,2,3 A S2 PRICE ASCD METALAIRE, TITUS SQUARE CEILING DIFFUSER SUPPLY 8%%C 24 X 24 ALUMINUM WHITE T-BAR 1,2,3 A S1 PRICE ASCD METALAIRE, TITUS SQUARE CEILING DIFFUSER SUPPLY 6%%C 24 X 24 ALUMINUM WHITE T-BAR 1,2,3 A DRAWING CODE BASIS OF DESIGN MANUFACTURER BASIS OF DESIGN MODEL ALTERNATE APPROVED MANUFACTURERS TYPE SERVICE NECK SIZE (IN.) BRANCH CONN. SIZE (IN.) MODULE SIZE (IN.) MATERIAL FINISH MOUNTING NOTES ACCESSORIES DIFFUSERS, REGISTERS AND GRILLES SCHEDULE 0 11/22/24 ISSUED FOR CONSTRUCTION PE PP CB OS swin g SO SO S SO SD S SS S S SAFC S OS OS S SO OS OS S SM ES ML DC MD CR T T1 1 FBO FURNISHED BY OTHERS FLA FULL LOAD AMPS FLUOR FLUORESCENT FLR FLOOR FWE FURNISHED WITH EQUIPMENT GEN GENERATOR G, GND GROUND GFI, GFCI GROUND FAULT CIRCUIT INTERRUPTER HH HANDHOLE HID HIGH INTENSITY DISCHARGE HOA HAND-OFF-AUTO HP HORSE POWER HPF HIGH POWER FACTOR HPS HIGH PRESSURE SODIUM HTR HEATER HV HIGH VOLTAGE Hz HERTZ A, AMP AMPERE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHU AIR HANDLING UNIT AIC AMPERE INTERRUPTING CAPACITY ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE BOF BOTTOM OF FIXTURE BRKR BREAKER C, CND CONDUIT CAB CABINET CAT CATALOG CL CHLORINE CB CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION CKT CIRCUIT CLG CEILING CP CONTROL PANEL CR CONTROL RELAY, CORROSION RESISTANT CS CONTROL SWITCH CV CONTROL VALVE CT CURRENT TRANSFORMER CU COPPER EF EXHAUST FAN EM EMERGENCY EMT ELECTRICAL METALLIC TUBING ENCL ENCLOSURE EQ, EQIP EQUIPMENT EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER EPRF EXPLOSION PROOF FA FIRE ALARM FAAP FIRE ALARM ANNUNCIATOR PANEL FACP FIRE ALARM CONTROL PANEL IMC INTERMEDIATE METALLIC CONDUIT INCAND INCANDESCENT JB JUNCTION BOX K THOUSAND Kcmil THOUSAND CIRCULAR MILLS KVA KILOVOLT AMPERE KW KILOWATTS KWH KILOWATT-HOURS LP LIGHTING PANEL, LIGHT POLE LTG LIGHTING MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MCP MOTOR CIRCUIT PROTECTOR MDP MAIN DISTRIBUTION PANEL MFR MANUFACTURER MH MANHOLE MLO MAIN LUGS ONLY MTD MOUNTED MTG MOUNTING MTS MANUAL TRANSFER SWITCH MV MEDIUM VOLTAGE N, NEUT NEUTRAL N/A NOT APPLICABLE NC NORMALLY CLOSED NEC NATIONAL ELECTRIC CODE NIC NOT IN CONTRACT NL NIGHT LIGHT NO NORMALLY OPEN NTS NOT TO SCALE P POLE PA PUBLIC ADDRESS PB PULL BOX, PUSH-BUTTON PF POWER FACTOR PH,ɸ PHASE PLC PROGRAMMABLE LOGIC CONTROLLER PNL PANEL PP POWER PANEL, POWER POLE PT POTENTIAL TRANSFORMER PWR POWER RECPT,RCPRECEPTACLE REQ'D REQUIRED RGS RIGID GALVANIZED STEEL CONDUIT RM ROOM RTU REMOTE TELEMETRY UNIT SCR DC MOTOR DRIVE SH SHEET SM SURFACE MOUNTED SPEC SPECIFICATION SS SELECTOR SWITCH SST STAINLESS STEEL SW SWITCH SWBD SWITCHBOARD SWGR SWITCH GEAR TEL TELEPHONE TPS TWISTED PAIR SHIELDED TVSS, SPD TRANSIENT VOLTAGE SURGE SUPPRESSER TYP TYPICAL UG, UGND UNDERGROUND UH UNIT HEATER UON UNLESS OTHERWISE NOTED UTIL UTILITY V VOLTS VFD VARIABLE FREQUENCY DRIVE W WIRE, WATT WH WATT-HOUR WP WEATHERPROOF XFMR TRANSFORMER (X) EXISTING TYPICAL ABBREVIATIONS: 1 1 J ## J TV 2 T F WP 4 3 D DESCRIPTIONSYMBOL 2x4 LIGHT FIXTURE, RECESSED OR SURFACE MOUNTED 2x2 LIGHT FIXTURE, RECESSED OR SURFACE MOUNTED 4FT OR 8FT LIGHT FIXTURE, RECESSED OR SURFACE MOUNTED RECESSED LIGHT FIXTURE CEILING FAN, SEE LIGHTING FIXTURE SCHEDULE FOR TYPE TRACK WITH LIGHT KIT UNDER COUNTER LIGHT FIXTURE ELECTRICAL LEGEND 4FT OR 8FT CHANNEL LIGHT FIXTURE, SUSPENDED OR SURFACE MOUNTED DIRECT/INDIRECT FIXTURE, SUSPENDED SURFACE LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE RECESSED WALL WASH LIGHT FIXTURE EXIT SIGN, SINGLE FACE, CEILING, CHEVRON INDICATES DIRECTION. EXIT SIGN, DOUBLE FACE, CEILING MOUNTED, CHEVRON INDICATES DIRECTION. EXIT SIGN W/EMERGENCY LIGHTING UNIT, CEILING MOUNTED, CHEVRON INDICATES DIRECTION. EMERGENCY LIGHTING UNIT, 2-HEAD WITH BATTERY BACK-UP, WALL MOUNTED, "NOT SWITCHED" PHOTOCELL, REMOTE MOUNTED, 120V, 10 SECOND TIME DELAY, UL WET LOCATION, RATED FOR 1500 W @ 120 VAC AND 4000 W @ 277 VAC (FOR USE WITH LAMP SOURCE(S) SHOWN. EXIT SIGN, SINGLE FACE, WALL/END MOUNTED, CHEVRON INDICATES DIRECTION. EXIT SIGN, DOUBLE FACE, WALL/END MOUNTED, CHEVRON INDICATES DIRECTION. EXIT SIGN W/EMERGENCY LIGHTING UNIT, WALL/END MOUNTED, CHEVRON INDICATES DIRECTION. EMERGENCY LIGHTING UNIT, 2-HEAD WITH BATTERY BACK-UP, CEILING MOUNTED, "NOT SWITCHED" WEATHERPROOF SWITCH, SINGLE POLE 120/277 VAC, 20A, MOUNTED AT 46" AFF UNLESS OTHERWISE NOTED. 3-WAY SWITCH, 120/277 VAC, 20A, MOUNTED AT 46" AFF UNLESS OTHERWISE NOTED SEE ELECTRICAL DEVICES MOUNTING HEIGHT DETAIL. LOWER CASE LETTER INDICATES FIXTURE SWITCHING, WHEN INDICATED. DIMMER SWITCH, 0-10V OR LINE VOLTAGE RATING AS REQUIRED BY LIGHTING FIXTURE(S). LINE VOLTAGE RATED DIMMERS MUST BE 1500W FOR 120 VAC AND 4000W 277VAC MINIMUM. ADJUSTABLE FAN CONTROL, 120/277VAC, SINGLE POLE, 20A, MOUNTED AT 46" AFF UNLESS OTHERWISE NOTED, SEE ELECTRICAL DEVICES MOUNTING HEIGHT DETAIL. LOWER CASE LETTER INDICATES FIXTURE SWITCHING, WHEN INDICATED INDICATES BI-LEVEL SWITCHING, 1 SWITCH SWITCHES OUTSIDE LAMPS, 1 SWITCH SWITCHES INSIDE LAMPS. SEE ELECTRICAL DEVICES MOUNTING HEIGHT DETAIL. LOWER CASE LETTER INDICATES FIXTURE SWITCHING, WHEN INDICATED. SWITCH, SINGLE POLE, 120/277VAC, 20A, MOUNTED AT 46" AFF UNLESS OTHERWISE NOTED, SEE ELECTRICAL DEVICES MOUNTING HEIGHT DETAIL. LOWER CASE LETTER INDICATES FIXTURE SWITCHING, WHEN INDICATED. 4-WAY SWITCH 120/277 VAC, 20A, MOUNTED AT 46" AFF UNLESS OTHERWISE NOTED SEE ELECTRICAL DEVICES MOUNTING HEIGHT DETAIL. LOWER CASE LETTER INDICATES FIXTURE SWITCHING, WHEN INDICATED. DESCRIPTIONSYMBOL MANUAL MOTOR STARTER, ELECTRICAL CONTRACTOR SHALL COORDINATE POLES AND SIZE WITH EQUIPMENT ## = AMPERAGE RATING WHEN INDICATED ON DRAWING COMBINATION DATA/TELEPHONE OUTLET, MOUNTED 18" AFF UNLESS OTHERWISE NOTED. PROVIDE 11/4" CONDUIT TO ABOVE ACCESSIBLE GRID CEILING W/PULL STRING FOR OUTLETS LOCATED BELOW HARD (GYPBOARD) CEILINGS, ROUTE 11/4" CONDUIT TO TELEPHONE/DATA ROOM. #V = NUMBER OF VOICE CONNECTIONS / #D = NUMBER OF DATA CONNECTIONS, IF INDICATED 1V/1D COMBINATION DATA/TELEPHONE OUTLET, RECESSED CEILING MOUNTED (LAY-IN / GYPBOARD) PROVIDE 11/4" CONDUIT TO ABOVE ACCESSIBLE GRID CEILING W/PULL STRING FOR OUTLETS LOCATED BELOW HARD (GYPBOARD) CEILINGS, ROUTE 11/4" CONDUIT TO TELEPHONE/DATA ROOM. #V = NUMBER OF VOICE CONNECTIONS / #D = NUMBER OF DATA CONNECTIONS, IF INDICATED COMBINATION POWER/DATA/TELEPHONE BOX, RECESSED FLOOR MOUNTED (POKE-THROUGH SIMILAR TO HUBBELL S1PT4X4BRS ). PROVIDE BRASS COVER PLATE WITH FLUSH ACCESS COVERS FOR EACH PLUG IN CONNECTION. PROVIDE PULL STRING IN CONDUIT. SEE DETAIL #, SHEET E### 1V/1D 1V/1D 1V/1D COMBINATION POWER/DATA/TELEPHONE BOX, RECESSED FLOOR MOUNTED (CAST-IN-PLACE). PROVIDE BRASS COVER PLATE WITH FLUSH ACCESS COVERS FOR EACH PLUG IN CONNECTION. PROVIDE PULL STRING IN CONDUIT.SEE DETAIL #, SHEET E### #V = NUMBER OF VOICE CONNECTIONS / #D = NUMBER OF DATA CONNECTIONS; 1"CND UNDER SLAB TO NEAREST WALL, STUB ABOVE CEILING #G = GANG FLOOR BOX WITH TWO DUPLEX RECEPTACLES, VOICE AND DATA2G RECESSED SINGLE/DOUBLE GANG BOX WITH BLANK COVER PLATE, MOUNTED 24" AFF, UNLESS OTHERWISE NOTED RECESSED DEDICATED/PICTURE/CLOCK SINGLE OUTLET, 120VAC, 20A, MOUNTED AS INDICATED ON DRAWING. RECEPTACLE, DUPLEX, 120VAC, 20A, MOUNTED 24" AFF, UNLESS OTHERWISE NOTED. (SEE ELECTRICAL MOUNTING HEIGHT DETAIL) RECEPTACLE, DUPLEX, 120VAC, 20A, MOUNTED 6" ABOVE COUNTER TOP OR BACK SPLASH. RECEPTACLE, QUADPLEX, 120VAC, 20A MOUNTED 24"AFF UNLESS OTHERWISE NOTED (SEE ELECTRICAL MOUNTING HEIGHT DETAIL) RECEPTACLE, QUADPLEX, 120VAC, 20A, MOUNTED 6" ABOVE COUNTER TOP OR BACK SPLASH. RECEPTACLE, 250VAC, 2 POLE, 3 WIRE, WALL MOUNTED, SIZE AS INDICATED ON DRAWING RECEPTACLE, 480VAC, 2 POLE, 3 WIRE, WALL MOUNTED, SIZE AS INDICATED ON DRAWING RECEPTACLE, DUPLEX, 120VAC, 20A CEILING MOUNTED (LAY-IN / GYPBOARD / SUSPENDED) RECEPTACLE, DUPLEX, 120VAC, 20A RECESSED FLOOR MOUNTED. UPS FED RECEPTACLE, DUPLEX, 120VAC, 20A, MOUNTED 24" AFF, UNLESS OTHERWISE NOTED. (SEE ELECTRICAL MOUNTING HEIGHT DETAIL) UPS FED RECEPTACLE, QUADPLEX, 120VAC, 20A, MOUNTED 24" AFF, UNLESS OTHERWISE NOTED. (SEE ELECTRICAL MOUNTING HEIGHT DETAIL) CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR, 360° COVERAGE 2 = SECOND CONTACT TO BE PROVIDED FOR CONNECTION TO BUILDING MANAGEMENT CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR, LONG RANGE COVERAGE 2 = SECOND CONTACT TO BE PROVIDED FOR CONNECTION TO BUILDING MANAGEMENT WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR, SINGLE BUTTON ON/OFF CONTROL, 180° COVERAGE, MOUNTED AT 46" AFF UNLESS OTHERWISE NOTED. WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR, DUAL BUTTON ON/OFF CONTROL, 180° COVERAGE, MOUNTED AT 46" AFF UNLESS OTHERWISE NOTED. CABLE TRAY, LADDER TYPE SERVICE POLE, HUBBEL, LEGRAND, OR EQUAL, EXTRUDED ALUMINUM SERVICE POLE, 2-CHANNELS WITH CEILING TRIM, ANODIZED ALUMINUM, MULTI-SERVICE, TWO-CHANNEL POLE WITH (2) KNOCKOUTS, (2) 20AMP RECEPTACLES. ADJUSTABLE T-BAR ASSEMBLY FOR MOUNTING POLES IN MIDDLE OF CEILING. UL LISTED. EACH POWER POLE SHOWN ON PLAN SHALL HAVE PROVISIONS FOR(2) DATA DROPS AND (1) VOICE DROP. CABLE TRAY, CENTER HUNG TYPE DISCONNECT SWITCH, FUSED, HEAVY (GENERAL)DUTY, SIZE AS INDICATED ON DRAWINGS(SIZE AS INDICATED IN THE EQUIPMENT CONNECTION SCHEDULE) ##A = DISCONNECT SIZE / # = NUMBER OF POLES / # = NEMA RATING, /##AF = FUSE SIZE 30A/3/3R, W/ 30AF ENCLOSED BREAKER, HEAVY DUTY, SIZE AS INDICATED ON DRAWINGS ##A = BREAKER SIZE / # = NUMBER OF POLES / # = NEMA RATING, COMBINATION STARTER WITH CIRCUIT BREAKER DISCONNECT, FULL VOLTAGE, NON-REVERSING, (600V, 3P, NEMA)SIZE AS INDICATED ON DRAWINGS "Equip" #AMP HMCP (#HP) NEMA # PANELBOARD, SURFACE OR RECESSED MOUNTED AS SHOWN. SIZE, RATINGS, AND MOUNTING AS INDICATED ON PANEL SCHEDULE. CONTRACTOR IS RESPONSIBLE FOR REQUIRED CLEARANCE IN FRONT OF ELECTRICAL PANEL. SEE NEC TABLE 110.26 WORKING SPACES FOR ADDITIONAL CLEARANCE CONDITIONS. 