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HomeMy WebLinkAboutSD-24-16 - Plans - Non-Record - 1200 Airport DriveF CR2/7E35/45 A319/320E70/75W37-7/7MAX 37-8/8MAX37-9/9MAX BB B B B B B BB B B B B B B B B B BB B B B B B B B B B B B B B B B B ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pr o j e c t T i t l e : Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N DR CH K AP V D AP V D BY RE V I S I O N DA T E NO . ©J a c o b s 2 0 2 3 A L L R I G H T S R E S E R V E D 707 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM 3/6/2023 7:58:16 AM Autodesk Docs://US VT_E2X81910_Burlington International Airport_BTV North Addition/E2X81910_BTV_ARCH_r23.rvt 23.391501 NO R T H T E R M I N A L E X P A N S I O N 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 1 5/ 5 / 2 3 30 % D E S I G N S U B M I S S I O N NE G NE G C1.101 De s i g n e r Au t h o r Ch e c k e r Ap p r o v e r SI T E A C C E S S A N D S T A G I N G PL A N GENERAL NOTES B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B GV GV GV GV WV WV N O R T H C O N C O U R S E 6 - 8 " D I P 3 6 " R C P 18" RC P 36 " R C P 36" RCP ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pr o j e c t T i t l e : Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N DR CH K AP V D AP V D BY RE V I S I O N DA T E NO . ©J a c o b s 2 0 2 3 A L L R I G H T S R E S E R V E D 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM 3/6/2023 7:58:16 AM Autodesk Docs://US VT_E2X81910_Burlington International Airport_BTV North Addition/E2X81910_BTV_ARCH_r23.rvt 23.391501 NO R T H T E R M I N A L E X P A N S I O N 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 1 5/ 5 / 2 3 30 % D E S I G N S U B M I S S I O N NE G NE G C2.102 De s i g n e r Au t h o r Ch e c k e r Ap p r o v e r AP R O N E X I S T I N G C O N D I T I O N S PL A N 80 % D E S I G N 04 . 0 5 . 2 4 NE G NE G 2 CONCOURSE LEVEL PLANNEWEXISTING RELOCATED & WIDENED TIP ACCESS EXISTING TERMINAL RENOVATIONS /FUTURE MAINLINE GATES HISTORIC TOWER ACCESS GATE 8GATE 4 GATE 3GATE 2GATE 1 SUGAR SHACK LOUNGE RESTROOMS / FAMILY RESTROOM FAMILY / CHILD PLAY AREA GREEN MOUNTAIN OBSERVATORY / NEW LEVEL 3 ADMIN ACCESS EXISTING BRIDGE ACCESS 1 2 3 4 5 6 7 8 9 10 11 1 2 3 EXISTING EXIT / BAGGAGE CLAIM FIRESIDE LOUNGE WITH FIREPLACE, LIBRARY AND PIANO MAMAVA / PET RELIEF 4 56789 10 11 NEW EXISTING DN E1 A-302 ________E1 A-301 ________ B1 A-202 D 1 A -2 0 2 B3 A-203 D1 A-203 E2 A-201 C1 A-301 ________ A1 A-301 ________ A.EQUIPMENT AND DEVICES ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO EACH DISCIPLINE FOR DETAILS AND SCHEDULES. B.FOR EXTERIOR WALL, CURTAINWALL, ROOF, FLOOR, AND SOFFIT ASSEMBLIES, REFER TO SHEETS A-003 . C.ALL EXTERIOR WALL DIMENSIONS ARE TO EXTERIOR FINISH FACE OF CMU OR MASONRY UNLESS NOTED OTHERWISE. D.FOR ALL INTERIOR PARTITION, STOREFRONT, AND CEILING ASSEMBLIES, REFER TO SHEET A-004. E.ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. F. EXISTING CONSTRUCTION IS REPRESENTED IN HALFTONE. G.NEW CONSTRUCTION IS REPRESENTED IN BLACK. H.REFER TO ROOF DETAILS, SPECIFICATIONS, AND MANUFACTURER INFORMATION FOR ADDITIONAL INFORMATION ON ROOF PENETRATIONS. I.REFER TO SHEET A-002 FOR FIXTURE AND ACCESSORY MOUNTING DIMENSIONS. J.DOORS TO BE INSTALLED 4" OFF FACE OF ADJACENT WALL, UNLESS OTHERWISE NOTED. K.ALL FLOOR INFILL OR PENETRATIONS TO MAINTAIN 2 HOUR FLOOR SEPARATION. N A B C D KEY PLAN ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pr o j e c t T i t l e : Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N D R C H K A P V D AP V D B Y R E V I S I O N D A T E N O . ©J a c o b s 2 0 2 3 A L L R I G H T S R E S E R V E D 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM GENERAL NOTES THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF DAVID DUCKER, 003.0134526, IT IS NOT INTENDED FOR BIDDING, PERMITTING, OR CONSTRUCTION PURPOSES. JACOBS ENGINEERING GROUP INC. DESIGNER OF RECORD 04.05.24 4/4/2024 4:29:23 PM Autodesk Docs://US VT_E2X81910_BTV Project Next/E2X81910_BTV_ARCH_r23.rvt E2X81910 A-101 BT V P R O J E C T N E X T De s i g n e r A u t h o r C h e c k e r A p p r o v e r OV E R A L L P L A N - A P R O N L E V E L 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 60'15'30'0'15'30' 1" = 30'-0"A-101 APRON LEVEL - OVERALL A1 A 0 5 . 