208/120V 480/277V CONDUIT, HOME RUN TO PANEL BOARD METER ELECTRICAL MOTOR 2 HOUR RATED FIRE WALL 1 HOUR RATED FIRE WALL 3 HOUR RATED FIRE WALL HATCHING INDICATES ITEMS TO BE DEMOLISHED. REMOVE DEVICE, EQUIPMENT, FIXTURE INDICATED, CIRCUIT, AND CONDUIT BACK TO SOURCE UNLESS OTHERWISE NOTED. VARIABLE FREQUENCY DRIVE (VFD) 3 UP/STOP/DN PUSHBUTTON CONTROLLER WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR, 180° COVERAGE 2 = SECOND CONTACT TO BE PROVIDED FOR CONNECTION TO BUILDING MANAGEMENT WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR, DUAL BUTTON ON/OFF CONTROL, 180° COVERAGE, ADDITIONAL POWER SUPPLY FOR FAN OPERATION, MOUNTED AT 46" AFF UNLESS OTHERWISE NOTED. WALL MOUNTED DIGITAL TIMED SWITCH (5 MIN'S TO 12 HR'S), SINGLE BUTTON ON/OFF CONTROL, MOUNTED AT 46" AFF UNLESS OTHERWISE NOTED. JUNCTION BOX - WALL MOUNTED +##" - INDICATES MOUNTING HEIGHT OF DEVICE IN INCHES AFF (if given) JUNCTION BOX - CEILING/ABOVE CEILING MOUNTED JUNCTION BOX - FLOOR MOUNTED TRANSFORMER, SIZE AS INDICATED ON DRAWING WALL MOUNTED DOUBLE GANG BOX FOR TELEVISION MOUNTED AT 72" AFF UNLESS NOTED OTHERWISE. BOX SHALL HAVE DUPLEX RECEPTACLE AND DATA CONNECTIONS FOR TELEVISION AS DIRECTED BYOWNER/CLIENT/TENANT. BOX SHALL BE PASS & SEYMOUR TV2MW OR APPROVED EQUIVALENT. CEILING MOUNTED DOUBLE GANG BOX FOR TELEVISION RECESSED IN CEILING. BOX SHALL HAVE DUPLEX RECEPTACLE AND DATA CONNECTIONS FOR TELEVISION AS DIRECTED BYOWNER/CLIENT/TENANT. BOX SHALL BE PASS & SEYMOUR TV2MW OR APPROVED EQUIVALENT. GROUND BUS, "E" INDICATES ELECTRICAL GROUND BAR, "TG" INDICATES TELECOMMUNICATIONS GROUND BAR WAPWP WIRELESS ACCESS POINT, 1 DATA IN A DUAL GANG BOX WITH A SINGLE GANG PLASTER RING, OWNER SHALL PROVIDE SURGE PROTECTOR AND WAP DEVICE, THE ELECTRICAL CONTRACTOR SHALL INSTALL. WP - LISTED WEATHER-RESISTANT TYPE DEVICE POWER & SWITCH LEG UNSWITCHED LEG FLOOR MOUNTED DATA RACK WALL MOUNTED DATA RACKM PROJECTOR PAN, CEILING MOUNTED WALL MOUNTED CAMERA, 2 GANG JUNCTION BOX, 3/4"CND TO ACCESSABLE CEILING, WP INDICATES WEATHERPROOF, COORDINATE MOUNTING HEIGHT WITH SECUIRITY VENDOR CEILING MOUNTED CAMERA, 2 GANG JUNCTION BOX, 3/4"CND TO ACCESSABLE CEILING WP WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR, PIR TECHNOLOGY OCCUPANCY SENSOR, LOW VOLTAGE (24VDC) 19mA DRAW, WATTSTOPPER CX100-1, LONG RANGE SENSOR. INSTALL WHERE FREE OF OBSTRUCTIONS. WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR, PIR TECHNOLOGY OCCUPANCY SENSOR, LOW VOLTAGE (24VDC) 19mA DRAW, WATTSTOPPER CX100-3, TWO SIDED AISLEWAY. INSTALL WHERE FREE OF OBSTRUCTIONS. WALL MOUNTED SPEAKER CEILING MOUNTED SPEAKER DESCRIPTIONSYMBOL CABLE TRAY, BASKET TYPE WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR, DUAL BUTTON ON/OFF CONTROL WITH 0-10V DIMMING, 180° COVERAGE, MOUNTED AT 46" AFF UNLESS OTHERWISE NOTED. WATTSTOPPER DW-311 OR EQUAL. RECEPTACLE, DUPLEX, GROUND FAULT CIRCUIT INTERRUPTER TYPE, 120VAC, 20A, MOUNTED 24" AFF, UNLESS OTHERWISE NOTED. (SEE ELECTRICAL MOUNTING HEIGHT DETAIL) RECEPTACLE, DUPLEX, GROUND FAULT CIRCUIT INTERRUPTER TYPE, 120VAC, 20A, MOUNTED 6" ABOVE COUNTER TOP OR BACK SPLASH. RECEPTACLE, QUADPLEX, GROUND FAULT CIRCUIT INTERRUPTER TYPE, 120VAC, 20A MOUNTED 24"AFF UNLESS OTHERWISE NOTED (SEE ELECTRICAL MOUNTING HEIGHT DETAIL) RECEPTACLE, QUADPLEX, GROUND FAULT CIRCUIT INTERRUPTER TYPE, 120VAC, 20A, MOUNTED 6" ABOVE COUNTER TOP OR BACK SPLASH. **FOR ALL RECEPTACLE TYPES ABOVE: +XX"- INDICATES MOUNTING HEIGHT OF DEVICE IN INCHES AFF (IF GIVEN) (SEE ELECTRICAL MOUNTING HEIGHT DETAIL) WP - LISTED WEATHER-RESISTANT TYPE DEVICE WITH WEATHERPROOF IN USE COVER TR - TAMPER RESISTANT S - INDICATES THE TOP RECEPTACLE OF THE DEVICE IS CONTROLLED VIA WALL SWITCH H - DEVICE MOUNTED HORIZONTALLY U - USB IN-WALL CHARGER WALL CLNG DEMOLITION KEY NOTE SYMBOL KEY NOTE SYMBOL REVISION DELTA FB 4 GANG FLOOR BOX WITH DUPLEX RECEPTACLE AND DATA CAPABILITIES (CONFIRM WITH OWNER FOR REQUIREMENTS). PROVIDE METALLIC IN-USE COVER (HUBBELL CFB4G30CR OR EQUIVALENT). 2 HOUR RATED FIRE WALL - EXISTING 1 HOUR RATED FIRE WALL - EXISTING 3 HOUR RATED FIRE WALL - EXISTING HAND HOLE, IN GRADE, TIER RATING AS INDICATED ON DRAWING DOOR CONTACTS CARD READER, 2 GANG JUNCTION BOX, 3/4"CND TO ACCESSABLE CEILING, COORDINATE MOUNTING HEIGHT WITH SECUIRITY VENDOR ELECTRIC STRIKE MOTION DETECTOR (TYPE DENOTED) KEYPAD MAGNETIC LOCK WALL TELEPHONE OUTLET, MOUNTED 60" AFF UNLESS OTHERWISE NOTED. PROVIDE 11/4" CONDUIT TO ABOVE ACCESSIBLE GRID CEILING W/PULL STRING FOR OUTLETS LOCATED BELOW HARD (GYPBOARD) CEILINGS, ROUTE 11/4" CONDUIT TO TELEPHONE/DATA ROOM. WALL MOUNTED 120V EMERGENCY OFF PUSH BUTTON WITH RED MUSHROOM STYLE HEAD WITH MANUAL PULL REST, NORMALLY OPEN, WITH CLEAR PROTECTIVE COVER. MOUNTED AT 46" AFF UNLESS OTHERWISE NOTED. EPO 2 START/STOP PUSHBUTTON CONTROLLER 1 BUTTON CONTROLLER WALL MOUNTED PUSH PLATE MOUNTED AT 46" AFF UNLESS OTHERWISE NOTED. OVERHEAD PRIMARY CONDUCTORS OVERHEAD PRIMARY CONDUCTORS - EXISTING OVERHEAD SECONDARY CONDUCTORS OVERHEAD SECONDARY CONDUCTORS - EXISTING UNDERGROUND PRIMARY CONDUCTORS UNDERGROUND PRIMARY CONDUCTORS - EXISTING UNDERGROUND SECONDARY CONDUCTORS UNDERGROUND SECONDARY CONDUCTORS - EXISTING COPPER CLASS 1 CONDUCTOR ON ROOF CONTROL CABLE CONDUIT COPPER CLASS 1 CONDUCTOR BELOW GRADE "A" COPPER AIR TERMINAL IN BRONZE BASE ALUMINUM AIR TERMINAL IN ALUMINUM BASE 226V - STYLE THRU-ROOF CONNECTOR (TYPE T) 230V - STYLE THRU-ROOF CONNECTOR (TYPE T1) "B" ALUMINUM CLASS 1 CONDUCTOR ON ROOF LIGHTNING CONDUCTOR CABLE CONNECTOR"BM" GROUND ROD, COPPER, 3/4"DIA x 10'-0" LONG DESCRIPTIONSYMBOL **FOR ALL LIGHTING FIXTURE TYPES ABOVE: LETTER ADJACENT TO FIXTURE INDICATES FIXTURE TYPE, SEE LIGHTING FIXTURE SCHEDULE GROUNDING ELECTRODE CONDUCTOR, 10' COILED ABOVE GRADE T.S. TEACHERS STATION I.F.P. INTERACTIVE FLAT PANEL (X) OHP (X)OHP UGP (X)UGP OHS (X)OHS UGS (X)UGS G GA UGG C (X) (X) 023311 LA W . RCNLE I BB I L SES RCAO I L A SEAL N A OFON EE RNIGN R T PON R H E 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 1740 Airport Boulevard 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 E-001 ELECTRICAL SYMBOLS AND ABBREVIATIONS 2022075.00 11/22/2024 0 11/22/24 ISSUED FOR CONSTRUCTION GENERAL NOTES 1. ALL ELECTRICAL WORK SHALL BE IN FULL COMPLIANCE WITH NFPA 70 SPECIFICALLY INCLUDING ART. 500, 501, 513, THE NORTH CAROLINA STATE BUILDING CODE, ALL LOCAL CODES AND ORDINANCES AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. 2. ALL EQUIPMENT PROVIDED BY THE CONTRACTOR SHALL BE LISTED AND LABELED BY A NATIONALLY-RECOGNIZED TESTING AGENCY, ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION, FOR THE CONDITIONS OF INSTALLATION. ALL MATERIAL, EQUIPMENT AND DEVICES SHALL BE NEW CURRENT PRODUCTS OF MANUFACTURERS REGULARLY ENGAGED IN THE PRODUCTION OF SUCH PRODUCTS. EQUIPMENT SHALL BE SUITABLE FOR ITS APPLICATION (E.G. WHEN INSTALLED OUTDOORS, IT SHALL BE WEATHERPROOF, ETC.) 3. THE CONTRACTOR SHALL REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR WORK REQUIREMENTS, THE AMOUNT OF SPACE AVAILABLE FOR ELECTRICAL EQUIPMENT, AND LAYOUT HIS WORK IN A COMPATIBLE AND COMPLEMENTARY MANNER. 4. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THOROUGHLY FAMILIARIZING HIMSELF WITH ANY CONTRACTUAL REQUIREMENTS AS MAY BE SET FORTH IN THE OTHER DIVISIONS OF THE PROJECT SPECIFICATIONS. 5. UNLESS SPECIFICALLY NOTED OTHERWISE, SYSTEMS PROVIDED OR INSTALLED BY THE ELECTRICAL CONTRACTOR SHALL BE COMPLETE AND FULLY-FUNCTIONING AFTER INSTALLATION. INCIDENTAL COMPONENTS MAY NOT BE SHOWN, AND ALL WORK WHICH MAY BE REASONABLY IMPLIED AS BEING INCIDENTAL TO THIS WORK, BUT REQUIRED FOR THE PROPER OPERATION OF THE EQUIPMENT OR SYSTEM, SHALL BE PROVIDED BY THE CONTRACTOR AND INCLUDED IN THE BID. ADDITIONAL CIRCUITS SHALL BE INSTALLED WHEREVER NEEDED TO CONFORM TO THE SPECIFIC REQUIREMENTS OF EQUIPMENT. 6. TEMPORARY POWER CONNECTIONS AS REQUIRED SHALL BE PROVIDED BY THE CONTRACTOR AND INCLUDED IN THE BID. ALL TEMPORARY EQUIPMENT WIRING SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. THE CONTRACTOR SHALL PROVIDE DETAILS, METHODS, MATERIALS, ETC. FOR REVIEW PRIOR TO MAKING TEMPORARY CONNECTIONS. FURNISH AND INSTALL ALL EQUIPMENT AND MATERIALS INCLUDING CONTROL EQUIPMENT, MOTOR STARTERS, BRANCH AND FEEDER CIRCUIT BREAKERS, PANELBOARDS, TRANSFORMERS, ETC. FOR TEMPORARY POWER. COORDINATE WITH THE ELECTRICAL UTILITY COMPANY AS REQUIRED. 7. THE WORK SHALL INCLUDE COMPLETE TESTING OF ALL EQUIPMENT AND WIRING AT THE COMPLETION OF WORK AND ANY MINOR CORRECTIONS, CHANGES OR ADJUSTMENTS NECESSARY FOR THE PROPER FUNCTIONING OF THE SYSTEM AND EQUIPMENT. 8. ALL EQUIPMENT SHOWN DOTTED OR DASHED IS BY OTHERS OR IS EXISTING, AS NOTED. 9. ALL ELECTRICAL EQUIPMENT SHALL, AT ALL TIMES DURING CONSTRUCTION, BE ADEQUATELY PROTECTED AGAINST MECHANICAL INJURY, OR DAMAGE BY WATER AND/OR THE ELEMENTS. ELECTRICAL EQUIPMENT SHALL NOT BE STORED OUT OF DOORS, BUT SHALL BE STORED IN DRY PERMANENT SHELTERS. IF AN APPARATUS HAS BEEN DAMAGED, OR HAS BEEN SUBJECT TO POSSIBLE INJURY BY WATER OR THE ELEMENTS, SUCH DAMAGE SHALL BE REPLACED AT NO ADDITIONAL COST. 10. DO NOT SCALE ELECTRICAL DRAWINGS. REFER TO THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS. 11. CIRCUIT LAYOUTS ARE NOT INTENDED TO SHOW THE NUMBER OF FITTINGS, OR OTHER INSTALLATION DETAILS. UNLESS NOTED OTHERWISE, THE EXACT ROUTING OF FEEDER AND BRANCH CIRCUIT RACEWAYS AND CABLES IS THE RESPONSIBILITY OF THE CONTRACTOR. RISER AND GENERAL CIRCUIT ARRANGEMENTS ARE SHOWN SCHEMATICALLY/DIAGRAMMATICALLY ONLY. THE CONTRACTOR SHALL ROUTE CONDUITS AS REQUIRED BY THE CONDITIONS OF THE INSTALLATION. 12. UNLESS DIMENSIONED, DEVICE LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE. ADJUST EXACT LOCATIONS AS REQUIRED TO SERVE THE INTENDED PURPOSE AND TO AVOID CONFLICTS AND INTERFERENCES WITH OTHER TRADES. EXACT DEVICE LOCATIONS SHALL BE AS INDICATED ON THE ARCHITECTURAL DRAWINGS OR AS DIMENSIONED. IF NOT SHOWN ON THE ARCHITECTURAL DRAWINGS OR DIMENSIONED ON THE ELECTRICAL DRAWINGS, VERIFY EXACT LOCATION WITH THE ARCHITECT/ENGINEER PRIOR TO ROUGH-IN. 13. CONDUIT TERMINATING IN PRESSED STEEL BOXES SHALL HAVE DOUBLE LOCKNUTS AND INSULATED BUSHINGS. CONDUITS TERMINATING IN GASKETED ENCLOSURES SHALL BE TERMINATED WITH GROUNDING TYPE CONDUIT HUBS. 14. DEVICE BOXES SHOWN BACK-TO-BACK SHALL BE OFFSET A MINIMUM OF TWELVE (12) INCHES TO REDUCE SOUND TRANSMISSION BETWEEN ROOMS. 15. BRANCH CIRCUIT HOMERUNS SHOWN ON DRAWINGS INDICATE PHASE CONDUCTORS, NEUTRAL, EQUIPMENT GROUND, ISOLATED GROUND CONDUCTORS AS REQUIRED. ADDITIONAL CONDUCTORS REQUIRED FOR CONTROL SHALL BE INCLUDED EVEN IF NOT EXPLICITLY SHOWN. 16. SEAL ALL CONDUIT OPENINGS THROUGH EXTERIOR BUILDING WALLS WATERTIGHT. 17. IN WET LOCATIONS AND EXTERIOR, ALL WIRING DEVICES SHALL BE WEATHER- RESISTANT LISTED WITH WEATHERPROOF WHILE IN USE COVER. LIGHTING FIXTURES SHALL BE APPROPRIATELY RATED AND LISTED FOR THE ENVIRONMENT. 18. RACEWAYS PENETRATING FLOORS, CEILINGS OR WALLS SHALL BE PROPERLY SEALED SMOKETIGHT. 19. RACEWAYS PENETRATING RATED FLOOR, CEILING OR WALL ASSEMBLIES SHALL BE PROPERLY SEALED IN ACCORDANCE WITH THE CORRESPONDING UNDERWRITERS LABORATORIES (OR OTHER APPROVED THIRD PARTY TESTING AGENCY) APPROVED AND LISTED FIRESTOPPING MATERIALS AND MANUFACTURER APPROVED INSTALLATION TECHNIQUES COMPLYING WITH ALL APPLICABLE CODES. SEE ARCHITECTURAL DRAWINGS FOR IDENTIFICATION OF RATED WALLS AND CEILINGS. 20. ALL RACEWAYS SHALL BE CONCEALED WHERE POSSIBLE. 21. INSTALL EXPOSED RACEWAYS PARALLEL TO OR AT RIGHT ANGLES TO NEARBY SURFACES OR STRUCTURAL MEMBERS, AND FOLLOW THE SURFACE CONTOURS AS MUCH AS POSSIBLE. NO DIAGONAL RUNS WILL BE ALLOWED. ALL CONDUITS SHALL BE RUN STRAIGHT AND TRUE. RUN PARALLEL OR BANKED RACEWAYS TOGETHER ON COMMON SUPPORTS WHERE PRACTICAL. MAKE BENDS IN PARALLEL OR BANKED RUNS FROM SAME CENTERLINE TO MAKE BENDS PARALLEL. 22. USE FLUSH MOUNTING OUTLET BOXES IN FINISHED AREAS AND FOR EXTERIOR DEVICES/LIGHT FIXTURES UNLESS NOTED OTHERWISE. 23. PROVIDE AND PLACE ALL SLEEVES FOR CONDUITS PENETRATING WALLS, FLOORS, PARTITIONS, ETC. LOCATE ALL NECESSARY SLOTS FOR ELECTRICAL WORK AND FORM BEFORE CONCRETE IS POURED. 24. PATCHING OF WATERPROOFED SURFACES SHALL RENDER THE AREA OF THE PATCHING COMPLETELY WATERPROOF. 25. ALL MOTORS, DRY TYPE TRANSFORMERS AND OTHER VIBRATING EQUIPMENT SHALL BE CONNECTED TO THE CONDUIT SYSTEM BY MEANS OF A SHORT SECTION (18 INCH MINIMUM) OF FLEXIBLE CONDUIT UNLESS OTHERWISE INDICATED. AN EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED INSIDE THE FLEXIBLE CONDUIT AND TERMINATE AT THE LOAD END WITH AN APPROVED GROUNDING CLAMP OR LUG. 26. SURFACE MOUNTED PANELBOARDS, JUNCTION, OUTLET AND PULL BOXES, RACEWAYS, ETC., INSTALLED ON EXTERIOR SURFACES OR INSIDE ON EXTERIOR WALLS SHALL BE SUPPORTED BY SPACERS TO PROVIDE A 1/4" MINIMUM CLEARANCE BETWEEN THE WALL AND EQUIPMENT. 27. CEILING MOUNTED DEVICES INSTALLED IN ACOUSTICAL TILE CEILING AREAS SHALL BE SUPPORTED FROM THE STRUCTURE ABOVE WITH RODS OF SUFFICIENT SIZE TO PREVENT VERTICAL MOVEMENT OF THE OUTLET BOX. BRIDGES ALONE ARE NOT ADEQUATE UNLESS SPECIFICALLY APPROVED. CEILING MOUNTED EXIT LIGHT FIXTURES SHALL BE INSTALLED LEVEL. DO NOT SUPPORT DEVICES FROM ACCOUSTICAL CEILING TILE. 28. EXCAVATION AND TRENCHING REQUIRED FOR THE INSTALLATION OF ELECTRICAL POWER AND TELECOMMUNICATIONS RACEWAYS SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE REQUIREMENTS OF DIVISION 26 OF THE PROJECT SPECIFICATIONS. 29. PRIOR TO TRENCHING IN ANY AREA, THE CONTRACTOR SHALL CONTACT ELECTRICAL, COMMUNICATIONS/DATA/FIBER, CABLE TELEVISION, GAS AND WATER UTILITY PROVIDERS AND HAVE ALL UTILITIES IN THE AREA IDENTIFIED. DAMAGE TO ANY UNDERGROUND UTILITIES OR STRUCTURES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE PROJECT. 30. ALL UNDERGROUND RACEWAYS SHALL BE IDENTIFIED BY UNDERGROUND LINE MARKING TAPE LOCATED DIRECTLY ABOVE THE RACEWAY AT 6 TO 8 INCHES BELOW FINISHED GRADE. SEE SPECIFICATIONS SECTION 260553. 31. PROVIDE ADHESIVE BACKED RECEPTACLE AND SWITCH/DIMMER/OCCUPANCY SENSOR DEVICE PLATE LABELS IDENTIFYING THE PANEL AND CIRCUIT FEEDING THE DEVICE. LABELS SHALL INDICATE PANEL AND CIRCUIT NUMBER. SEE SPECIFICATIONS SECTION 260553 FOR REQUIREMENTS. 32. FINAL TYPED PANELBOARD DIRECTORIES INSTALLED IN THE PANELBOARD DOOR POCKET SHALL INCLUDE FINAL ACTUAL ROOM NAMES AND NUMBERS IN ADDITION TO THE GENERAL DESCRIPTION SHOWN ON THE PANEL SCHEDULES ON THE DRAWINGS. 33. ALL EQUIPMENT, MATERIALS, AND INSTALLATION TECHNIQUES USED IN AREAS DESIGNATED AS HAZARDOUS ON THE DRAWINGS, SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE ARTICLES 500, 501 AND 513. ALL EQUIPMENT AND MATERIALS USED IN HAZARDOUS AREAS SHALL BE U.L. LISTED FOR THE APPROPRIATE HAZARDOUS AREA CLASSIFICATION. OBSERVE CLASSIFIED AREAS MOUNTING HEIGHT REQUIREMENTS AND PROVIDE CONDUIT SEALING FITTINGS AS REQUIRED BY NFPA 70. 34. CONDUCTOR SIZING IS BASED ON 75 DEGREE C. COPPER NEC RATINGS, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL VERIFY, PRIOR TO INSTALLATION OF CONDUCTORS OR CONDUIT FEEDING ANY EQUIPMENT, THE ELECTRICAL EQUIPMENT IS RATED FOR USE WITH 75 DEGREE C. WIRING. IF ANY EQUIPMENT IS RATED FOR USE WITH LESS THAN 75 DEGREE C. CONDUCTORS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY FOR EVALUATION/CORRECTION. 35. DO NOT PULL CONDUCTORS UNTIL THE CONDUIT SYSTEM IS COMPLETE IN EVERY DETAIL. IN THE CASE OF CONCEALED WORK, "COMPLETE" MEANS UNTIL ALL ROUGH PLASTERING OR MASONRY HAS BEEN COMPLETED. 36. WHERE SIZE IS NOT SHOWN ON THE DRAWINGS, BRANCH CIRCUITS SHALL CONSIST OF #12 OR #10 AWG MINIMUM PHASE, NEUTRAL AND EQUIPMENT GROUND CONDUCTORS IN 1/2" MINIMUM RACEWAY. 37. USE #10 AWG CONDUCTORS FOR 20 AMPERE, 120 VOLT BRANCH CIRCUITS WITH A TOTAL INSTALLED LENGTH GREATER THAN 75 FEET AND/OR BRANCH CIRCUIT HOMERUNS LONGER THAN 50 FEET, I.E.; #12 AWG INCREASED TO #10 AWG FOR RECEPTACLE BRANCH CIRCUITS OVER 75 FEET TOTAL LENGTH (INCLUDING THE HOMERUN SEGMENT) AND HOMERUNS OVER 50 FEET. IF 277 VOLT CIRCUITS ARE SHOWN, USE #10 AWG CONDUCTORS FOR 20 AMPERE, 277 VOLT BRANCH CIRCUITS WITH TOTAL INSTALLED LENGTH GREATER THAN 200 FEET AND/OR BRANCH CIRCUIT HOMERUNS LONGER THAN 125 FEET, I.E.; #12 AWG INCREASED TO #10 AWG FOR RECEPTACLE BRANCH CIRCUITS OVER 75 FEET TOTAL LENGTH (INCLUDING THE HOMERUN SEGMENT) AND HOMERUNS OVER 50 FEET. 38. COMMON NEUTRAL BRANCH CIRCUITS ARE NOT PERMITTED. PROVIDE SEPARATE, INDIVIDUAL NEUTRAL CONDUCTORS FOR ALL BRANCH CIRCUITS. 39. KEEP CONDUCTOR SPLICES TO A MINIMUM. INSTALL SPLICES AND TAPES THAT POSSESS EQUIVALENT OR BETTER MECHANICAL STRENGTH AND INSULATION RATINGS THAN CONDUCTORS BEING SPLICED. USE SPLICE AND TAP CONNECTORS COMPATIBLE WITH CONDUCTOR MATERIAL. INSTALL CONDUCTORS AT EACH OUTLET WITH AT LEAST 6 INCHES OF SLACK. CONNECT OUTLETS AND COMPONENTS TO WIRING AND TO GROUND AS INDICATED AND INSTRUCTED BY THE MANUFACTURER. 40. DO NOT SPLICE BRANCH CIRCUIT HOMERUNS WITHOUT THE PERMISSION OF THE ARCHITECT/ENGINEER. HOMERUNS SHALL BE CONTINUOUS FROM THE LAST OUTLET BOX TO THE SERVING PANELBOARD. 41. DO NOT COMBINE BRANCH CIRCUIT HOMERUNS UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS. 42. DO NOT CHANGE CIRCUITING SHOWN WITHOUT PERMISSION OF THE ARCHITECT/ENGINEER. 43. TROUGH TAPS SHALL BE AT SWITCH AMPACITY, UNLESS NOTED OTHERWISE. 44. INSTALL WIRING DEVICES AT HEIGHTS AS SHOWN ON THE DRAWINGS. ALSO COORDINATE MOUNTING HEIGHTS WITH THE ARCHITECTURAL DRAWINGS AND CASEWORK DETAILS. IF CONFLICTING, ARCHITECTURAL DRAWINGS AND DETAILS SHALL GOVERN. 45. PROVIDE GROUND FAULT CIRCUIT-INTERRUPTER PROTECTION FOR PERSONNEL IN ACCORDANCE WITH THE NEC INCLUDING ALL ELECTRIC WATER COOLERS, EXTERIOR RECEPTACLES AND RECEPTACLES IN AREAS SUBJECT TO POSSIBLE WET CONDITIONS. ALL RECEPTACLES INSTALLED WITHIN 6 FEET OF A SINK SHALL BE GFI PROTECTED. ALL RECEPTACLES IN NON-RESIDENTIAL KITCHENS SHALL BE GFI PROTECTED. 46. IN AREAS IN WHICH DUAL LEVEL SWITCHING IS INDICATED (TYPICALLY BY 2 OR MORE ADJACENT, GANGED SWITCHES), PROVIDE THE APPROPRIATE NUMBER OF CONDUCTORS TO FACILITATE THIS FUNCTION (AS TYPICALLY SHOWN). 47. CONNECT BATTERY PACK TYPE EMERGENCY AND EXIT LIGHTING TO THE UNSWITCHED LIGHTING CIRCUIT SERVING THE SPACE LIGHTED BY THE EMERGENCY AND EXIT FIXTURES. THESE CONNECTIONS ARE INTENTIONALLY NOT SHOWN TO MAINTAIN DRAWING FOR CLARITY. 48. COORDINATE LIGHTING FIXTURE LOCATIONS WITH THE ARCHITECTURAL REFLECTED CEILING PLAN. IF CONFLICTS ARE NOTED, REQUEST CLARIFICATION FROM THE ARCHITECT/ENGINEER BEFORE PROCEDING. 49. ADJACENT SWITCHES SHALL BE GANGED. INSTALL BARRIERS BETWEEN UNLIKE VOLTAGE SECTIONS. 50. SEPARATE NEUTRALS ARE REQUIRED FOR ALL DIMMED LIGHTING CIRCUITS. 51. WHERE THE DRAWINGS INDICATE A LIGHTING FIXTURE IS TO BE PROVIDED WITH SPECIAL FEATURES/SWITCHING (DIMMING, EMERGENCY BATTERY BALLAST, MULTI- LEVEL, ETC), THE CONTRACTOR SHALL PROVIDE THESE FIXTURES WITH THE APPROPRIATE BALLASTING TO ACCOMMODATE THE SPECIAL FEATURE. THE CONTRACTOR SHALL PROVIDE THE FIXTURES AS INDICATED IN THE LIGHTING FIXTURE SCHEDULE WITH MODIFICATIONS AS REQUIRED BY DRAWING NOTES. 52. COORDINATE LOCATIONS OF PLUMBING, MECHANICAL, DATA AND TELEPHONE AND AUDIO/VISUAL EQUIPMENT AND OF OWNER-PROVIDED EQUIPMENT WITH THE RESPECTIVE CONTRACTORS AND VENDORS AND THE OWNER BEFORE ROUGH-IN. ADJUST LIGHTING FIXTURES, RECEPTACLES AND ELECTRICAL EQUIPMENT TO ACCOMMODATE THIS EQUIPMENT. ADVISE THE ARCHITECT/ENGINEER OF CONFLICTS BEFORE ROUGH-IN. 53. BEFORE COMMENCING WORK OR ORDERING MATERIALS, THE CONTRACTOR SHALL COORDINATE WITH OTHER TRADES AND VERIFY THE NAMEPLATE RATINGS OF ALL EQUIPMENT (MOTORS, HEATERS, COMPRESSORS, ETC.) AND ADJUST THE RATINGS OF THE ELECTRICAL EQUIPMENT (SWITCHES, FUSES, CIRCUIT BREAKERS, FEEDERS, ETC.) AS APPROPRIATE TO SERVE THIS EQUIPMENT. 54. ENERGIZE EQUIPMENT ONLY AFTER OBTAINING PERMISSION FROM THE CONTRACTOR PROVIDING THE EQUIPMENT. 55. UNLESS SPECIFICALLY NOTED OTHERWISE, THE ELECTRICAL CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO ALL UTILIZATION EQUIPMENT SHOWN ON THE DRAWINGS. VERIFY THE TYPE OF FINAL CONNECTION AND PROVIDE APPROPRIATE WIRING METHOD. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL, PLUMBING AND GENERAL CONTRACTORS, PRIOR TO ORDERING OR INSTALLATION OF ANY EQUIPMENT, TO VERIFY MECHANICAL AND PLUMBING EQUIPMENT REQUIREMENTS ARE PROVIDED IN THE ELECTRICAL DESIGN. THE CONTRACTOR WILL NOT BE COMPENSATED FOR COSTS ASSOCIATED WITH CHANGING THE ELECTRICAL SYSTEMS TO MATCH UTILIZATION EQUIPMENT, EVEN IF THE ELECTRICAL WORK IS INSTALLED PER THE ELECTRICAL DRAWINGS. 56. THE MECHANICAL AND PLUMBING CONTRACTORS SHALL FURNISH ALL STARTERS AND CONTROLS FOR THEIR EQUIPMENT. THE ELECTRICAL CONTRACTOR SHALL MOUNT STARTERS FURNISHED BY THE MECHANICAL AND PLUMBING CONTRACTORS, THE ELECTRICAL CONTRACTOR PROVIDE ALL SAFETY SWITCHES, WIRING AND CONNECTIONS TO LINE SIDE AND LOAD SIDE OF STARTERS AND SAFETY SWITCHES COMPLETE TO MECHANICAL EQUIPMENT. FOR RESISTANCE TYPE LOADS WHERE STARTERS OR CONTACTORS ARE NOT REQUIRED, THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL POWER WIRING AND CONNECTIONS COMPLETE TO EQUIPMENT. THE MECHANICAL AND PLUMBING CONTRACTORS SHALL PROVIDE ALL CONTROL WIRING AND CONNECTIONS AND DEVICES FOR THEIR EQUIPMENT. 57. THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL EQUIPMENT TERMINATIONS, PLUGS AND CORDSETS WITH VENDOR EQUIPMENT AND VERIFY ALL DEVICE LOCATIONS FOR SPECIALITY EQUIPMENT WITH CASEWORK PRIOR TO ROUGH-IN. 58. THE LAYOUT AND PLACEMENT OF ELECTRICAL DISTRIBUTION EQUIPMENT IN ELECTRICAL AND MECHANICAL EQUIPMENT ROOMS IS BASED ON PUBLISHED EQUIPMENT SIZES AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE. DEVIATIONS FROM CONFIGURATIONS SHOWN IS THE RESPONSIBILITY OF THE CONTRACTOR. PROVIDE NATIONAL ELECTRIC CODE REQUIRED CLEARANCES FOR ALL ELECTRICAL EQUIPMENT, PANELBOARDS, TRANSFORMERS, SAFETY SWITCHES, SWITCHBOARDS, ETC. COORDINATE RESOLUTION OF CONFLICTS WITH OTHER TRADES. ADVISE THE ARCHITECT/ENGINEER OF CONFLICTS BEFORE ROUGH-IN. 59. LAYOUT AND PLACEMENT OF ELECTRICAL DISTRIBUTION EQUIPMENT IN ELECTRICAL AND MECHANICAL EQUIPMENT ROOMS IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR, IF ARRANGEMENT DIFERS FROM THAT SHOWN ON THE DRAWINGS. PROVIDE NATIONAL ELECTRICAL CODE REQUIRED CLEARANCES FOR ALL ELECTRICAL EQUIPMENT, PANELBOARDS, TRANSFORMERS, SAFETY SWITCHES, SWITCHBOARDS, ETC. COORDINATE RESOLUTION OF CONFLICTS WITH OTHER TRADES. 60. COORDINATION WITH THE UTILITY COMPANY FOR PLACEMENT OF THE UTILITY’S FACILITIES AND THE CONTRACTOR’S SERVICE ENTRANCE RACEWAYS AND CONNECTIONS TO THE CONTRACTOR’S SERVICE ENTRANCE CONDUCTORS IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 61. TELECOMMUNICATIONS AND DATA CABLES WILL BE PROVIDED AND INSTALLED BY THE CONTRACTOR OWNER. LEAVE PULL WIRES OR ROPES OF ADEQUATE TENSILE STRENGTH IN ALL EMPTY CONDUITS. 62. PROVIDE, FIBER AND DATA SERVICE ENTRANCE CONDUIT IN SIZES AND LOCATIONS AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY THE OWNER AND THE SERVICE UTILITIES. UTILITY SERVICE ENTRANCE CABLES WILL BE PROVIDED AND INSTALLED BY THE OWNER'S SERVICE UTILITIES. LEAVE PULL WIRES OR ROPES OF ADEQUATE TENSILE STRENGTH IN ALL EMPTY CONDUITS. 63. EXACT SPACING OF SMOKE DETECTORS SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE WITH POSITIONS SHOWN ON THE DRAWINGS. DETECTOR SPACING IS BASED UPON NFPA 72 INCLUDING APPENDIX A. SLIGHT ADJUSTMENTS MAY BE MADE IN SPACING IF REQUIRED BY FIELD CONDITIONS, BUT SPACING SHALL NOT EXCEED ADA, NFPA AND EQUIPMENT MANUFACTURERS SPACING CRITERIA. DO NOT INSTALL SMOKE DETECTORS WITHIN 3 FEET OF SUPPLY AIR DIFFUSERS OR RETURN GRILLES. PROVIDE FLEX CONDUIT CONNECTION TO SMOKE AND HEAT DETECTORS OF ADEQUATE LENGTH TO ALLOW HORIZONTAL ADJUSTMENT OF FOUR FEET FROM POSITION INDICATED ON DRAWINGS. 64. SHOP DRAWINGS MUST BE SUBMITTED BY THE FIRE ALARM CONTRACTOR COMPLYING WITH THE FIRE ALARM PLAN REVIEW REQUIREMENTS POLICY - JANUARY 2006 BEFORE PERMITTING BY THE WILMINGTON FIRE DEPARTMENT. THESE DRAWINGS DO NOT CONSTITUTE APPROVAL AND MAY CHANGE AFTER A FULL REVIEW BY THE WILMINGTON FIRE DEPARTMENT. A SEPARATE PERMIT MUST BE OBTAINED PRIOR TO INSTALLATION. 65. INSTALLATION INFORMATION PACKED WITH LIGHTING FIXTURES, DEVICES AND EQUIPMENT SHALL BE RETAINED FOR INCLUSION IN THE OPERATIONS AND MAINTENANCE MANUALS. 66. SAFETY: COMPLY WITH OSHA AND NEC ARC FLASH PROTECTION REQUIREMENTS. 67. ALL SWITCHES, RECEPTACLE AND LIGHTS SHALL COMPLY WITH ANSI 117.2 FOR ADA REQUIREMENTS. 023311 LA W . RCNLE I BB I L SES RCAO I L A SEAL N A OFON EE RNIGN R T PON R H E 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 1740 Airport Boulevard 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 E-002 GENERAL NOTES 2022075.00 11/22/2024 0 11/22/24 ISSUED FOR CONSTRUCTION MB ASPHALT PARKING LOT FLIGHTLINE ROAD CO WV WV FO WV WV WV T D D D D D D D D 2EP1-35 PIV PLAN NORTH TRUE NORTH NN 023311 LA W . RCNLE I BB I L SES RCAO I L A SEAL N A OFON EE RNIGN R T PON R H E 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 1740 Airport Boulevard 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 E-100 ELECTRICAL SITE PLAN 2022075.00 11/22/2024 3/32" = 1'-0"1 ELECTRICAL SITE PLAN GENERAL NOTES 1 ELECTRICAL CONTRACTOR MUST COORDINATE ALL INDERGROUND UTILITIES PRIOR TO TRENCHING FOR UNDERGROUND ELECTRICAL AND LOW VOLTAGE CONDUITS. 1 EXISTING UTILITY POLE (480V) 480V UNDERGROUND ELECTRICAL PROVIDED BY UTLILTY 480V ABOVE GROUND JUNCTION BOX PROVIDED BY UTLITY CT CABINET AND METER, SEE RISER DIAGRAM ON E-601 HOT BOX POWER D.S. 30A/1/3R, W/ 20AF PANEL 2EP2 PANEL 2EP1 PANEL 4EP1 FACP PROVIDE (2) 2"CND'S UNDERGROUND TO PROPERTY LINE, COORDINATE FINAL LOCATION WITH TELECOM UTILITY BFP TAMPER SW AND PIV SCALE : 3/32" = 1'-0" 0'10'10'5' TELECOM CABINET 0 11/22/24 ISSUED FOR CONSTRUCTION CR CR CR CR CR PLAN NORTH TRUE NORTH NN 1 6 3 4 5 2 1.1 5.9 GF.9ABB.1 DC E F HANGAR 100 ENTRY/ LOBBY 101 CONFERENCE 106 PARTS STORAGE 116 ELEC/ IT 114 OPEN OFFICE 103 RISER 115 OFFICE 105 CORR 110 RESTROOM 107 RESTROOM 108 JAN 109 BREAK 111 CLOSET 112 CORR 102 HYDRAULIC DOOR #2 D.S. 60A/3/1, W/ 60AF HYDRAULIC DOOR #1 D.S. 60A/3/1, W/ 60AF 4EP1 T-2EP1 2EP1 EP401 1 EP401 2 WP WP WP WP WP HYD POWER UNIT (480V, 125A PIN & SLEEVE) AC PCU (480V, 100A PIN & SLEEVE) TUG CHARGER D.S. (480V, 100A PIN & SLEEVE) PORTABLE AC UNIT (208V, 60A PIN & SLEEVE) AC PCU (480V, 100A PIN & SLEEVE) PORTABLE AC UNIT (208V, 100A PIN & SLEEVE) AC PCU (480V, 100A PIN & SLEEVE) PORTABLE AC UNIT (60A PIN & SLEEVE) AC PCU (100A PIN & SLEEVE) 2EP2-1 2EP2 REFRIGERATED CABINET AGR 1002 ICE MAKER 8985 2EP2-8 2EP2-10 2EP2-3 WP 2EP1-23 2EP2-5 2EP2-12 4EP1-2,4,6 2EP2-7,9 3#4 & 1#8GND- 1"CND 2#6 & 1#8GND- 3/4"CND 4EP1-13,15,17 3#6 & 1#8GND- 1"CND 4EP1-8,10,12 3#6 & 1#8GND- 1"CND 2#6 & 1#8GND- 3/4"CND 2EP2-14,16 3#4 & 1#8GND- 1"CND 4EP1-19,21,23 2EP2-17,19 2#6 & 1#8GND- 3/4"CND 4EP1-14,16,18 3#4 & 1#8GND- 1"CND 4EP1-25,27,29 3#3 & 1#8GND- 1 1/4"CND 4EP1-20,22,24 4EP1-31,33,35 FIRST RESPONDERS CABINET 3#4 & 1#8GND- 1"CND 3#1 & 1#6GND- 1 1/4"CND FACP AC-01 D.S. 100A/3/1, W/ 70AF 2EP1-8,10,12 3#4 & 1#10GND- 1"CND CT CABINET METER SPDSPD HYD POWER UNIT D.S. 200A/3/3R, W/ 125AF HINGED TELECOM CABINET TELECOM BACKBOARD WAP CAM-1CAM-2 CAM-3 CAM-4 CAM-5 CAM-6 CAM-7 023311 LA W . RCNLE I BB I L SES RCAO I L A SEAL N A OFON EE RNIGN R T PON R H E 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 1740 Airport Boulevard 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 EP101 ELECTRICAL FLOOR PLAN - POWER 2022075.00 11/22/2024 1 1/8" = 1'-0"1 FLOOR PLAN - POWER KEYNOTES 1 HYDRAULIC DOOR: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE LATEST DRAWINGS FOR PURCHASED EQUIPMENT FROM THE HYDRAULIC DOOR PROVIDER. THE ELECTRICAL CONTRACTOR MUST COORDINATE ALL EQUIPMENT VOLTAGES, RECOMMENDED BREAKER RATINGS, MANUFACTURERS RECOMMENDED FUSE SIZES, DOOR CONTROLS, CONDUIT, CABLE AND CONDUCTOR INSTALLATION REQUIREMENTS FOR THIS PROJECT. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL EQUIPMENT REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM. NOTIFY THE ARCHITECT / ENGINEER IF PURCHASED EQUIPMENT DIFFERS FROM THE INFORMATION PROVIDED IN THIS DESIGN. 2 CONTRACTOR MUST COORDINATE ALL RECEPTACLE CONFIGURATIONS FOR AIRCRAFT SUPPORT EQUIPMENT WITH OWNER BEFORE ROUGH-IN AND PROCUREMENT OF DEVICES. CONTRACTOR MUST CONTACT ENGINEER FOR DIRECTION IF EQUIPMENT PURCHASED DOES NOT HAVE SAME ELECTRICAL CHARACTERISTICS AS DESIGNED. 0 11/22/24 ISSUED FOR CONSTRUCTION 0'8'4'8' SCALE : 1/8" = 1'-0" # 1 1. ALL RECEPTACLE OUTLETS LOCATED IN THE BAY AND OFFICE AREAS MUST BE MOUNTED AT 24" ABOVE FINISHED FLOOR TO THE BOTTOM OF THE OUTLET. RECEPTACLE NOTE 2 2 2 2 2 2 2 2 2 M M M M M M M M M M 1 6 3 4 5 2 1.1 5.9 GF.9ABB.1 DC E F GWH1 HP01 AH01 RH01 RH02 RH03 RH04 F01 F02 SF01 SF02 EF01 EF02 EUH01 DAH01 DHP01 HANGAR 100 ENTRY/ LOBBY 101 CONFERENCE 106 PARTS STORAGE 116 ELEC/ IT 114 OPEN OFFICE 103 RISER 115 OFFICE 105 CORR 110RESTROOM 107 RESTROOM 108 JAN 109 BREAK 111 CLOSET 112 CORR 102 2EP1 2EP24EP1 FACP 2EP1-31,33 HP01 D.S. 60/2/3R, W/ 60AF 2#6 & 1#10GND- 3/4"CND 2#12 & 1#12GND- 3/4"CND GWH1 D.S. 30/1/3R, W/ 15AF 2EP1-29 AH01 D.S. 60/3/1, W/ 50AF (ABOVE CEILING AT UNIT) 2#6 & 1#10GND- 3/4"CND 2EP2-20 2EP1-34,36,38 2EP1-40,42 DHP01 D.S. 60/2/1, W/ 35AF 2#8 & 1#10GND- 3/4"CND 2EP2-22 2#12 & 1#12GND- 3/4"CND ELECTRICAL CONTRACTOR MUST PROVIDE CONDUIT AND CONDUCTORS AS REQUIRED TO THE INDOOR UNIT PER MANUFACTURERS REQUIREMENTS 2EP2-13 2#12 & 1#12GND- 3/4"CND 2EP2-26 2EP2-30 SF01 D.S. SF02 D.S. EF01 D.S.EF02 D.S. 2EP2-15 RH02 D.S.RH04 D.S. RH01 D.S.RH03 D.S. F01 CONTROL SWITCH, PROVIDED BY MECHANICAL INSTALLED BY ELECTRICAL CONTRACTOR 2EP2-23,25,27 F02 CONTROL SWITCH, PROVIDED BY MECHANICAL INSTALLED BY ELECTRICAL CONTRACTOR 2EP2-29,31,33 3#12 & 1#12GND- 3/4"CND 3#12 & 1#12GND- 3/4"CND 2#12 & 1#12GND- 3/4"CND 2#12 & 1#12GND- 3/4"CND (ENTIRE CIRCUIT) 2#12 & 1#12GND- 3/4"CND 2#12 & 1#12GND- 3/4"CND PLAN NORTH TRUE NORTH NN 023311 LA W . RCNLE I BB I L SES RCAO I L A SEAL N A OFON EE RNIGN R T PON R H E 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 1740 Airport Boulevard 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 EP102 ELECTRICAL FLOOR PLAN - HVAC POWER 2022075.00 11/22/2024 1/8" = 1'-0"1 FLOOR PLAN - HVAC POWER 0 11/22/24 ISSUED FOR CONSTRUCTION 0'8'4'8' SCALE : 1/8" = 1'-0" 1 6 3 4 5 2 1.1 5.9 GF.9A BB.1 DC E F CR CR CR CR CR 1 6 3 4 5 2 1.1 5.9 GF.9ABB.1 DC E F #4/0 BARE COPPER CONDUCTOR 36" BELOW GRADE MIN. (TYPICAL) AIRCRAFT STATIC GROUNDING RECEPTACLE (TYPICAL) #4/0 BARE COPPER CONDUCTOR 36" BELOW GRADE MIN. (TYPICAL) EXOTHERMIC CABLE TO CABLE CONNECTOR (TYPICAL) UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG U G G UGG UGG UGG UGGUGGUGGUGGUG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UG G UGG UGG UGG UGG UGG UGG UGG UGG UGGUGGUGGUGGUGGUGGUGG UGG UGG UGG UGG UGG UGG UGG UGG UGGUGGUGGUGGUGGUGGUGG UGG UGG UGG UGG UGG UGG UGG UGG UGGUGGUGGUGGUGGUGGUGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGGUGGUGGUGGUGGUGGUGG U G GUGG5-0" (TYPICAL) 5' - 0 " ( T Y P I C A L ) E-502 6 TW TW E-502 8 E-502 6 EXOTHERMIC CABLE TO STRUCTURAL STEEL CONNECTION (TYPICAL) UG G UG G UG G E-502 10 PLAN NORTH TRUE NORTH NN 023311 LA W . RCNLE I BB I L SES RCAO I L A SEAL N A OFON EE RNIGN R T PON R H E 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 1740 Airport Boulevard 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 EP103 ELECTRICAL FLOOR PLAN - GROUNDING 2022075.00 11/22/2024 1/8" = 1'-0"1 FLOOR PLAN - GROUNDING 0 11/22/24 ISSUED FOR CONSTRUCTION 0'8'4'8' SCALE : 1/8" = 1'-0" 1 6 3 4 5 2 1.1 5.9 GF.9A BB.1 DC E F CR CR CR CR CR LOWER ROOF STANDING SEAM METAL ROOF SYSTEM A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G DOWN LEADER WITH #4/0 BARE COPPER CONDUCTOR TO GROUND LOOP 36" BELOW GRADE MIN. (TYPICAL) DOWN LEADER WITH #4/0 BARE COPPER CONDUCTOR TO GROUND LOOP 36" BELOW GRADE MIN. (TYPICAL) DOWN LEADER WITH #4/0 BARE COPPER CONDUCTOR TO GROUND LOOP 36" BELOW GRADE MIN. (TYPICAL) DOWN LEADER WITH #4/0 BARE COPPER CONDUCTOR TO GROUND LOOP 36" BELOW GRADE MIN. (TYPICAL) E-502 5 (TYP.) E-502 9(TYP.) PLAN NORTH TRUE NORTH NN 023311 LA W . RCNLE I BB I L SES RCAO I L A SEAL N A OFON EE RNIGN R T PON R H E 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 1740 Airport Boulevard 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 EP104 ELECTRICAL FLOOR PLAN - LIGHTNING PROTECTION 2022075.00 11/22/2024 1/8" = 1'-0"1 FLOOR PLAN - LIGHTNING PROTECTION 0 11/22/24 ISSUED FOR CONSTRUCTION 0'8'4'8' SCALE : 1/8" = 1'-0" 1. LIGHTNING PROJECTION SYSTEM MUST BE INSTALLED IN ACCORDANCE WITH NFP780. 