0 3 . 2 3 3 0 % D E S I G N B 1 2 . 1 5 . 2 3 6 0 % D E S I G N C 0 4 . 0 5 . 2 4 8 0 % D E S I G N E1 A-302 ________ -20 E1 A-311 ________ E2 A-312 ________ -21 E1 A-301 ________ B1 A-202 MECHANICAL 110 B1 A-402 D3 A-403 DD AA' -13.4 -14.6 -19 CC'DD'FF' -19.1 -19.4 ELEVATOR EL-1 STAIR 2 ST2-1 CONCESSIONS DELIVERIES 120 CIRCULATION 101 05 51 19 05 52 13 E1 A-312 ________ D2 A-314 ________ 3' - 4"2' - 8 1/4"12' - 3 1/4" A4 A-501 41 ' - 5 " EE'GG' 12N 110A -13.9 -16.2 330' - 1" 333' - 1" EW-01 MATCHLINE SEE SHEET A-101B D1 A-314 ________12N 13 0 E 115B BAGGAGE 130 2' - 6" STERILE VESTIBULE 115 12N 12N 12N 12N 12N 4' - 3" FIRE RISER 112 D1 A-501 A1 A-301 ________ E2 A-315 ________ B2 A-403 112 ELEVATOR MACHINE ROOM 111 130F -20.5 FS-01 120C 11 1 116 05 52 13 05 51 19 115A 120A 12 0 B A1 A-501 ST2-1A EW-02 12N 8' - 0 " 16 ' - 8 " 3'- 6 " 13 ' - 8 " 3' - 4 " 1' - 4 " 8'-8" 8'-0" 2'-8"9'-9"4'-3" 05 12 23.B 05 12 23.E 05 12 23.B 05 12 23.B 22 14 26.13.A 22 14 26.13.B 1' - 4 " 4'-4" DD.1 1'-0"13'-8"4'-3"23'-6"24'-3"37'-11"15'-0"2'-0" EW-05 8' - 9 1 / 4 " 2' - 11 1/2" 4' - 4 " 2' - 8 1 / 4 " EW-07 121 121 121 05 12 23.F 18 ' - 1 0 " 20 ' - 0 " 24 ' - 0 " 14 ' - 0 " 2' - 0 " 20 ' - 0 " 20 ' - 0 " 40 ' - 0 " 128 128 120 EXISTING WALL TO REMAIN 1 HOUR RATED PARTITION 2 HOUR RATED PARTITION NEW PARTITION FEC FIRE EXTINGUISHER CABINET FE FIRE EXTINGUISHER ON HOOK AED AUTOMATED EXTERNAL DEFIBRILLATOR NIC -NOT IN CONTRACT 3 HOUR RATED PARTITION A.EQUIPMENT AND DEVICES ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO EACH DISCIPLINE FOR DETAILS AND SCHEDULES. B.FOR EXTERIOR WALL, CURTAINWALL, ROOF, FLOOR, AND SOFFIT ASSEMBLIES, REFER TO SHEETS A-003 . C.ALL EXTERIOR WALL DIMENSIONS ARE TO EXTERIOR FINISH FACE OF CMU OR MASONRY UNLESS NOTED OTHERWISE. D.FOR ALL INTERIOR PARTITION, STOREFRONT, AND CEILING ASSEMBLIES, REFER TO SHEET A-004. E.ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. F. EXISTING CONSTRUCTION IS REPRESENTED IN HALFTONE. G.NEW CONSTRUCTION IS REPRESENTED IN BLACK. H.REFER TO ROOF DETAILS, SPECIFICATIONS, AND MANUFACTURER INFORMATION FOR ADDITIONAL INFORMATION ON ROOF PENETRATIONS. I.REFER TO SHEET A-002 FOR FIXTURE AND ACCESSORY MOUNTING DIMENSIONS. J.DOORS TO BE INSTALLED 4" OFF FACE OF ADJACENT WALL, UNLESS OTHERWISE NOTED. K.ALL FLOOR INFILL OR PENETRATIONS TO MAINTAIN 2 HOUR FLOOR SEPARATION. N A KEY PLAN SHEET KEYNOTES## ## ##### LEGENDS ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pr o j e c t T i t l e : Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N D R C H K A P V D AP V D B Y R E V I S I O N D A T E N O . ©J a c o b s 2 0 2 3 A L L R I G H T S R E S E R V E D 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM GENERAL NOTES THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF DAVID DUCKER, 003.0134526, IT IS NOT INTENDED FOR BIDDING, PERMITTING, OR CONSTRUCTION PURPOSES. JACOBS ENGINEERING GROUP INC. DESIGNER OF RECORD 04.05.24 4/4/2024 4:29:25 PM Autodesk Docs://US VT_E2X81910_BTV Project Next/E2X81910_BTV_ARCH_r23.rvt E2X81910 A-101A BT V P R O J E C T N E X T De s i g n e r A u t h o r C h e c k e r A p p r o v e r FL O O R P L A N A P R O N L E V E L - AR E A A 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 16'4'8'0'2'4'6'8' 1/8" = 1'-0"A-101A APRON LEVEL - AREA A A1 05 12 23.B STEEL CROSS BRACING, RE: STRUCTURAL 05 12 23.E STRUCTURAL STEEL COLUMN, RE: STRUCTURAL 05 12 23.F STRUCTURAL STEEL COLUMN WITH CONCRETE COVER, RE: STRUCTURAL 05 51 19 METAL GRATING STAIRS 05 52 13 PIPE AND TUBE RAILINGS 22 14 26.13.A ROOF DRAIN 22 14 26.13.B OVERFLOW ROOF DRAIN 120 MECHANICAL EQUIPMENT, RE: MECHANICAL 121 ELECTRICAL EQUIPMENT, RE:ELECTRICAL 128 DOWNSPOUT, RE:PLUMBING A 0 5 . 0 3 . 2 3 3 0 % D E S I G N B 1 2 . 1 5 . 2 3 6 0 % D E S I G N C 0 4 . 0 5 . 2 4 8 0 % D E S I G N DN E1 A-302 ________ B1 A-302 ________ E1 A-401 ________E1 A-301 ________ D 1 A -2 0 2 E5 A-401 S1 -7.2 S1.8S2.4S3S3.3S4S7 -10 DD AA' -11 -12.3 CC'DD'FF' S2.5 S.1 -8.2 S3.8 STAIR 1 ST1-1 130D 110B 10 5 C -9.4 -11.3 S1.7 -8.6 S3.6 105B MAIN ELECTRICAL 105 EMERG. ELEC 105A 105A FE FE E2 A-311 ________C4 A-551 EE'GG' -12.8 MATCHLINE SEE SHEET A-101A MATCHLINE AREA C -NOT USED 3 A-551 D3 A-314 ________ E3 A-311 ________ 130C 100 BAGGAGE 130 CIRCULATION 101 MECHANICAL 110 12N2 EW-01 330' - 1" 333' - 1" 4' - 3 " 8' - 7 " 12N2 12N2 EW-01 12N2 10' - 4 1/2" 1 0' - 1 1 " 9 ' - 4 " 12N 12N C1 A-301 ________ ST1-1B E3 A-315 ________ D1 A-403 140 1' - 2 " 2 8' - 1 0 " ST1-1A 130A 130BD4 A-551 EXISTING GAS SERVICE 140 E4 A-315 ________ E5 A-315 ________ D3 A-551 TYP 2" TYP L-01 14'-0" 2 '-0 " 1 7 '-6 " 1'-9 " 1'-9 " 1 2'-0 "V I F3'-3 3 /8 " 1 0 1 /2 " 1 2 ' - 0 " V I I F 9 ' - 6 1 /2 " 1 1 ' - 6 " 05 12 23.B 05 12 23.F 05 12 23.B DD.1 H 1'-0"13'-8"4'-3"23'-6"24'-3"37'-11"15'-0" 118 118 D4 A-551 SIM 7 ' - 4 " 3 ' - 0 " 8 ' - 3 " 12 ' - 9 1 / 4 " 05 12 23.E 121 121 E3 A-315 ________ 128 46 ' - 2 " 20 ' - 0 " 26 ' - 9 " 1 3 ' - 3 " 1 4 ' - 5 " 7' - 4 " 7' - 0 " 2 6 ' - 3 " 3' - 3 "1 7 ' - 4 "2 ' - 8 " 9' - 8 " 7 ' - 8 "8 ' - 6 " 4' - 0" 33 ' - 0 " 129 EXISTING WALL TO REMAIN 1 HOUR RATED PARTITION 2 HOUR RATED PARTITION NEW PARTITION FEC FIRE EXTINGUISHER CABINET FE FIRE EXTINGUISHER ON HOOK AED AUTOMATED EXTERNAL DEFIBRILLATOR NIC -NOT IN CONTRACT 3 HOUR RATED PARTITION A.EQUIPMENT AND DEVICES ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO EACH DISCIPLINE FOR DETAILS AND SCHEDULES. B.FOR EXTERIOR WALL, CURTAINWALL, ROOF, FLOOR, AND SOFFIT ASSEMBLIES, REFER TO SHEETS A-003 . C.ALL EXTERIOR WALL DIMENSIONS ARE TO EXTERIOR FINISH FACE OF CMU OR MASONRY UNLESS NOTED OTHERWISE. D.FOR ALL INTERIOR PARTITION, STOREFRONT, AND CEILING ASSEMBLIES, REFER TO SHEET A-004. E.ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. F. EXISTING CONSTRUCTION IS REPRESENTED IN HALFTONE. G.NEW CONSTRUCTION IS REPRESENTED IN BLACK. H.REFER TO ROOF DETAILS, SPECIFICATIONS, AND MANUFACTURER INFORMATION FOR ADDITIONAL INFORMATION ON ROOF PENETRATIONS. I.REFER TO SHEET A-002 FOR FIXTURE AND ACCESSORY MOUNTING DIMENSIONS. J.DOORS TO BE INSTALLED 4" OFF FACE OF ADJACENT WALL, UNLESS OTHERWISE NOTED. K.ALL FLOOR INFILL OR PENETRATIONS TO MAINTAIN 2 HOUR FLOOR SEPARATION. N B KEY PLAN SHEET KEYNOTES## ## ##### LEGENDS ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pr o j e c t T i t l e : Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N D R C H K A P V D AP V D B Y R E V I S I O N D A T E N O . ©J a c o b s 2 0 2 3 A L L R I G H T S R E S E R V E D 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM GENERAL NOTES THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF DAVID DUCKER, 003.0134526, IT IS NOT INTENDED FOR BIDDING, PERMITTING, OR CONSTRUCTION PURPOSES. JACOBS ENGINEERING GROUP INC. DESIGNER OF RECORD 04.05.24 4/4/2024 4:29:32 PM Autodesk Docs://US VT_E2X81910_BTV Project Next/E2X81910_BTV_ARCH_r23.rvt E2X81910 A-101B BT V P R O J E C T N E X T De s i g n e r A u t h o r C h e c k e r A p p r o v e r FL O O R P L A N A P R O N L E V E L - AR E A B 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 16'4'8'0'2'4'6'8' 1/8" = 1'-0"A-101B APRON LEVEL - AREA B A1 05 12 23.B STEEL CROSS BRACING, RE: STRUCTURAL 05 12 23.E STRUCTURAL STEEL COLUMN, RE: STRUCTURAL 05 12 23.F STRUCTURAL STEEL COLUMN WITH CONCRETE COVER, RE: STRUCTURAL 118 ALIGN NEW FIRE SHUTTER WITH EXISTING OPENING 121 ELECTRICAL EQUIPMENT, RE:ELECTRICAL 128 DOWNSPOUT, RE:PLUMBING 129 NEW PASSENGER BOARDING BRIDGE A 0 5 . 0 3 . 2 3 3 0 % D E S I G N B 1 2 . 1 5 . 2 3 6 0 % D E S I G N C 0 4 . 0 5 . 2 4 8 0 % D E S I G N DN DN SOUTH RENOVATION AREA 116 A.EQUIPMENT AND DEVICES ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO EACH DISCIPLINE FOR DETAILS AND SCHEDULES. B.FOR EXTERIOR WALL, CURTAINWALL, ROOF, FLOOR, AND SOFFIT ASSEMBLIES, REFER TO SHEETS A-003 . C.ALL EXTERIOR WALL DIMENSIONS ARE TO EXTERIOR FINISH FACE OF CMU OR MASONRY UNLESS NOTED OTHERWISE. D.FOR ALL INTERIOR PARTITION, STOREFRONT, AND CEILING ASSEMBLIES, REFER TO SHEET A-004. E.ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. F. EXISTING CONSTRUCTION IS REPRESENTED IN HALFTONE. G.NEW CONSTRUCTION IS REPRESENTED IN BLACK. H.REFER TO ROOF DETAILS, SPECIFICATIONS, AND MANUFACTURER INFORMATION FOR ADDITIONAL INFORMATION ON ROOF PENETRATIONS. I.REFER TO SHEET A-002 FOR FIXTURE AND ACCESSORY MOUNTING DIMENSIONS. J.DOORS TO BE INSTALLED 4" OFF FACE OF ADJACENT WALL, UNLESS OTHERWISE NOTED. K.ALL FLOOR INFILL OR PENETRATIONS TO MAINTAIN 2 HOUR FLOOR SEPARATION. N A B C D KEY PLAN ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pr o j e c t T i t l e : Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N D R C H K A P V D AP V D B Y R E V I S I O N D A T E N O . ©J a c o b s 2 0 2 3 A L L R I G H T S R E S E R V E D 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM GENERAL NOTES THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF DAVID DUCKER, 003.0134526, IT IS NOT INTENDED FOR BIDDING, PERMITTING, OR CONSTRUCTION PURPOSES. JACOBS ENGINEERING GROUP INC. DESIGNER OF RECORD 04.05.24 4/4/2024 4:29:40 PM Autodesk Docs://US VT_E2X81910_BTV Project Next/E2X81910_BTV_ARCH_r23.rvt E2X81910 A-102 BT V P R O J E C T N E X T De s i g n e r A u t h o r C h e c k e r A p p r o v e r OV E R A L L P L A N - C O N C O U R S E LE V E L 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 16'4'8'0'2'4'6'8' 1" = 30'-0"A-102 CONCOURSE LEVEL - OVERALL A1 A 0 5 . 0 3 . 2 3 3 0 % D E S I G N B 1 2 . 1 5 . 2 3 6 0 % D E S I G N C 0 4 . 0 5 . 2 4 8 0 % D E S I G N T30T30 E1 A-302 ________ -20 HOLD ROOM 231 HOLD ROOM 233 WOMENS RESTROOM 216 E1 A-311 ________ E2 A-312 ________ -21 E1 A-301 ________ FAMILY RESTROOM 217 MEN'S RESTROOM 215 TELECOM ROOM 213 FAMILY RESTROOM 214 CIRCULATION 220 21 3 221B D1 I-412 B3 A-402 B1 A-202 DD AA' -13.4 -14.6 -19 CC'DD'FF' -19.1 -19.4 VESTIBULE 221 3G 2 345' - 1 1/2" 05 51 19 05 52 13 E1 A-313 ________ E1 A-312 ________ D2 A-314 ________ A4 A-502 18 ' - 1 0 " 20 ' - 0 " 24 ' - 0 " 14 ' - 0 " 2' - 0 " 20 ' - 0 " EE'GG' -13.9 -16.2 CW-01 MATCHLINE SEE SHEET A-102B D1 A-314 ________ CW-01 HOLD ROOM 232 A1 A-502 2' - 0 " 2' - 0 " A3 A-502 A2 A-502 05 12 23.B 05 12 23.B ST B-2 232 ST A-2 230 ELEVATOR EL-2 HOLD ROOM 230 OPEN SEATING 210 ELEC 212 OPEN SEATING 225 HALLWAY 211 22 4 JANITOR 224 1' - 6" C1 A-404 E1 A-404 I-301 E5 E1 E3C5 E4 I-414 345' - 1 1/2" 212 A1 A-301 ________ E2 A-315 ________ E1 A-315 ________ I-302C3 I-302 1G -20.5 B3 A-502 B3 A-403 ST2-2 22 3 CHASE 207 STERILE VESTIBULE 223 1' - 1"105' - 10" 2G 22 2 STORAGE 222 23 37 13.A B1 A-416 A-416 B2 221A CW-01 STAIR 2 ST2-2 FEC A1 A-416 228 13N3 21 7 B2 A-502 23 37 13.A 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " DD.1 I-301 C1 B5 C3 I-301 B4 E2 I-303E4 E6 E3 2' - 0"2' - 0"2' - 6"2' - 9 1/4"19' - 5 3/4" ALIGN ALIGN 129 129 1' - 0"13' - 8"4' - 3"23' - 6"24' - 3"37' - 11"15' - 0" A.EQUIPMENT AND DEVICES ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO EACH DISCIPLINE FOR DETAILS AND SCHEDULES. B.FOR EXTERIOR WALL, CURTAINWALL, ROOF, FLOOR, AND SOFFIT ASSEMBLIES, REFER TO SHEETS A-003 . C.ALL EXTERIOR WALL DIMENSIONS ARE TO EXTERIOR FINISH FACE OF CMU OR MASONRY UNLESS NOTED OTHERWISE. D.FOR ALL INTERIOR PARTITION, STOREFRONT, AND CEILING ASSEMBLIES, REFER TO SHEET A-004. E.ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. F. EXISTING CONSTRUCTION IS REPRESENTED IN HALFTONE. G.NEW CONSTRUCTION IS REPRESENTED IN BLACK. H.REFER TO ROOF DETAILS, SPECIFICATIONS, AND MANUFACTURER INFORMATION FOR ADDITIONAL INFORMATION ON ROOF PENETRATIONS. I.REFER TO SHEET A-002 FOR FIXTURE AND ACCESSORY MOUNTING DIMENSIONS. J.DOORS TO BE INSTALLED 4" OFF FACE OF ADJACENT WALL, UNLESS OTHERWISE NOTED. K.ALL FLOOR INFILL OR PENETRATIONS TO MAINTAIN 2 HOUR FLOOR SEPARATION. EXISTING WALL TO REMAIN 1 HOUR RATED PARTITION 2 HOUR RATED PARTITION NEW PARTITION FEC FIRE EXTINGUISHER CABINET FE FIRE EXTINGUISHER ON HOOK AED AUTOMATED EXTERNAL DEFIBRILLATOR NIC -NOT IN CONTRACT 3 HOUR RATED PARTITION N A KEY PLAN SHEET KEYNOTES## ## ##### LEGENDS ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pr o j e c t T i t l e : Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N D R C H K A P V D AP V D B Y R E V I S I O N D A T E N O . ©J a c o b s 2 0 2 3 A L L R I G H T S R E S E R V E D 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM GENERAL NOTES THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF DAVID DUCKER, 003.0134526, IT IS NOT INTENDED FOR BIDDING, PERMITTING, OR CONSTRUCTION PURPOSES. JACOBS ENGINEERING GROUP INC. DESIGNER OF RECORD 04.05.24 4/4/2024 4:29:44 PM Autodesk Docs://US VT_E2X81910_BTV Project Next/E2X81910_BTV_ARCH_r23.rvt E2X81910 A-102A BT V P R O J E C T N E X T De s i g n e r A u t h o r C h e c k e r A p p r o v e r FL O O R P L A N C O N C O U R S E LE V E L - A R E A A 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 16'4'8'0'2'4'6'8' 1/8" = 1'-0"A-102A CONCOURSE LEVEL - AREA A A1 05 12 23.B STEEL CROSS BRACING, RE: STRUCTURAL 05 51 19 METAL GRATING STAIRS 05 52 13 PIPE AND TUBE RAILINGS 23 37 13.A FLOOR REGISTER, RE: MECHANICAL 129 NEW PASSENGER BOARDING BRIDGE A 0 5 . 