2. COMPLETED SYSTEM MUST HAVE A UL MASTER LABEL. 3. IF DOWN CONDUCTORS ARE INSTALLED ON EXTERIOR OF BUILDING THEY MUST BE PROTECTED IN CONDUIT AND THE CONDUIT PAINTED TO MATCH BUILDING EXTERIOR AS CLOSELY AS POSSIBLE. LIGHTNING PROTECTION NOTES 1 6 3 4 5 2 1.1 5.9 GF.9ABB.1 DC E F SEE NOTE 2 ABOVE SEE NOTE 3 ABOVE SEE NOTE 4 ABOVE SEE NOTE 4 ABOVE SEE NOTE 2 ABOVE SEE NOTE 3 ABOVE PLAN NORTH TRUE NORTH NN 023311 LA W . RCNLE I BB I L SES RCAO I L A SEAL N A OFON EE RNIGN R T PON R H E 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 1740 Airport Boulevard 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 EP105 ELECTRICAL FLOOR PLAN - HAZARDOUS LOCATION BOUNDRIES 2022075.00 11/22/2024 1/8" = 1'-0"1 FLOOR PLAN - HAZARDOUS LOCATION BOUNDRIES 0 11/22/24 ISSUED FOR CONSTRUCTION 0'8'4'8' SCALE : 1/8" = 1'-0" FLOOR PLAN SHEET NOTES 1. ALL WIRING MATERIALS AND METHODS SHALL BE IN COMPLIANCE WITH NEC ARTICLE 513, AIRCRAFT HANGERS. 2. ALL AREAS ABOVE GRADE WITHIN THIS BOUNDARY IS CLASS 1, DIVISION 2. THIS BOUNDARY EXTENDS VERTICALLY 5 FEET ABOVE HIGHEST ENGINE OR WING. 3. ALL AREAS ABOVE GRADE WITHIN THIS BOUNDARY IS CLASS 1, DIVISION 2 TO A HEIGHT OF 18". 4. ALL AREAS BELOW GRADE IS CLASS 1, DIVISION 1. 5. THE OFFICE AND PARTS STORAGE AREAS ARE DESIGNED TO BE VENTILATED AT MORE THAN FOUR AIR CHANGES PER HOUR AND ARE DESIGNED TO BE UNDER POSITVE PRESSURE. BASED ON THIS, THE HAZARDOUS AREA DOES NOT EXTEND INTO THE OFFICE AND PARTS STORAGE AREAS. 48" 48" 78"44"44" 44" 44"44" 40" 60" 60" 60" 60" 40" 60" J PLAN NORTH TRUE NORTH NN 1 2 1.1 A BB.1 PARTS STORAGE 116 ELEC/ IT 114 RISER 115 CORR 110 RESTROOM 108 JAN 109 BREAK 111 CLOSET 112 2EP14EP1 T-2EP1 PLYWOOD TELEPHONE BACKBOARD REFRIG DISHCOFFEE MICRO 2EP1-1 2EP1-3 2EP1-5 2EP1-7 2EP1-9 2EP1-13 2EP1-15 2EP1-17 2EP1-19 2EP1-11 2EP1-14 2EP2 FIRST RESPONDERS CABINET (ABOVE) BATTERY CABINET (BELOW) 2EP1-25 2EP1-27 FACP 2EP1-32 SPD SPD SPD CT CABINET E-602 4 CONTINUED ON PLAN 2 THIS SHEETS HINGED TELECOM CABINETMETER 6 3 4 5 5.9 A BB.1 ENTRY/ LOBBY 101 CONFERENCE 106 OPEN OFFICE 103 OFFICE 105 CORR 110 RESTROOM 107 RESTROOM 108 JAN 109 CLOSET 112 CORR 102 FB 2EP1-16 2EP1-18 2EP1-20 2EP1-24 2EP1-22 2EP1-26 2EP1-28 2EP1-30 2EP1-21 E-502 11 WAP WAP E-502 12 E-502 12 WAP WAP 2EP1-37 SIGN, COORDINATE EXACT LOCATION OF SIGN WITH OWNER PRIOR TO ROUGH-IN AND INSTALLATION 023311 LA W . RCNLE I BB I L SES RCAO I L A SEAL N A OFON EE RNIGN R T PON R H E 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 1740 Airport Boulevard 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 EP401 ELECTRICAL ENLARGED PLANS -POWER 2022075.00 11/22/2024 1/4" = 1'-0"1 ENLARGED FLOOR PLAN - POWER 1 1/4" = 1'-0"2 ENLARGED FLOOR PLAN - POWER 2 CONTINUED ON PLAN 1 THIS SHEET SCALE : 3/32" = 1'-0" 0'10'10'5' 0 11/22/24 ISSUED FOR CONSTRUCTION OD O OS OS OS OS OD OF OS OF O D OD OD DD OD 3 3 ODOD D D PE PE T D D OF OS OS PE 1 6 3 4 5 2 1.1 5.9 GF.9ABB.1 DC E F HANGAR 100 ENTRY/ LOBBY 101 CONFERENCE 106 PARTS STORAGE 116 ELEC/ IT 114 OPEN OFFICE 103 RISER 115 OFFICE 105 CORR 110 RESTROOM 107 RESTROOM 108 JAN 109 BREAK 111 CLOSET 112 CORR 102 A BB B C CE C C C C C C C C B B B BB B B B B B A A A A A A A A A A A AA A A A A B A A A D D D D D D D H H H H H H H H H H H H H H H H B B EF04 EF03 2EP14EP1 2EP2 FACP 4EP1-26 4EP1-28 2EP2-32 F 2EP2-34 K K K K K 4EP1-37 4EP1-32 L L L L L L L L L L L L MOUNT PHOTOCELL #1 AS HIGH ON WALL AND BELOW EAVE AS POSSIBLE VIA PE #1 4EP1-30 MOUNT PHOTOCELL #2 AS HIGH ON WALL AND BELOW EAVE AS POSSIBLE VIA PE #2 X1 X2G X3 X3 X3 X3 E E E E E MOUNT FIXTURE ABOVE FIRE DOOR (~11'-0"AFF) E E E E E E E E E E E E E E E E E E J J J J J J J J J M MM M P P EF05 D TYPE D FIXTURE AND SWITCH MOUNTED IN ATTIC TYPE P FIXTURE MOUNTED ON ROOF, SEE ARCHITECTURAL PLAN/DETAILS FOR MOUNTING TYPE P FIXTURE MOUNTED ON ROOF, SEE ARCHITECTURAL PLAN/DETAILS FOR MOUNTING E D X1 X1 MOUNT PHOTOCELL #3 AS HIGH ON WALL AND BELOW CANOPY AS POSSIBLE VIA PE #3 PLAN NORTH TRUE NORTH NN 023311 LA W . RCNLE I BB I L SES RCAO I L A SEAL N A OFON EE RNIGN R T PON R H E 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 1740 Airport Boulevard 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 EL101 ELECTRICAL FLOOR PLAN - LIGHTING 2022075.00 11/22/2024 1/8" = 1'-0"1 FLOOR PLAN - LIGHTING 0'8'4'8' SCALE : 1/8" = 1'-0" 0 11/22/24 ISSUED FOR CONSTRUCTION SUSPENDED CEILING WALL DEDICATED SPACE CONTINUES THROUGH SUSPENDED CEILING PER N.E.C. ARTICLE 110-26 EXCLUSIVELY DEDICATED SPACE OF 6 FEET. ANY FOREIGN SYSTEMS TO THE ELECTRICAL EQUIPMENT SHALL NOT RUN WITHIN THE 6 FEET ABOVE THE ELECTRICAL EQUIPMENT LIGHT FIXTURE STRUCTURAL CEILING ELECTRICAL EQUIPMENT ELECTRICAL DEDICATED SPACE NOTE: THIS FIGURE ILLUSTRATES THE ADDITIONAL EXCLUSIVELY DEDICATED SPACE REQUIRED OVER AND UNDER THE ELECTRICAL EQUIPMENT FOR THE CABLES, RACEWAYS, ETC...TO AND FROM THE ELECTRICAL EQUIPMENT REQUIRED BY SECTION 110-26 OF THE NATIONAL ELECTRICAL CODE. "EQUIPMENT NAME" SOURCE: PANEL "###" SOURCE LOCATION "###" RATING: ### AMPS VOLTAGE: ### / ###V, #Ø, #W MACHINE SCREW WITH ACORN NUT AND LOCKWASHER, TYP. VOLTAGE & PHASE DESIGNATION 1/4" WHITE ENGRAVED LETTERS EQUIPMENT DESIGNATION 3/8" WHITE ENGRAVED LETTERS SOURCE DESIGNATION 1/4" WHITE ENGRAVED LETTERS RATING DESIGNATION 1/4" WHITE ENGRAVED LETTERS NOTE: SEE SPECS. SECTION 260553 FOR NAMEPLATE MATERIAL AND ENGRAVING COLORS. 2 3 / 4 " LENGTH AS REQUIRED SOURCE LOCATION DESIGNATION 1/4" WHITE ENGRAVED LETTERS PANEL: NAME SOURCE: PANEL "###" RATING: ### AMPS VOLTAGE:208/120V, 3Ø, 4W MAXIMUM FAULT CURRENT XX,XXX A RMS BASED ON DATA FROM UTILITY CO., MM-DD-2022 PANEL DESIGNATION 3/8" WHITE ENGRAVED LETTERS SOURCE DESIGNATION RATING DESIGNATION VOLTAGE & PHASE DESIGNATION NOTE: SEE SPECS. SECTION 260553 FOR NAMEPLATE MATERIAL AND ENGRAVING COLORS. MACHINE SCREW WITH ACORN NUT AND LOCKWASHER, TYP. 3 1 / 2 " M I N . O R HE I G H T A S RE Q U I R E D PROVIDE ACTUAL VALUE AND DATE WHEN AVAILABLE FROM THE UTILITY COMPANY **ALL LETTERS MUST BE 1/4" WHITE ENGRAVED UNLESS NOTED OTHERWISE** WARNING Arc Flash and Shock Hazard Appropriate PPE required 1 7 / 8 " M I N I M U M 4 1/2" MINIMUM BLACK LETTERS AND SYMBOL ON SAFETY ORANGE BACKGROUND LETTER COLORS, SEE SPECIFICATIONSNOTES: 1. LABEL SHOWN CAN BE SOURCED FROM SAFETYSIGN.COM, OTHER SUPPLIERS ARE COMPLIANTSIGNS.COM & SETON.COM 2. THIS WARNING LABEL MINIMALLY COMPLIES WITH NEC, HOWEVER IF ELECTRICAL EQUIPMENT IS LIKELY TO REQUIRE EXAMINATION OR MAINTENANCE WHILE ENERGIZED A DETAILED SHORT CIRCUIT AND ARC FLASH HAZARD ANALYSIS IS RECOMMENDED. TABLE 110.26(A)(1) - WORKING SPACES NOMINAL VOLTAGE TO GROUND CONDITION 1 MINIMUM CLEAR DISTANCE (FEET) 0 - 150 151 - 600 NOTE: WHERE THE "CONDITIONS" ARE AS FOLLOWS: CONDITION 1 - EXPOSED LIVE PARTS ON ONE SIDE OF WORKING SPACE AND NO LIVE OR GROUNDED PARTS ON THE OTHER SIDE OF THE WORKING SPACE, OR EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORKING SPACE THAT ARE EFFECTIVELY GUARDED BY INSULATING MATERIALS. CONDITION 2 - EXPOSED LIVE PARTS ON ONE SIDE OF THE WORKING SPACE AND GROUNDED PARTS ON THE OTHER SIDE OF WORKING SPACE. CONCRETE BRICK, OR TILE WALLS SHALL BE CONSIDERED GROUNDED. CONDITION 3 - EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORK SPACE 6' - 6 " M I N . 30" MIN. OR WIDTH OF EQUIP.S E E T A B L E "A " T H I S D I S T A N C E SUSPENDED CEILIN G W ALL CONDITION 2 CONDITION 3 601 - 1000 900mm (3 ft) 1.2 m (4 ft.) 1.5 m (5 ft.) 900mm (3 ft) 900mm (3 ft) 900mm (3 ft) 900mm (3 ft) 1.0m (3 ft 6 in.) 1.2 m (4 ft.) ELECTRICAL EQUIPMENT PLANE OF FRONT EDGE OF ELECTRICAL EQUIPMENT EXCLUSIVELY DEDICATED SPACE LIG HT FIXTURE STRUCTURAL CEILIN G SERVICE EQUIPMENT GROUND BAR TO FOOTING REINFORCING STEEL TO SERVICE EQUIPMENT ENCLOSURES-SIZE PER NEC 250-102(C)(1) SERVICE EQUIPMENT NEUTRAL BAR TO TELEPHONE BACKBOARDS TO DRY TYPE TRANSFORMERS T1 & T2 COLD WATER SERVICE ENTRANCE SUPPLY SIDE ALL GROUND CABLES SHALL BE SIZE 2/0 AWG (GREEN) UNLESS OTHERWISE SPECIFIED BUILDING STRUCT. STEEL EQUIPMENT GROUND CONDUCTORS SIZED PER NEC 250-122 GROUNDING BUSHING ON METALLIC CONDUITS, TYPICAL GROUND CLAMP UL APPROVED, TYPICALJUMPER VALVE, METER OR UNION EXOTHERMIC WELD OR APPROVED GROUND CLAMP3/4" X 10' GROUND ROD IN WELL W/ COVER. BRAZED CONNECTION JUMPER SIZED PER NEC TABLE 250-102(C)(1) 10'-0" MIN. #250kcmil GND SYSTEM GROUND "DO NOT REMOVE"#2/0 CU CONDUCTORS PER NEC OR AS SPECIFIED, WHICHEVER IS LARGER GROUNDING BUSHING FOR METALLIC RACEWAYS EACH END, TYPICAL SERVICE EQUIPMENT GROUND BAR 1/4"x2"x LENGTH AS REQUIRED (12" MIN.), COPPER BAR SUPPORTED BY HEAVY DUTY STANDOFF INSULATORS BOLTED TO WALL BOLT, NUT & BELLEVILLE WASHER, TYPICAL BLACK LAMICORE LABEL, WHITE CORE, TY-WRAPPED TO GROUND CONDUCTORS, TYPICAL CONDUCTORS PER NEC, TYP. CONDUIT GROUNDING BUSHING COMPRESSION LUG, TYPICAL 'NAME' 'WARNING' 'WORKING SPACE' E-501 2 E-501 3 E-501 4 DANGER AREA IN FRONT OF THIS ELECTRICAL PANEL MUST BE KEPT CLEAR FOR 36 INCHES OSHA - NEC REGULATIONS WHITE LETTERS ON RED BACKGROUND BLACK LETTERS ON WHITE BACKGROUND MODIFY CLEARANCE REQUIREMENT PER INSTALLATION UV INKS SCREEN PRINTED ON PRESSURE SENSITIVE POLYESTER, OVERLAMINATED WITH CLEAR POLYESTER 5" MINIMUM 3- 1 / 4 " M I N I M U M VOLTAGE & PHASE DESIGNATION 1/4" WHITE ENGRAVED LETTERS TRANSFORMER DESIGNATION 3/8" WHITE ENGRAVED LETTERS MACHINE SCREW WITH ACORN NUT AND LOCKWASHER, TYP. NOTE: SEE SPECS. SECTION 260553 FOR NAMEPLATE MATERIAL AND ENGRAVING COLORS. TRANSFORMER: "NAME" SOURCE:PANEL "###" SOURCE LOCATION "###" RATING:### AMPS VOLTAGE: 480/277V, 3 Ø, 4W 2 3 / 4 " LENGTH AS REQUIRED SOURCE LOCATION DESIGNATION 1/4" WHITE ENGRAVED LETTERS RATING DESIGNATION 1/4" WHITE ENGRAVED LETTERS SOURCE DESIGNATION 1/4" WHITE ENGRAVED LETTERS 023311 LA W . RCNLE I BB I L SES RCAO I L A SEAL N A OFON EE RNIGN R T PON R H E 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 1740 Airport Boulevard 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 E-501 ELECTRICAL DETAILS 2022075.00 11/22/2024 NO SCALE7 DEDICATED SPACE FOR ELECTRICAL EQUIPMENT N.E.C. ARTICAL 1101 NO SCALE5NAME PLATE - EQUIPMENT NO SCALE2NAME PLATE - PANELBOARD NO SCALE3NAME PLATE - WARNING NO SCALE8WORKING CLEARANCE FOR ELECTRICAL EQUIPMENT NO SCALE9GROUNDING DETAIL - SERVICE NO SCALE10EQUIPMENT GROUND BAR DETAIL (EGB) NO SCALE1 NAME PLATE - REQUIRED PANELBOARD NAMEPLATE AND LABELS DETAIL NO SCALE4NAME PLATE WORKING SPACE NO SCALE6NAME PLATE - TRANSFORMER 0 11/22/24 ISSUED FOR CONSTRUCTION SS SM S SDS SECTION A-A A A 1A 3 2 1B System No W­L­1054 1. WALL ASSEMBLY -- THE 1 OR 2 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300A OR U400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS -- WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC. STEEL STUDS TO BE MIN 2-1/2 IN. WIDE AND SPACED MAX 24 IN. OC. WHEN STEEL STUDS ARE USED AND THE DIAM OF OPENING EXCEEDS THE WIDTH OF STUD CAVITY, THE OPENING SHALL BE FRAMED ON ALL SIDES USING LENGTHS OF STEEL STUD INSTALLED BETWEEN THE VERTICAL STUDS AND SCREW-ATTACHED TO THE STEEL STUDS AT EACH END. THE FRAMED OPENING IN THE WALL SHALL BE 4 TO 6 IN. WIDER AND 4 TO 6 IN. HIGHER THAN THE DIAM OF THE PENETRATING ITEM SUCH THAT, WHEN THE PENETRATING ITEM IS INSTALLED IN THE OPENING, A 2 TO 3 IN. CLEARANCE IS PRESENT BETWEEN THE PENETRATING ITEM AND THE FRAMING ON ALL FOUR SIDES. B. GYPSUM BOARD* -- 5/8 IN. THICK, 4 FT WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM BOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 32-1/4 IN. FOR STEEL STUD WALLS. MAX DIAM OF OPENING IS 14-1/2 IN. FOR WOOD STUD WALLS. THE F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE FIRE RATING OF THE WALL ASSEMBLY. 2. THROUGH-PENETRANTS -- ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE SHALL BE MIN 0 IN. TO MAX 2-1/4 IN. PIPE MAY BE INSTALLED WITH CONTINUOUS POINT CONTACT. PIPE, CONDUIT OR TUBING MAY BE INSTALLED AT AN ANGLE NOT GREATER THAN 45 DEGREES FROM PERPENDICULAR. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED: A. STEEL PIPE -- NOM 30 IN DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. IRON PIPE -- NOM 30 IN. DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE. C. CONDUIT -- NOM 4 IN DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR 6 IN. DIAM STEEL CONDUIT. D. COPPER TUBING -- NOM 6 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. E. COPPER PIPE -- NOM 6 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. 3. FILL, VOID OR CAVITY MATERIAL* -- SEALANT -- MIN 5/8 IN. (16 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. AT THE POINT OR CONTINUOUS CONTACT LOCATIONS BETWEEN PIPE AND WALL, A MIN 1/2 IN. (13 MM) DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE PIPE WALL INTERFACE ON BOTH SURFACES OF WALL . HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS-ONE SEALANT *INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL OR CUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY. F Ratings - 1 and 2 Hr (See Items 1 & 3) T Ratings - 0 Hr L Ratings at Ambient - Less Than 1 CFM / sq ft L Ratings at 400 F - Less Than 1 CFM / sq ft ANSI / UL1479 (ASTM E814) October 14, 2015 F Ratings - 1 and 2 Hr (See Items 1 & 3) FT Ratings - 0 Hr FH Ratings - 1and 2 HR (See Items 1 and 3) FTH Ratings - 0 Hr CAN / ULC S115 FTH Ratings - 0 Hr L Rating at Ambient - Less Than 1 CFM / sq ft L Ratings at 400 F - Less Than 1 CFM / sq ft PVC SLEEVE 10' GROUND ROD CONDUCTOR EXOTHERMIC CONNECTION 10'-0"MIN. ~~ EXIT EXIT EXIT 3 EQ.EQ.EQ. EQ.EQ.EQ. EQ.EQ.EQ. FINISHED CEILING FLOOR DOOR ABOVE COUNTER RECEPTACLE/DAT A 3" TV NOTE: DETAIL SHOWN FOR REFERENCE ONLY, NOT ALL DEVICES ARE INDICATED ON PLANS. BACK SPLASHSTRIKE SIDE HINGE SIDE COUNTER TOP LIGHT SWITCH /DIMMER CABLE, VOICE/DATA, DUPLEX & QUADRAPLEX RECEPTACLES GANG SWITCHING CABLE & TV OUTLET MECHANICAL CASSETTE CABLE & TV OUTLET RECEPTACLE FOR TV OUTLET CLOCK HANGER RECEPTACLE +##" +##" WALL MOUNTED EXIT SIGN ABOVE DOOR (MAX. MT. HT. OF 80" ABOVE TOP OF DOOR) WALL MOUNTED EXIT SIGN ABOVE DOOR (MAX. MT. HT. OF 80" ABOVE TOP OF DOOR) CEILING MOUNTED EXIT SIGN ABOVE DOOR SURFACE MTD 6"6" 24 " 46 " 72 " 84 " 80 " 46 " EQ . E Q . EQ . E Q . BRANCH CIRCUIT CONDUIT MAKE CIRCUIT JOINT WITH TWIST-ON CONNECTOR AND CONNECT TO DEVICE WITH SINGLE LEADS 1 #12 AWG SOLID COPPER GREEN INSULATED JUMPER TO BOX BONDING SCREW. 1 #12 AWG SOLID COPPER GREEN INSULATED JUMPER TO DEVICE GROUNDING SCREW. 4" SQUARE DEVICE BOX BOX DEVICE COVER WITH RAISED RING OF PROPER DEPTH AND TYPE FOR WALL CONSTRUCTION. RING TO FINISH FLUSH WITH WALL DUPLEX RECEPTACLES SHALL BE INSTALLED WITH GROUND PRONG UP DEVICE TRIM PLATE SERVICE GROUNDING DETAIL, SEE TRANSFORMER ON RISER FOR GROUND H2H1 H3 XO X1 X3X2 TRANSFORMER ENCLOSURE FACTORY BONDING JUMPER FEEDER TO LOAD BONDING BUSHING SYSTEM BONDING JUMPER 3 CONDUCTOR GROUNDING LUGBONDING JUMPER BONDING BUSHINGFEEDER FROM SOURCE TRANSFORMER COILS & SUPPORT TAPERED AIR TERMINAL ADHESIVE CABLE FASTENER EVERY 3' MAX. RIDGE SADDLE AIR TERMINAL BASE LIGHTNING PROTECTION CONDUCTOR ADHESIVE TYPE DEVICES ADHESIVE CABLE HOLDER ADHESIVE AIR TERMINAL BASE LIGHTNING PROTECTION CONDUCTOR AIR TERMINAL AIR TERMINAL SWIVAL AIR TERMINAL BASE LIGHTNING PROTECTION CONDUCTOR ADHESIVE CABLE HOLDER ADHESIVE AIR TERMINAL BASE LIGHTNING PROTECTION CONDUCTOR CABLE TO CABLE EXOTHERMIC CONNECTION GROUND CONDUCTOR CABLE TO STRUCTURAL STEEL AT LOWEST AVAILABLE LOCATION TINNED BARE COPPER GROUNDING CONDUCTOR PER NEC HDPE TWIST LOCK COVER WITH STAINLESS STEEL LOCKING BOLT AND "GROUND" EMBOSSED ON COVER 3/4" x 10 COPPER CLAD GROUND ROD, TYPICAL EXOTHERMIC GROUND CONNECTION, TYPICAL 9" DIAMETER x 10" DEEP HIGH DENSITY POLYMER WELL HOUSING CLASS 1 MAIN CONDUCTOR CLASS 1 MAIN CONDUCTOR THRU ROOF CONNECTOR FLANGE BONDING PLATE CONDUIT BELOW SLAB TO A/V WALL BOX 4-GANG ON-GRADE EPOXY COATED FLOOR BOX -WITH ROUND FLUSH ALUMINUM STYLE COVER -(SEE 4 GANG FLOOR BOX INFORMATION IN LEGEND ON SHEET E0.1 FOR POWER AND LV REQUIREMENTS) CONCRETE SLAB POWER CONDUIT BELOW SLAB FLUSH BOXES SHALL BE MOUNTED BEHIND TV, COORDINATE FINAL MOUNTING HEIGHTS WITH ARCHITECTURAL DRAWINGS & DETAILS CONCEALED 1 1/4"CND CONCEALED 3/4"CND WITH #12 CONDUCTORS TV PROVIDED BY OWNER, INSTALLED BY CONTRACTOR J-HOOKS ABOVE CEILING (TYPICAL) CAT 6 CABLES INSTALLED BY OTHERS CONCEALED 1 1/4"CND CAT 6A CAT 6A FLOORBOX LAY-IN CEILING CAST BRONZE COVER (FRICTION FIT) FINISHED FLOOR #10 BRASS BALL CHAIN CAST BRONZE HOUSING #4/0 BARE COPPER EXOTHERMIC TYPE WELD EXOTHERMIC TYPE WELD 3/4" x 10'-0" COPPER CLAD GROUND ROD 10 ' - 0 " M I N . 023311 LA W . RCNLE I BB I L SES RCAO I L A SEAL N A OFON EE RNIGN R T PON R H E 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 1740 Airport Boulevard 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 E-502 ELECTRICAL DETAILS 2022075.00 11/22/2024 NO SCALE2RECEPTACLE GROUNDING DETAIL NO SCALE7GROUND ROD DETAIL NO SCALE1ELECTRICAL DEVICES MOUNTING DETAIL NO SCALE4U.L. WL1054 NO SCALE3TRANSFORMER GROUNDING DETAIL NO SCALE5AIR TERMINAL DETAILS NO SCALE6EXOTHERMIC CONNECTION DETAILS NO SCALE8GROUND WELL INSPECTION DETAIL NO SCALE9ROOF TRANSITION DETAIL NO SCALE11FLOOR BOX DETAIL NO SCALE12TV POWER/DATA OUTLET DETAIL NO SCALE10AIRCRAFT STATIC GROUNDING RECEPTACLE 0 11/22/24 ISSUED FOR CONSTRUCTION LOAD SUMMARY VOLTAGE PHASE 480 3 1.732 LARGEST MOTOR APPROX. AMPS 91 AMPS LARGEST MOTOR APPROX. AMPS x .25 23 AMPS HVAC AH01 13,258 VA HP01 5,824 VA SFO'S (QTY 2)2,784 VA EF'S (QTY 4)3,030 VA RH'S (QTY 4)480 VA FO'S (QTY 2)4,381 VA DAH01 & DHP01 4,326 VA EUH01 750 VA SUB-TOTAL HVAC DEMAND 34,834 VA SUB-TOTAL HVAC DEMAND 42 AMPS EQUIPMENT HYDRAULIC DOORS (QTY 2)56,536 VA GWH1 200 VA AC-01 7,566 VA AC POWER CART 42,402 VA AIRCRAFT PORTABLE AC UNIT 4,014 VA TUG CHARGER 64,018 VA HYD POWER UNIT 75,658 VA FRENCH DR REFRIG 1,800 VA DISHWASHER 792 VA MICROWAVE 1,668 VA ICE MAKER 792 VA COMMERCIAL DRINK REFRIG 1,200 VA SUB-TOTAL EQUIPMENT DEMAND 256,646 VA SUB-TOTAL EQUIPMENT DEMAND 309 AMPS ADD FOR LARGEST MOTOR 23 AMPS TOTAL EQUIPMENT DEMAND 331 AMPS LIGHTING LIGHTS (INTERIOR, BASED ON NEC 220.12)17,084 VA LIGHTS (EXTERIOR)1,761 VA SIGN 1,200 VA TOTAL LIGHTING LOAD 20,045 VA TOTAL DEMAND FOR LIGHTING 24 AMPS RECEPTACLES RECEPTACLES 19,984 VA FIRST 10000VA 10,000 VA REMAINDER @ 50%4,992 VA TOTAL DEMAND FOR RECEPTACLE/POWER PANELS 14,992 VA TOTAL DEMAND FOR RECEPTACLE/POWER PANELS 18 AMPS TOTAL DEMAND BUILDING AMPS 416 AMPS TOTAL DEMAND BUILDING VA 345,430 VA TOTAL BUILDING CONNECTED LOAD 331,509 VA AT PNL 4EP1: 52,032 AMPS AT PNL 2EP1: 5,828 AMPS AT PNL 2EP2: 5,775 AMPS NOTE: 1. SHORT CIRCUIT CALCULATION COMPLETED ON 11/26/2024. BASED ON A 300KVA POLE MOUNTED TRANSFORMER BANK @ 1.7% IMPEDANCE, AND 2.37 X/R. VERIFY ACTUAL PARAMETERS WITH UTILITY COMPANY AND EQUIPMENT CHARACTERISTICS PRIOR TO INSTALLATION. 2. SERVICE EQUIPMENT SHALL BE LEGIBLY MARKED WITH MAX. AVAILABLE FAULT CURRENT, INCLUDING THE DATE THE FAULT CURRENT CALCULATIONS WERE PERFORMED, PER NEC 110.24 AVAILABLE FAULT CURRENT GROUND PER NEC 250 DETAIL #2/0 BARE CU (2) 3" CONDUITS EACH CONTAINING 4-350kcmil CONDUCTORS SURGE PROTECTION DEVICE (SPD) SHALL BE MOUNTED TO KEEP LEADS AS SHORT AS POSSIBLE. SPD's ARE SHOWN WITH A 30A, 3 POLE BREAKER IN PANELBOARD BEING PROTECTED, MAKE CONNECTION WITH 4#10AWG CONDUCTORS, IF SPD MANUFACTURER RECOMMENDS LARGER BREAKER OR LEADS, PROVIDE AT NO ADDITIONAL COST TO OWNER. ELECTRICAL [110] SPD EGB PANEL "4EP1" 600A 480/277V, 3∅, 4W SERVICE EQUIPMENT LISTED 3#2/0 & 1#6GND- 2"CND E-501 10 E-501 9 "2EP1" 200A 208/120V, 3∅, 4W #2 BARE CU 4#3/0 & 1#6GND- 2"CND "T-2EP1 112.5KVA, 480-208/120V, 3ɸ, 4W GROUND PER NEC 250, SEE DETAIL 3/E-502 E-501 1TYP. 'NAME' 'WARNING' 'WORKING SPACE 'NAME' 'WARNING' 'WORKING SPACE E-501 6 'NAME''WARNING' E-501 3 SPD "2EP2" 200A 208/120V, 3∅, 4W 'NAME' 'WARNING' 'WORKING SPACE SPD NOTE (SURGE PROTECTION DEVICE) CT CABINET GRADE METERBASE AND METER 480V ABOVE GROUND JUNCTION BOX PROVIDED BY UTILITY, EC MUST COORDINATE LOCATION WITH UTILITY PRIOR TO TRENCHING AND INSTALLATION FOR SERVICE CONDUIT AND CONDUCTORS 023311 LA W . RCNLE I BB I L SES RCAO I L A SEAL N A OFON EE RNIGN R T PON R H E 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 1740 Airport Boulevard 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 E-601 ELECTRICAL RISER DIAGRAM AND SCHEDULES 2022075.00 11/22/2024 Notes: Lighting 8420 VA 100.00% 8420 VA Total Est. Demand:74.0 A RCPT 21244 VA 73.54% 15622 VA Total Conn.:80.7 A Power 560 VA 100.00% 560 VA Total Est. Demand:61505 VA Other 1398 VA 100.00% 1398 VA Total Conn. Load:67127 VA HVAC 35515 VA 100.00% 35515 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:418.4 A 391.9 A 396.4 A Total Load:115739 VA 108565 VA 109648 VA 41 SPARE 20.0 A 1 0 VA 0 VA 1 20.0 A SPARE 42 39 SPARE 20.0 A 1 0 VA 0 VA 1 20.0 A SPARE 40 37 LTS: EXTERIOR OVER BAY DOOR 20.0 A 1 915 VA 0 VA 1 20.0 A SPARE 38 35 14133 VA 0 VA 1 20.0 A SPARE 36 33 14133 VA 0 VA 1 20.0 A SPARE 34 31 AC PCU D.S.70.0 A 3 14133 VA 696 VA 1 20.0 A LTS: PERIMETER EXTERIOR 32 29 21615 VA 100 VA 1 20.0 A LTS: CANOPY AT MAIN ENTRY 30 27 21615 VA 2700 VA 1 20.0 A LTS: HANGAR 28 25 TUG CHARGER D.S.100.0 A 3 21615 VA 2700 VA 1 20.0 A LTS: HANGAR 26 23 0 VA 25495 VA 24 21 0 VA 25495 VA 22 19 AC PCU D.S.70.0 A 3 0 VA 25495 VA 3 125.0 A HYD POWER UNIT D.S. 20 17 9423 VA 0 VA 18 15 9423 VA 0 VA 16 13 HYDRAULIC DOOR #1 D.S.,60.0 A 3 9423 VA 0 VA 3 70.0 A AC PCU D.S. 14 11 29464 VA 9423 VA 12 9 25777 VA 9423 VA 10 7 XFMR T-2EP1 (PANEL 2EP1 & 2EP2)175.0 A 3 31341 VA 9423 VA 3 60.0 A HYDRAULIC DOOR #2 D.S., 8 5 0 VA 0 VA 6 3 0 VA 0 VA 4 1 SPD 30.0 A 3 0 VA 0 VA 3 70.0 A AC PCU D.S. 2 CKT Circuit Description Trip Pol es A B C Pol es Trip Circuit Description CKT Notes: Enclosure:NEMA 1 MCB Rating:600.0 A Mounting:SURFACE Wires:4 Mains Rating:600.0 A Supply From: Phases:3 Mains Type:MAIN CB Location:ELEC/ IT 114 Volts:480Y/277 A.I.C. Rating:65,000 AMPS SYMMETRICAL Branch Panel: 4EP1 1. PROVIDE GFCI BREAKER. Notes: Total Est. Demand:105.5 A RCPT 16012 VA 81.23% 13006 VA Total Conn.:113.8 A Power 560 VA 100.00% 560 VA Total Est. Demand:38007 VA Other 1200 VA 100.00% 1200 VA Total Conn. Load:41013 VA HVAC 23241 VA 100.00% 23241 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:163.5 A 161.2 A 172.1 A Total Load:19587 VA 19345 VA 20613 VA 53 SPARE 20.0 A 1 0 VA 0 VA 1 20.0 A SPARE 54 51 SPARE 20.0 A 1 0 VA 0 VA 1 20.0 A SPARE 52 49 SPARE 20.0 A 1 0 VA 0 VA 1 20.0 A SPARE 50 47 SPARE 20.0 A 1 0 VA 0 VA 1 20.0 A SPARE 48 45 SPARE 20.0 A 1 0 VA 0 VA 1 20.0 A SPARE 46 43 SPARE 20.0 A 1 0 VA 0 VA 1 20.0 A SPARE 44 41 SPARE 20.0 A 1 0 VA 2080 VA 42 39 SPARE 20.0 A 1 0 VA 2080 VA 2 35.0 A DHP01 D.S.40 37 SIGN 20.0 A 1 1200 VA 4419 VA 38 35 HOT BOX POWER 20.0 A 1 1500 VA 4419 VA 36 33 2912 VA 4419 VA 3 50.0 A AH01 D.S. 34 31 HP01 D.S.60.0 A 2 2912 VA 400 VA 1 20.0 A FACP ELECT/IT [114]32 29 GWH1 D.S.20.0 A 1 200 VA 720 VA 1 20.0 A RCPTS/FLR BOX: CONF [106]30 27 RCPT: FIRST RESPONDERS CABINET ELECT/IT [114]20.0 A 1 180 VA 900 VA 1 20.0 A RCPTS: CONF [106]28 25 RCPT: FIRST RESPONDERS CABINET ELECT/IT [114]20.0 A 1 180 VA 1080 VA 1 20.0 A RCPTS: OFFICE [105]26 23 RCPTS: EXTERIOR MAIN ENTRY 20.0 A 1 360 VA 720 VA 1 20.0 A RCPTS: OPEN OFFICE [103]24 21 RCPT: EWC (NOTE 1)20.0 A 1 430 VA 900 VA 1 20.0 A RCPTS: OPEN OFF [103]22 19 RCPT: DISHWASHER BREAK [111] (NOTE 1)20.0 A 1 792 VA 1080 VA 1 20.0 A RCPTS: ENTRY/LOBBY [101] & OPEN OFF [103]20 17 RCPT: MICROWAVE BREAK [111]20.0 A 1 1650 VA 900 VA 1 20.0 A RCPTS: ENTRY/LOBBY [101]18 15 RCPT: BREAK [111]20.0 A 1 360 VA 360 VA 1 20.0 A RCPTS: RESTROOMS [107] & [108]16 13 RCPT: COFFEE BREAK [111]20.0 A 1 180 VA 720 VA 1 20.0 A RCPTS: JAN [109], CORRIDORS [102] & [110]14 11 RCPT: RFRIG BREAK [111]20.0 A 1 1800 VA 5544 VA 12 9 RCPTS: BREAK [111]20.0 A 1 540 VA 5544 VA 10 7 RCPTS: PARTS STORAGE [116]20.0 A 1 720 VA 5544 VA 3 70.0 A AC-01 D.S. 8 5 RCPTS: PARTS STORAGE [116]20.0 A 1 720 VA 0 VA 6 3 RCPTS: TELE BACKBOARD ELECT/IT [114]20.0 A 1 720 VA 0 VA 4 1 RCPTS: ELECT/IT [114]20.0 A 1 360 VA 0 VA 3 30.0 A SPD 2 CKT Circuit Description Trip Pol es A B C Pol es Trip Circuit Description CKT Notes: Enclosure:NEMA 1 MCB Rating:200.0 A Mounting: Wires:4 Mains Rating:200.0 A Supply From:T-2EP1 Phases:3 Mains Type:MAIN CB Location:ELEC/ IT 114 Volts:208Y/120 A.I.C. Rating:10,000 AMPS SYMMETRICAL Branch Panel: 2EP1 1. PROVIDE GFCI BREAKER. Notes: Total Est. Demand:52.8 A Lighting 1367 VA 100.00% 1367 VA Total Conn.:52.8 A RCPT 5232 VA 100.00% 5232 VA Total Est. Demand:19011 VA Other 198 VA 100.00% 198 VA Total Conn. Load:19011 VA HVAC 12274 VA 100.00% 12274 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:101.1 A 53.6 A 76.9 A Total Load:11757 VA 6432 VA 8851 VA 41 SPARE 20.0 A 1 0 VA 0 VA 1 20.0 A SPARE 42 39 SPARE 20.0 A 1 0 VA 0 VA 1 20.0 A SPARE 40 37 SPARE 20.0 A 1 0 VA 0 VA 1 20.0 A SPARE 38 35 SPARE 20.0 A 1 0 VA 0 VA 1 20.0 A SPARE 36 33 913 VA 636 VA 1 20.0 A LTS: OFFICE AREA 34 31 913 VA 942 VA 1 20.0 A LTS: OFFICE AREA 32 29 F02 15.0 A 3 913 VA 1392 VA 1 20.0 A EF02 D.S.30 27 913 VA 0 VA 1 20.0 A SPARE 28 25 913 VA 1392 VA 1 20.0 A EF01 D.S.26 23 F01 15.0 A 3 913 VA 0 VA 1 20.0 A SPARE 24 21 SPACE -- 1 -- 1392 VA 1 20.0 A SF01 D.S.22 19 4014 VA 750 VA 1 20.0 A EUH01 D.S.20 17 PORTABLE AC UNIT D.S.60.0 A 2 4014 VA -- 1 --SPACE 18 15 RH01, RH01, RH03, RH04 20.0 A 1 480 VA 0 VA 16 13 SF02 D.S.20.0 A 1 1392 VA 0 VA 2 60.0 A PORTABLE AC UNIT D.S. EXTERIOR 14 11 SPACE -- 1 -- 720 VA 1 20.0 A RCPTS: EAST WALL HANGAR [101] & EXT.12 9 0 VA 1200 VA 1 20.0 A RCPT: REFRIGERATED CABINET AGR 1002 HANGAR...10 7 PORTABLE AC UNIT D.S.60.0 A 2 0 VA 792 VA 1 20.0 A RCPT: ICE MAKER 8985 HANGAR [100]8 5 RCPTS: NORTH AND EAST WALLS HANGAR [100] & EXT.20.0 A 1 900 VA 0 VA 6 3 RCPTS: WEST AND NORTH WALL HANGAR [100] & EXT.20.0 A 1 900 VA 0 VA 4 1 RCPTS: WEST WALL HANGAR [100] & EXT.20.0 A 1 720 VA 0 VA 3 30.0 A SPD 2 CKT Circuit Description Trip Pol es A B C Pol es Trip Circuit Description CKT Notes: Enclosure:NEMA 1 MCB Rating:200.0 A Mounting: Wires:4 Mains Rating:200.0 A Supply From:T-2EP1 Phases:3 Mains Type:MAIN CB Location:ELEC/ IT 114 Volts:208Y/120 A.I.C. Rating:10,000 AMPS SYMMETRICAL Branch Panel: 2EP2 NO SCALE1RISER DIAGRAM 0 11/22/24 ISSUED FOR CONSTRUCTION THE INSTALLER FIRST RESPONDERS PROJECT NOTES IN TESTING AND INSTALLATION SEQUENCING FIRST RESPONDERS INSTALLATION NOTES FIRST RESPONDERS GENERAL NOTE 1. A PRELIMINARY SITE SURVEY IS NEEDED TO DETERMINE THE EXISTING dBm SIGNAL STRENGTH. 2. A MORE DETAILED SURVEY WILL MAP THE BUILDING ONCE THE BUILDING IS SUBSTANTIALLY COMPLETED. 3. THE NEXT SIGNAL STRENGTH SURVEY WILL COMPLY WITH THE 2018 NCFC, 510.5.3 AND NFPA 72, 24.5.2.1 (2013 EDITION) - EACH FLOOR SHALL BE DIVIDED INTO 20 (APPROXIMATELY) EQUAL TEST AREAS, THE WORST CASE SIGNAL STRENGTH READING SHALL BE RECORDED. PROVIDE 90 PERCENT FLOOR AREA RADIO COVERAGE. - CRITICAL AREAS, IF PRESENT, SHALL BE SURVEYED SEPARATE FROM THE EQUAL TEST AREAS; --- EXIT STAIRS --- EXIT PASSAGEWAYS --- ELEVATOR LOBBIES --- AT STANDPIPE CABINETS --- SPRINKLER SECTIONAL VALVE LOCATIONS --- AHJ MAY REQUIRE ADDITIONAL LOCATIONS. -- CRITICAL AREAS SHALL BE PROVIDED WITH 99 PERCENT RADIO COVERAGE. 4. THE MINIMUM SIGNAL STRENGTH OF -95 dBm IS REQUIRED. 1. ALL WIRING SHALL BE IN ACCORDANCE WITH LOCAL AND NATIONAL CODES, INCLUDING NFPA 72 (2013 EDITION) AND NEC. 2. A FIRST RESPONDERS SYSTEM IS AN EMERGENCY RESPONDER RADIO ENHANCED SYSTEM IN COMPLIANCE WITH THE NC FIRE CODE, SECTION 510. 3. WHERE REQUIRED, WIRING SHALL BE RUN IN MINIMUM 3/4" CONDUIT. SURFACE METAL RACEWAY IS ACCEPTABLE. 4. PLENUM RATED COAXIAL CABLE WITHOUT CONDUIT, MAY BE ACCEPTABLE FOR HORIZONTAL RUNS IN AREAS OTHER THAN WHERE WATERPROOF DEVICES ARE REQUIRED. HOWEVER, CONDUIT SHALL BE USED TO PENETRATIONS IN RATED WALLS SHALL BE MADE IN CONDUIT PER APPROPRIATE U.L. SYSTEM. 5. MANUFACTURER'S 1/2" COAXIAL CABLE SHALL BE USED FOR THE FIRST RESPONDERS SYSTEM, DUE TO ITS LOW OHM LOSS PROPERTIES. 6. THE DIRECTIONAL DONOR ANTENNA ON THE ROOF SHALL BE TIED INTO THE BUILDING GROUNDING SYSTEM. 7. ALL CABLES USED FOR FIRST RESPONDERS SHALL BE GROUNDED TO THE BUILDING GROUNDING SYSTEM. 8. THE CABLE BETWEEN THE DONOR ANTENNA AND THE AMPLIFIER MAY BE RUN TO THE ROOF, BUT IT MUST BE IN CONDUIT. 9. A LIGHTNING ARRESTOR SHALL BE INSTALLED ON THE ANTENNA. 10. THE CABLE FROM THE DONOR ANTENNA TO THE AMPLIFIER SHALL BE SEPARATED FROM THE RISER CABLE FROM THE FIRST RESPONDERS SYSTEM TO THE INDOOR ANTENNA, THIS REQUIREMENT APPLIES TO THE RISER. - IF BOTH CABLES ARE NOT IN CONDUIT, THE MINIMUM SEPARATION SHALL BE SIX (6) FEET. - IF AT LEAST ONE CABLE IS IN CONDUIT, THE MINIMUM SEPARATION SHALL BE THREE (3) FEET. - THESE CABLES ARE ALLOWED TO CROSS A MAXIMUM OF ONE TIME. 11. THE FIRST RESPONDERS AMPLIFIER ENCLOSURE SHALL BE INSTALLED ON METAL STRUT CHANNEL (TO ALLOW AIRFLOW). SEE INSTALLATION DIAGRAM. 12. THE FIRST RESPONDERS AMPLIFIER AND BATTERY ENCLOSURES SHALL BE GROUNDED TO THE BUILDING GROUNDING SYSTEM UTILIZING A SHORT, DIRECT PATH WITH THE MINIMUM NUMBER OF BENDS (GROUNDING CABLES SHALL NOT REVERSE DIRECTION WHEN CONNECTING TO TERMINATION POINTS.) 13. A.C. WIRES SHALL BE RUN IN SEPARATE CONDUIT FROM D.C. WIRING, SUCH THAT A SYSTEM ALARM DOES NOT DE-ENERGIZE THE CONTROL PANEL, MINIMUM SIZE WIRE TO BE AWG 12 THHN. PROTECTION AGAINST VOLTAGE TRANSIENTS AND SURGES SHALL BE INSTALLED AT THE ELECTRICAL PANELBOARD AND INSTALLED BY THE ELECTRICAL CONTRACTOR. - PRIMARY AC POWER TO THE FIRST RESPONDERS AMPLIFIER SHALL BE DEDICATED CIRCUIT. - REDUNDANT AC POWER TO THE FIRST RESPONDERS AMPLIFIER SHALL BE A 120VAC CIRCUIT. (PROVIDING A SECOND (REDUNDANT) POWER CIRCUIT IS PER THE MANUFACTURERS RECOMMENDED PRACTICE.) - CIRCUIT DISCONNECTING MEANS SHALL BE PERMANENTLY IDENTIFIED BY THE SYSTEM TYPE: i.e. "EMERGENCY COMMUNICATION SYSTEM" (ECS) 14. CONDUIT FOR THE DONOR (ROOF) ANTENNA AND FOR THE RISER COAXIAL CABLE SHALL BE PARALLEL TO THE FIRST RESPONDERS ENCLOSURE. THESE CONDUITS SHALL TERMINATE WITH A BUSHING WITHIN TWO (2) FEET OF THE BOTTOM OF THE ENCLOSURE. FIRST RESPONDERS SHALL MAKE THE CONNECTION PROVIDED, PRE-WIRED 1/4" FLEX CABLE FROM THE FIRST RESPONDERS SYSTEM. 15. INSTALLATION REQUIREMENTS TO COMPLY WITH NFPA 72, SECTION 24.3.6.8: - THE RISER COAXIAL CABLE SHALL BE INSTALLED IN A 2 HOUR RATED ENCLOSURE OR SHAFT. (2 HOUR RATED COAXIAL CABLE IS NOT AVAILABLE AT THE CORRECT LOW OHM LOSS RATING.) - THE SPLITTER CONNECTIONS BETWEEN THE RISER CABLE AND THE HORIZONTAL FEEDER CABLE SHALL ALSO BE MADE WITH A 2 HOUR RATED ENCLOSURE. THE FEEDER CABLE PASSAGE THROUGH THAT 2 HOUR ENCLOSURE SHALL BE FIRE STOPPED WITH THE APPROPRIATE U.L. SYSTEM. - ALL FEEDER CABLES SHALL BE PLENUM RATED AT A MINIMUM. (FEEDER CABLES ARE THE HORIZONTAL RUNS TO THE DAS.) 16. WHEN SPLITTER CONNECTIONS ARE IN CONDUIT, PROVIDE A MINIMUM 12 INCH x 12 INCH JUNCTION COX TO MAKE THE CONNECTION. 17. THE FIRST RESPONDERS ANNUNCIATOR SHALL BE INSTALLED NEAR THE FIRE ALARM CONTROL PANEL. 18. ALL FIELD WIRING SHALL BE CHECKED FOR SHORTS, OPENS, AND GROUNDS BEFORE MAKING CONNECTIONS. 19. SEE MANUFACTURERS SHEETS FOR MOUNTING DETAILS. 20. ALL JUNCTION BOX COVERS SHALL BE RED IN COLOR. THOSE IN FINISHED ARES ARE PERMITTED TO MATCH THE FINISH COLOR. 21. ALL PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED USING APPROPRIATE U.L. SYSTEM. 1. NOT ALL COMPONENTS REQUIRED ARE INDICATED IN THE INFORMATION PROVIDED IN THE INSTALLATION NOTES, RISER AND FLOOR PLAN(S). THE CONTRACTOR MUST PROVIDE A FULLY FUNCTIONAL AND OPERATIONAL SYSTEM AS PART OF THIS PROJECTS CONTRACT. LIGHTING FIXTURE SCHEDULE MARK DESCRIPTION MANUFACTURER/SERIES NOM. SIZE SOURCE / TEMP(oK) / DELIVERED LUMENS VOLTS WATTS LENS COLOR/ MATERIAL MOUNTING HEIGHT DRIVER/ DIMMING REMARKS A LAY-IN VOLUMETRIC FIXTURE LITHONIA: STAKS 24"L LEDs / MVOLT 41 ACRYLIC WHITE/ RECESSED LED DRIVER 1 STAKS-2X2-AL03-SWW-7 24"W 3500K /ALUMINUM 0-10V HIGH LUMEN 4"H 5000 LUMENS DIMMING B RECESSED CAN GOTHAM: EVO 6"DIA LEDs / MVOLT 15 WHITE RECESSED LED DRIVER 1 EVO6-35/15/AR/MD/LSS 3500K / GYP 0-10V 1500 LUMENS DIMMING C RECESSED CAN GOTHAM: EVO 6"DIA LEDs / MVOLT 10 WHITE RECESSED LED DRIVER 3 EVO6-40/10/AR/MD/LSS 4000K / GYP 1000 LUMENS CE RECESSED CAN GOTHAM: EVO 6"DIA LEDs / MVOLT 10 WHITE RECESSED LED DRIVER 3,8 EVO6-40/10/AR/MD/LSS/4000K / GYP ELSD 1000 LUMENS D 4' STRIP LITHONIA: CSS 48"L LEDs / MVOLT 38 WHITE SURFACE LED DRIVER CSS-L48-4000LM-UVOLT- 4000K / CEILING 40K-80CRI 4000 LUMENS E 2-HEAD EMERGENCY EELP: OEM LED SD 12"W LED MVOLT 10 WHITE WALL LED DRIVER 8 6"H 7'-6" AFF 6"D F LINEAR SUSPENSION FIXTURE VISUAL COMFORT: 55.9"L LEDs / 120V 82 BLACK SUSPENDED LED DRIVER WIT 5 LINEAR SUSPENDED 3.9"W 3000K / 5-GLASS 12" STEM 700LSWIT5 3.9"H 3638 LUMENS G LARGE STAGGERED ARM VISUAL COMFORT:36"DIA LEDs /120V 36 ALABASTER SURFACE LED DRIVER PENDANT W/ 8 ROUND PEDRA LARGE STAGGER 6"H 3000K / BRONZE CEILING LIGHT SOURCES ARM FLUSH 4300 LUMENS KW 4622BZ-ALB H HI-BAY FIXTURE W/ GLARE LITHONIA: LEDs / MVOLT 325 ALUMINUM SUSPENDED LED DRIVER 2 CONTROL LENS, MEDIUM DIST. COMPACT PRO HIGHBAY 5000K / BOTTOM WITH INTERGRAL OCC. SENSOR CPHB-48000LM-SEF-GCL-WD- 48000 LUMENS OF FIXTURE 50K-80CRI-NLTAIR2-RLSXR6 30'AFF J UNDER COUNTER LIGHT JUNO: UNDER CABINET 14"L LEDs /120V 6 WHITE SURFACE LED DRIVER UPLD-14-3500K 3500K / UNDERSIDE CABINET K LED AREA OVER BAY DOOR LITHONIA: D-SERIES, SIZE 1 LEDs /MVOLT 183 BRONZE WALL LED DRIVER 3,6 LED-P7-40K-80CRI-T3M-EG K 4000K MOUNTED 22,000 LUMENS 30'-0"AFF L WALL MOUNTED AREA LIGHT LITHONIA: ARC2-LED-P3-40K LEDs / MVOLT 23 BRONZE WALL LED DRIVER 3,6 4000K MOUNTED 3206 LUMENS 13'-0"AFF M EXIT EGRESS LITHONIA: AFF SERIES 6.5"W LEDs / MVOLT 13 BRONZE WALL LED DRIVER 3,8 AFF-PEL-DDBTXD-UVOLT-10.2"H MOUNTED LTP-SDRT-WT-CW 3.3"D 10'-0"AFF P BEACON LIGHT FEC-HELIPORTS HP2040,LED 120V 90 RED MOUNTED ON LED DRIVER 3 RED BEACON ROOF X1 EXIT SIGN SINGLE FACE EMERGILITE: LXN1NRC-A-D LED MVOLT 10 6" WHITE CEILING LED DRIVER 8 EDGELIT RED MOUNTED LETTERS X2 EXIT SIGN DOUBLE FACE EMERGILITE: LXN1NRC-A-D LED MVOLT 10 6"WHITE CEILING LED DRIVER 8 EDGELIT RED MOUNTED LETTERS X3 EXIT SIGN SINGLE FACE EMERGILITE: LXN1NRC-A-D LED MVOLT 10 6" WHITE WALL LED DRIVER 8 EDGELIT RED 7'-6"AFF LETTERS REMARKS: 1. 0-10V DIMMING TO 1% 4. WIREGUARD 7. FINAL COLOR SELECTION BY ARCHITECT 2. 0-10V DIMMING 5. LED REQUIRED SURGE PROTECTION 8. INTEGRAL BATTERY BACKUP - 90MIN. 3. WET LOCATION 6. VERIFY FINAL MOUNTING HEIGHT WITH ARCHITECT 9. REMOTE BATTERY BACKUP - 90MIN. GENERAL NOTES: A.THE CONTRACTOR MUST VERIFY THE LEAD TIME OF ALL PRODUCTS SPECIFIED IN THIS SCHEDULE AT THE TIME OF PACKAGE QUOTE. B.DURING THE BID PROCESS, THE CONTRACTOR MUST NOTIFY THE ARCHITECT/ENGINEER OF ANY DELIVERY/SCHEDULING ISSUES. C. NO SUBSTITUTIONS WILL BE ALLOWED DUE TO THE LACK OF COORDINATION OF DELIVERY DATES AND CONSTRUCTION SCHEDULE AFTER BID. D.ALL EXPEDITED EXPENSES MUST BE THE RESPONSIBILITY OF THE CONTRACTORS. E.THE ELECTRICAL CONTRACTOR MUST RECEIVE APPROVAL FOR ALL LIGHTING FIXTURES FROM THE ARCHITECT/OWNER PRIOR TO PURCHASE AND ROUGH-IN. F.FIXTURES INSTALLED IN CEILINGS INDICATED ON THE ARCHITECTURAL PLANS AS HAVING INSULATION IN CONTACT WITH THE CEILING SURFACE MUST BE MANUFACTURER RATED "IC".. G. LED MODULES MUST BE REPLACEABLE. H.ACRYLIC PRISMATIC LENSES MUST BE 0.125" NOMINAL MINIMUM THICKNESS. I.ALL EXIT AND EMERGENCY FIXTURES MUST COMPLY WITH NCSBC STANDARDS AND HAVE AUTOMATIC TESTING DEVICES. J.LED EMERGENCY BATTERY MUST PROVIDE FULL RATED FIXTURE A MINIMUM OF 100% OF RATED FIXTURE OUTPUT FOR 90 MINUTES MINIMUM. K.SEE SPECIFICATIONS SECTIONS 265100 AND 265200 FOR ADDITIONAL REQUIREMENTS. L.THE FIRST FIXTURE NAMED IN THE MANUFACTURER COLUMN IS THE BASIS OF DESIGN. OTHER FIXTURES ARE SIMILAR IN THE OPINION OF THE ARCHITECT AND ENGINEER. IF THE CONTRACTOR ELECTS TO SUBMIT A FIXTURE OTHER THAN THE BASIS OF DESIGN FIXTURE, INCLUDING ONE OF THE TWO SIMILAR FIXTURES, REQUIREMENTS OF NOTES O. AND P. APPLY. [THE ABOVE FIXTURE TYPES ARE LISTED AS THE DESIGN BASIS. THE ACTUAL FIXTURES SUBMITTED MUST BE MANUFACTURED IN THE UNITED STATES.] M.SUBSTITUTIONS MAY BE APPROVED BY THE ARCHITECT AND ENGINEER IF THEY ARE JUDGED TO BE EQUAL TO THE SPECIFIED FIXTURES. “EQUAL” MAY INCLUDE, AT THE SOLE DISCRETION OF THE ARCHITECT AND ENGINEER, LENS MATERIAL AND CHARACTERISTICS, COLORS, REFLECTORS, HOUSING MATERIAL AND CONFIGURATION, FINISHES, PHOTOMETRICS, EFFICIENCY, OPTIONS, FUNCTIONALITY, ETC. 2018 APPENDIX B BUILDING CODE SUMMARY ELECTRICAL SUMMARY ELECTRICAL SYSTEMS AND EQUIPMENT METHOD OF COMPLIANCE: ENERGY CODE: PRESCRIPTIVE PERFORMANCE ASHRAE 90.1: PRESCRIPTIVE PERFORMANCE LIGHTING SCHEDULE (EACH FIXTURE TYPE) LAMP TYPE REQUIRED IN FIXTURE: SEE FIXTURE SCHEDULE NUMBER OF LAMPS IN FIXTURE: SEE FIXTURE SCHEDULE BALLAST TYPE USED IN THE FIXTURE: SEE FIXTURE SCHEDULE NUMBER OF BALLASTS IN FIXTURE: SEE FIXTURE SCHEDULE TOTAL WATTAGE PER FIXTURE: SEE FIXTURE SCHEDULE TOTAL INTERIOR WATTAGE: (WHOLE BUILDING OR SPACE BY SPACE) ALLOWED =12,316 WATTS ADDITIONAL 10% =11,084 WATTS SPECIFIED =8,420 WATTS EXTERIOR ALLOWANCE: (TRADEABLE SURFACES) ALLOWED =3,606 WATTS SPECIFIED =1,761 WATTS (NON-TRADEABLE SURFACES:) ALLOWED = N/A WATTS SPECIFIED = N/A WATTS ADDITIONAL PRESCRIPTIVE COMPLIANCE C406.2 MORE EFFICIENT HVAC EQUIPMENT PERFORMANCE C406.3 REDUCED LIGHTING POWER DENSITY C406.4 ENHANCED DIGITAL LIGHTING CONTROLS C406.5 ON-SITE RENEWABLE ENERGY C406.6 DEDICATED OUTSIDE AIR SYSTEM C406.7 REDUCED ENERGY USE IN SERVICE WATER HEATING 48 " FLOOR 3/4"x24'x24' FIRE RETARDANT PLYWOOD BACKBOARD CEILING QUADRAPLEX RECEPTACLE FIBER EQUIPMENT PROVIDE (2) 2"CND'S TO PROPERTY LINE (2) 2"CND'S FROM UTILITY 1 1/4" CONDUIT. GROUNDING BAR "EGB" NOTES: TYPICAL DATA/TELEPHONE OUTLET. REFER TO PLANS FOR QUANTITIES AND LOCATIONS. REFER TO DETAILS FOR OUTLET CONFIGURATION. WAP 1.OWNERS VOICE/DATA CONTRACTOR SHALL PROVIDE AND INSTALL DATA CABLE. 2. RISER DIAGRAM IS DEPICTIVE (FUNCTIONAL) ONLY. 3. ALL DEVICES ARE NOT SHOWN ALL TELECOM SLEEVES AND RACEWAYS SHALL BE BUSHED, REAMED AND BE PROVIDED WITH INSULATED BONDING BUSHINGS. PROVIDE PULL STRING IN ALL SLEEVES AND RACEWAY. WALL MOUNTED DATA RACK PROVIDE (1) 6 STRAND MULTIMODE FIBER OPTIC CABLE 1 1/4"CND 24"x24"x8" HINGED TELECOM CABINET, NEMA 3R RATED WALL NOTE: ALL OUTLET BOXES SHALL BE 2-GANG WITH ADAPTORS TO SINGLE-GANG FACEPLATES. 1 1/4" CONDUIT TYPICAL (UNLESS OTHERWISE NOTED) 4x4 WALL BOX INSTALL SINGLE GANG PLASTIC RING CL P11 - 161/ 2 " DEVICE IDENTIFICATION LABEL, CLEAR "RHINO" TAPE WITH BLACK LETTERING P11-INDICATES PANEL 16-INDICATES BRANCH CIRCUIT BREAKER NUMBER DONOR ANTENNA ROOF 1ST FLOOR BDA CABINET MUST BE IN 2 HOUR RATED ROOM OR SHAFT BDA BATTERY CABINET MUST BE IN 2 HOUR RATED ROOM OR SHAFT SPLITTER MUST BE IN 2 HOUR RATED SHAFT (TYPICAL) DAS, INDOOR ANTENNA (TYPICAL) 2 HOUR RATED ROOM OR SHAFT HORIZONTAL CABLING PLENUM RATED LIGHTNING ARRESTOR 2"CND VERTICAL CABLING MUST BE IN 2 HOUR RATED SHAFT NOTE: ALL VERTICAL ITEMS MUST BE MADE WITH-IN 2 HOUR RATED ENCLOSURE (CABLE, CONNECTORS ETS..) FACP ANNUNCIATOR PANEL BDA ANNUNCIATOR PANEL MUST BE LCOATED ADJACENT TO FACP ANNUNCIATOR PANEL NO SCALE3LABELING DETAIL NO SCALE2OUTLET PATHWAY DETAIL NO SCALE1TELECOM RISER 023311 LA W . RCNLE I BB I L SES RCAO I L A SEAL N A OFON EE RNIGN R T PON R H E 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 1740 Airport Boulevard 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 E-602 ELECTRICAL TELECOM RISER, DETAILS & FIRST RESPONDERS INFORMATION 2022075.00 11/22/2024 NO SCALE4FIRST RESPONDERS RADIO RISER DIAGRAM 0 11/22/24 ISSUED FOR CONSTRUCTION