0 3 . 2 3 3 0 % D E S I G N B 1 2 . 1 5 . 2 3 6 0 % D E S I G N C 0 4 . 0 5 . 2 4 8 0 % D E S I G N T 3 0 T 4 5 E1 A-302 ________ B1 A-302 ________ HOLD ROOM 234 OPEN SEATING 204 E1 A-301 ________ ELEC 202 HOLD ROOM 235 C5 A-401 D 1 A -2 0 2 S1 -7.2 S1.8S2.4S3S3.3S4S7 -10 DD AA' -11 -12.3 CC'DD'FF' S2.5 S.1 -8.2 S3.8 236 -9.4 -11.3 S1.7 -8.6 S3.6 PET RELIEF 205 B4 A-551 E2 A-311 ________ EE'GG' -12.8 MATCHLINE SEE SHEET A-102A MATCHLINE SEE SHEET A-102C 1 7 ' - 1 0 1 / 2 " 3 4' - 10 1/ 2 " D3 A-314 ________ E3 A-311 ________ C3 A-502 B4 A-502 20 2 TELECOM 203 1' - 3 " 1' - 3 " STAIR 1 ST1-2 200 STORAGE 201 HALLWAY 200 HALLWAY 206 HOLD ROOM 236 C4 A-404 EW-02 C1 A-301 ________ ST1-2 20 3 201 206 235A 235B 234 B5 A-551 205 E4 A-315 ________ E5 A-315 ________ GFB ST C-2 I-303 D5 D3 I-303 B2 B1 A-416 DD.1 H B5 D1 I-302 A6 121 126 D2 6 " 6' - 7 1 / 2 " 05 12 23.B 03 30 00.B 03 30 00.B 129 129 1 ' - 2 " 2 8 ' - 1 0 " 2 6 ' - 3 " 3 ' - 3 "1 7 ' - 4 "2 ' - 8 " 9 ' - 8 " 7 ' - 8 "8' - 6 " 4 ' - 0 " 46 ' - 2 " 20 ' - 0 " 2 6 ' - 9 " 1 3 ' - 3 " 1 4' - 5 " 7 ' - 4 " 7' - 0 " 2' - 0 " 18 ' - 0 " 2'-0" 121 1' - 0"13' - 8"4' - 3"23' - 6"24' - 3"37' - 11"15' - 0" A.EQUIPMENT AND DEVICES ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO EACH DISCIPLINE FOR DETAILS AND SCHEDULES. B.FOR EXTERIOR WALL, CURTAINWALL, ROOF, FLOOR, AND SOFFIT ASSEMBLIES, REFER TO SHEETS A-003 . C.ALL EXTERIOR WALL DIMENSIONS ARE TO EXTERIOR FINISH FACE OF CMU OR MASONRY UNLESS NOTED OTHERWISE. D.FOR ALL INTERIOR PARTITION, STOREFRONT, AND CEILING ASSEMBLIES, REFER TO SHEET A-004. E.ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. F. EXISTING CONSTRUCTION IS REPRESENTED IN HALFTONE. G.NEW CONSTRUCTION IS REPRESENTED IN BLACK. H.REFER TO ROOF DETAILS, SPECIFICATIONS, AND MANUFACTURER INFORMATION FOR ADDITIONAL INFORMATION ON ROOF PENETRATIONS. I.REFER TO SHEET A-002 FOR FIXTURE AND ACCESSORY MOUNTING DIMENSIONS. J.DOORS TO BE INSTALLED 4" OFF FACE OF ADJACENT WALL, UNLESS OTHERWISE NOTED. K.ALL FLOOR INFILL OR PENETRATIONS TO MAINTAIN 2 HOUR FLOOR SEPARATION. EXISTING WALL TO REMAIN 1 HOUR RATED PARTITION 2 HOUR RATED PARTITION NEW PARTITION FEC FIRE EXTINGUISHER CABINET FE FIRE EXTINGUISHER ON HOOK AED AUTOMATED EXTERNAL DEFIBRILLATOR NIC -NOT IN CONTRACT 3 HOUR RATED PARTITION N B KEY PLAN SHEET KEYNOTES## ## ##### LEGENDS ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pr o j e c t T i t l e : Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N D R C H K A P V D AP V D B Y R E V I S I O N D A T E N O . ©J a c o b s 2 0 2 3 A L L R I G H T S R E S E R V E D 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM GENERAL NOTES THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF DAVID DUCKER, 003.0134526, IT IS NOT INTENDED FOR BIDDING, PERMITTING, OR CONSTRUCTION PURPOSES. JACOBS ENGINEERING GROUP INC. DESIGNER OF RECORD 04.05.24 4/4/2024 4:29:51 PM Autodesk Docs://US VT_E2X81910_BTV Project Next/E2X81910_BTV_ARCH_r23.rvt E2X81910 A-102B BT V P R O J E C T N E X T De s i g n e r A u t h o r C h e c k e r A p p r o v e r FL O O R P L A N C O N C O U R S E LE V E L - A R E A B 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 16'4'8'0'2'4'6'8' 1/8" = 1'-0"A-102B CONCOURSE LEVEL - AREA B A1 03 30 00.B CONSTRUCTION JOINT 05 12 23.B STEEL CROSS BRACING, RE: STRUCTURAL 121 ELECTRICAL EQUIPMENT, RE:ELECTRICAL 126 MAMAVA POD - NOT IN SCOPE, SHOWN FOR REFERENCE ONLY 129 NEW PASSENGER BOARDING BRIDGE A 0 5 . 0 3 . 2 3 3 0 % D E S I G N B 1 2 . 1 5 . 2 3 6 0 % D E S I G N C 0 4 . 0 5 . 2 4 8 0 % D E S I G N A.EQUIPMENT AND DEVICES ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO EACH DISCIPLINE FOR DETAILS AND SCHEDULES. B.FOR EXTERIOR WALL, CURTAINWALL, ROOF, FLOOR, AND SOFFIT ASSEMBLIES, REFER TO SHEETS A-003 . C.ALL EXTERIOR WALL DIMENSIONS ARE TO EXTERIOR FINISH FACE OF CMU OR MASONRY UNLESS NOTED OTHERWISE. D.FOR ALL INTERIOR PARTITION, STOREFRONT, AND CEILING ASSEMBLIES, REFER TO SHEET A-004. E.ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. F. EXISTING CONSTRUCTION IS REPRESENTED IN HALFTONE. G.NEW CONSTRUCTION IS REPRESENTED IN BLACK. H.REFER TO ROOF DETAILS, SPECIFICATIONS, AND MANUFACTURER INFORMATION FOR ADDITIONAL INFORMATION ON ROOF PENETRATIONS. I.REFER TO SHEET A-002 FOR FIXTURE AND ACCESSORY MOUNTING DIMENSIONS. J.DOORS TO BE INSTALLED 4" OFF FACE OF ADJACENT WALL, UNLESS OTHERWISE NOTED. K.ALL FLOOR INFILL OR PENETRATIONS TO MAINTAIN 2 HOUR FLOOR SEPARATION. N SHEET KEYNOTES## ## ##### LEGENDS ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N D R C H K A P V D AP V D B Y R E V I S I O N D A T E N O . ©J a c o b s 2 0 2 3 A L L R I G H T S R E S E R V E D 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM GENERAL NOTES THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF DAVID DUCKER, 003.0134526, IT IS NOT INTENDED FOR BIDDING, PERMITTING, OR CONSTRUCTION PURPOSES. JACOBS ENGINEERING GROUP INC. DESIGNER OF RECORD 04.05.24 4/4/2024 4:30:06 PM Autodesk Docs://US VT_E2X81910_BTV Project Next/E2X81910_BTV_ARCH_r23.rvt E2X81910 A-103 BT V P R O J E C T N E X T De s i g n e r A u t h o r C h e c k e r A p p r o v e r OV E R A L L P L A N - A D M I N L E V E L 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 16'4'8'0'2'4'6'8' 1" = 30'-0"A-103 LEVEL 3 -OVERALLA1 A 0 5 . 0 3 . 2 3 3 0 % D E S I G N B 1 2 . 1 5 . 2 3 6 0 % D E S I G N C 0 4 . 0 5 . 2 4 8 0 % D E S I G N E1 A-302 ________ -20 E1 A-311 ________ E2 A-312 ________ -21 E1 A-301 ________ B1 A-202 DD AA' -13.4 -14.6 -19 CC'DD'FF' -19.1 -19.4 E1 I-413 B5 A-402 ELEVATOR EL-3 STAIR 2 ST2-3 PUBLIC SPACE 337 E1 A-312 ________ D2 A-314 ________ 18 ' - 1 0 " 20 ' - 0 " 24 ' - 0 " 14 ' - 0 " 2' - 0 " 20 ' - 0 " A2 A-103A 1/4" / 12" 1/4" / 12" 1/ 4 " / 1 2 " TYP. LOW POINT OUTDOOR PATIO HIDDEN FOR CLARITY, RE: ENLARGED PLAN 1/4" / 12" 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 364' - 11 1/2" RIDGE RIDGE RI D G E RIDGE 368' - 3" TO METAL STUD FEC OFFICE 321 OFFICE 320 OFFICE 319 OFFICE 315 OFFICE 314 OFFICE 313 2G -S2G -S A3 A-503 EE'GG' A2 A-503 OP E N T O B E L O W A-230C1 C2 A-503 2G -S 2G -S 2G -S 2G -S 2G -S 2G -S 2G -S B3 A-503 -13.9 -16.2 11 ' - 9 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " MATCHLINE SEE SHEET A-103B CW-01 CW-01 D1 A-314 ________ I-305 E6 I-305 E3 321 320 319 313 314 315 HUDDLE ROOM 312 312 ADMIN 310 31 1 RR 336 RR 334 RR 331 RR 332 CLOSET 333 BREAK ROOM 311 33 7 A I-305C3 337B I-305 B3B1 CW-01 10 22 19.13 CW-01 I-305 C5 367' - 1" A1 A-301 ________ E1 A-315 ________ E1 I-305 C2 I-302C3 I-302 C1 SF-01 -20.5 23 37 13.A 07 72 43 A3 A-403 330A RR 335 31 0 33 1 33 2 33 3 33 6 33 5 33 4 C6 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/4" / 12"1/4" / 12" E4 2'-0" 1/ 4 " / 1 2 " 1/4" / 12"1/4" / 12" 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/4" / 12"1/4" / 12" 1/ 4 " / 1 2 " 1/4" / 12"1/4" / 12" 1/ 4 " / 1 2 " 1/4" / 12" B2 A-503 330 8' - 3"8' - 5" 1' - 1" 4' - 6"3' - 0"10' - 0"10' - 0"6' - 0"4' - 0"9' - 11" A-230A1 1'-1 3/4" C1 A-315 ________ C2 A-315 ________ TYP. TYP. DD.1 SF-01 E2 1' - 0"13' - 8"4' - 3"23' - 6"24' - 3"37' - 11"15' - 0" 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " EXISTING WALL TO REMAIN 1 HOUR RATED PARTITION 2 HOUR RATED PARTITION NEW PARTITION FEC FIRE EXTINGUISHER CABINET FE FIRE EXTINGUISHER ON HOOK AED AUTOMATED EXTERNAL DEFIBRILLATOR NIC -NOT IN CONTRACT 3 HOUR RATED PARTITION -20 E2 A-312 ________ -19 DD'FF' -19.1 -19.4 24' - 3" EE' 07 54 23.F B4 A-513 ________ 10 PAVERS @ 24" 20' - 0 1/4" 41 ' - 9 " 13 PAVERS @ 24" 28' - 3 1/4" 14' - 4 1/4"11' - 7 3/4" 23 PAVERS @ 24" 48' - 3 1/2"2' - 2 3/4" 32 94 33.A 32 94 33.B -20.5 60 ' - 4 1 / 2 " 11 ' - 6 1 / 2 " 6 1 / 2 " 366' - 6" 365' - 11" 367' - 1" 2' - 8 " 2' - 8 " 5' - 0 " 8' - 0 " 2'-6" E3 I-605 E3 I-605 2'-6" 8' - 0 " E1 I-605 2' - 6 " 7' - 0" 4' - 6" 5' - 4 " 2'-6" 7'- 1 0 " D5 I-605 E5 I-605 37' - 11" 2' - 0 " 14 ' - 0 " 24 ' - 0 " 20 ' - 0 " 14' - 4 1/4"11' - 7 3/4" A.EQUIPMENT AND DEVICES ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO EACH DISCIPLINE FOR DETAILS AND SCHEDULES. B.FOR EXTERIOR WALL, CURTAINWALL, ROOF, FLOOR, AND SOFFIT ASSEMBLIES, REFER TO SHEETS A-003 . C.ALL EXTERIOR WALL DIMENSIONS ARE TO EXTERIOR FINISH FACE OF CMU OR MASONRY UNLESS NOTED OTHERWISE. D.FOR ALL INTERIOR PARTITION, STOREFRONT, AND CEILING ASSEMBLIES, REFER TO SHEET A-004. E.ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. F. EXISTING CONSTRUCTION IS REPRESENTED IN HALFTONE. G.NEW CONSTRUCTION IS REPRESENTED IN BLACK. H.REFER TO ROOF DETAILS, SPECIFICATIONS, AND MANUFACTURER INFORMATION FOR ADDITIONAL INFORMATION ON ROOF PENETRATIONS. I.REFER TO SHEET A-002 FOR FIXTURE AND ACCESSORY MOUNTING DIMENSIONS. J.DOORS TO BE INSTALLED 4" OFF FACE OF ADJACENT WALL, UNLESS OTHERWISE NOTED. K.ALL FLOOR INFILL OR PENETRATIONS TO MAINTAIN 2 HOUR FLOOR SEPARATION. N A KEY PLAN SHEET KEYNOTES## ## ##### LEGENDS ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pr o j e c t T i t l e : Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N D R C H K A P V D AP V D B Y R E V I S I O N D A T E N O . ©J a c o b s 2 0 2 3 A L L R I G H T S R E S E R V E D 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM GENERAL NOTES THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF DAVID DUCKER, 003.0134526, IT IS NOT INTENDED FOR BIDDING, PERMITTING, OR CONSTRUCTION PURPOSES. JACOBS ENGINEERING GROUP INC. DESIGNER OF RECORD 04.05.24 4/4/2024 4:30:12 PM Autodesk Docs://US VT_E2X81910_BTV Project Next/E2X81910_BTV_ARCH_r23.rvt E2X81910 A-103A BT V P R O J E C T N E X T De s i g n e r A u t h o r C h e c k e r A p p r o v e r FL O O R P L A N A D M I N L E V E L - AR E A A 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 16'4'8'0'2'4'6'8' 1/8" = 1'-0"A-103A ADMIN LEVEL - AREA A A1 07 54 23.F ROOF PAVER 07 72 43 ROOF WALK BOARDS 10 22 19.13 DEMOUNTABLE METAL PARTITIONS 23 37 13.A FLOOR REGISTER, RE: MECHANICAL 32 94 33.A MODULAR PLANTERS, INTEGRATED WITH ROOF DECK PEDESTAL SYSTEM 32 94 33.B EXIT GATE 16'4'8'0'2'4'6'8' 1/8" = 1'-0"A-103A A-103A ADMIN LEVEL - ENLARGED PLAN - ROOF PATIOA2 A 0 5 . 0 3 . 2 3 3 0 % D E S I G N B 1 2 . 1 5 . 2 3 6 0 % D E S I G N C 0 4 . 0 5 . 2 4 8 0 % D E S I G N UP E1 A-302 ________ B1 A-302 ________ E1 A-301 ________ D 1 A -2 0 2 S1 -7.2 S1.8S2.4S3S3.3S4S7 -10 DD AA' -11 -12.3 CC'DD'FF' S2.5 S.1 -8.2 S3.8 -11.3 S1.7 -8.6 S3.6 STAIR 1 ST1-3 CHASE 301 FEC OFFICE 317 OFFICE 318 OFFICE 316 ELEC CLOSET 304 1 / 4 " / 1 2 " 1/4" / 12" 1/4" / 12" 1/4" / 12" 1 / 2 " / 1 2 " 1/4" / 12" 1 / 4 " / 1 2 " 1 /4 " / 1 2 " 1/4" / 12" 1/2" / 12" 3/8" / 12" 3/8 " / 1 2" 1 /4 " / 1 2 " 1 /4 " / 1 2 " 3/8" / 12" RIDGE R I D G E R I D G E R I D G E R I D G E E2 A-311 ________ A4 A-551 A3 A-503 EE'GG' OH D3 A-503 -12.8 A5 A-401 5' - 11 1/2"10' - 0"10' - 0" 3' - 8 1/2"1' - 6" 5' - 0"10' - 0"6' - 0"4' - 0"9' - 11" 11 ' - 9 " 10 ' - 0 " MATCHLINE AREA C -NOT USED MATCHLINE SEE SHEET A-103A D3 A-314 ________ E3 A-311 ________ I-305 A6 319 302 304 316 317 318 ST 1 - 3 A IDF 302 PRINT 303 C1 A-301 ________ 364' - 11 1/2" ST1-3B E5 A-404 B1 A-203 B1 A-513 ________ 07 72 43 SF-01 A2 A-503 OH A-230A1 1' - 3 " B2 A-553 ________ DD.1 H 2G 2G SF-01 SF-01 SF-01 1' - 0"13' - 8"4' - 3"23' - 6"24' - 3"37' - 11"15' - 0" 2 6 ' - 9 " 27 ' - 8 " 7' - 4" 7 ' - 0 " 46 ' - 2 " 20 ' - 0 " 1' - 2 " 2 8' - 1 0 " 2 6 ' - 3 " 3' - 3 "1 7 ' - 4 " 2 ' - 8 " 9' - 8 "7' - 8 " 3' - 8 " 8' - 6" 4' - 0 " 3 3 ' - 0" EXISTING WALL TO REMAIN 1 HOUR RATED PARTITION 2 HOUR RATED PARTITION NEW PARTITION FEC FIRE EXTINGUISHER CABINET FE FIRE EXTINGUISHER ON HOOK AED AUTOMATED EXTERNAL DEFIBRILLATOR NIC -NOT IN CONTRACT 3 HOUR RATED PARTITION A.EQUIPMENT AND DEVICES ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO EACH DISCIPLINE FOR DETAILS AND SCHEDULES. B.FOR EXTERIOR WALL, CURTAINWALL, ROOF, FLOOR, AND SOFFIT ASSEMBLIES, REFER TO SHEETS A-003 . C.ALL EXTERIOR WALL DIMENSIONS ARE TO EXTERIOR FINISH FACE OF CMU OR MASONRY UNLESS NOTED OTHERWISE. D.FOR ALL INTERIOR PARTITION, STOREFRONT, AND CEILING ASSEMBLIES, REFER TO SHEET A-004. E.ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. F. EXISTING CONSTRUCTION IS REPRESENTED IN HALFTONE. G.NEW CONSTRUCTION IS REPRESENTED IN BLACK. H.REFER TO ROOF DETAILS, SPECIFICATIONS, AND MANUFACTURER INFORMATION FOR ADDITIONAL INFORMATION ON ROOF PENETRATIONS. I.REFER TO SHEET A-002 FOR FIXTURE AND ACCESSORY MOUNTING DIMENSIONS. J.DOORS TO BE INSTALLED 4" OFF FACE OF ADJACENT WALL, UNLESS OTHERWISE NOTED. K.ALL FLOOR INFILL OR PENETRATIONS TO MAINTAIN 2 HOUR FLOOR SEPARATION. N B KEY PLAN SHEET KEYNOTES## ## ##### LEGENDS ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pr o j e c t T i t l e : Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N D R C H K A P V D AP V D B Y R E V I S I O N D A T E N O . ©J a c o b s 2 0 2 3 A L L R I G H T S R E S E R V E D 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM GENERAL NOTES THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF DAVID DUCKER, 003.0134526, IT IS NOT INTENDED FOR BIDDING, PERMITTING, OR CONSTRUCTION PURPOSES. JACOBS ENGINEERING GROUP INC. DESIGNER OF RECORD 04.05.24 4/4/2024 4:30:15 PM Autodesk Docs://US VT_E2X81910_BTV Project Next/E2X81910_BTV_ARCH_r23.rvt E2X81910 A-103B BT V P R O J E C T N E X T De s i g n e r A u t h o r C h e c k e r A p p r o v e r FL O O R P L A N A D M I N L E V E L - AR E A B 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 16'4'8'0'2'4'6'8' 1/8" = 1'-0"A-103B ADMIN LEVEL - AREA B A1 07 72 43 ROOF WALK BOARDS A 0 5 . 0 3 . 2 3 3 0 % D E S I G N B 1 2 . 1 5 . 2 3 6 0 % D E S I G N C 0 4 . 0 5 . 2 4 8 0 % D E S I G N CONCOURSE LEVEL +345' -1 1/4" SECOND FLOOR +347' -1 1/4" ADMIN LEVEL +367' -1 1/4" APRON LEVEL +333' -1 1/4" HIGH ROOF +379' -5 1/4" -20 -21-11 -12 -13 -14 -15 -16 -17 -18-12.3 -13.4 -14.6 -19 -19.1 -19.4-16.2-12.8 A1 A-301 ________ -20.5-12.2 B1 A-202 D1 A-202 MA T C H L I N E SE E S H E E T A -20 2 ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N D R C H K A P V D AP V D B Y R E V I S I O N D A T E N O . ©J a c o b s 2 0 2 3 A L L R I G H T S R E S E R V E D 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF DAVID DUCKER, 003.0134526, IT IS NOT INTENDED FOR BIDDING, PERMITTING, OR CONSTRUCTION PURPOSES. JACOBS ENGINEERING GROUP INC. DESIGNER OF RECORD 04.05.24 4/4/2024 4:30:31 PM Autodesk Docs://US VT_E2X81910_BTV Project Next/E2X81910_BTV_ARCH_r23.rvt E2X81910 A-201 BT V P R O J E C T N E X T De s i g n e r A u t h o r C h e c k e r A p p r o v e r EL E V A T I O N S - E A S T O V E R A L L 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 4'0"1'2'6"12"18"24" 3/32" = 1'-0"A-101 A-201 EAST OVERALL ELEVATIONE2 A 1 2 . 1 5 . 2 3 6 0 % D E S I G N B 0 4 . 0 5 . 2 4 8 0 % D E S I G N CONCOURSE LEVEL +345' -1 1/4" SECOND FLOOR +347' -1 1/4" ADMIN LEVEL +367' -1 1/4" APRON LEVEL +333' -1 1/4" HIGH ROOF +379' -5 1/4" -20 E2 A-312 ________ -21-12.3 -13.4 -14.6 -19 -19.1 -19.4 CW-01 368' - 3" E1 A-312 ________B1 A-221 A1 A-221 E1 A-221 D1 A-221 12 ' - 4 " 20 ' - 0 " 2' - 0 " 12 ' - 0 " -13.9 -16.2-12.8 230ST A-2ST B-2 232 05 52 13 05 51 19 26 56 13 03 30 53 05 52 13 05 51 19 A1 A-301 ________ -20.5 C1 A-315 ________C2 A-315 ________ 20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"2'-0"14'-0"24'-0"20'-0"18'-10" 121 121 MA T C H L I N E D1 / A -20 2 128 CONCOURSE LEVEL +345' -1 1/4" SECOND FLOOR +347' -1 1/4" ADMIN LEVEL +367' -1 1/4" APRON LEVEL +333' -1 1/4" HIGH ROOF +379' -5 1/4" -7.2 -10-8.2 -9.4 -11.3-8.6 CW-01 EW-01 EW-02 CW-01 A1 A-222 12 ' - 4 " 20 ' - 0 " 2' - 0 " 12 ' - 0 " 130D 130C 03 30 53 236 C1 A-301 ________ E3 A-315 ________ 05 51 19 CW-01 ST C-2 234 26 56 13 26' - 9"13' - 3"14' - 5"7' - 4"7' - 0" MA T C H L I N E B1 / A -20 2 07 95 13.16121 1. REFER TO A-003 FOR EXTERIOR WALL, CURTAIN WALL, FLOOR, AND ROOF ASSEMBLIES DESCRIPTIONS. 2. REFER TO A-221 -A-223 FOR ENLARGED CURTAIN WALL ELEVATIONS AND DETAIL CALLOUTS. 3. REFER TO WALL SECTIONS A-311 -A-315 FOR VERTICAL EXTENTS OF SYSTEMS AND DETAIL CALLOUTS 4. REFER TO FLOOR PLANS AND DOOR SCHEDULE FOR DOOR AND FRAME TYPES 5. REFER TO APRON LEVEL PLANS FOR BOLLARD LOCATIONS GL-03 (CLEAR) GL-02 (FRITTED) EXTERIOR MATERIAL TYPES CONCRETE EW-01 EW-02 AREA NOT IN SCOPE N SHEET KEYNOTES## ## ##### LEGENDS ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N D R C H K A P V D AP V D B Y R E V I S I O N D A T E N O . ©J a c o b s 2 0 2 3 A L L R I G H T S R E S E R V E D 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM GENERAL NOTES THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF DAVID DUCKER, 003.0134526, IT IS NOT INTENDED FOR BIDDING, PERMITTING, OR CONSTRUCTION PURPOSES. JACOBS ENGINEERING GROUP INC. DESIGNER OF RECORD 04.05.24 4/4/2024 4:30:37 PM Autodesk Docs://US VT_E2X81910_BTV Project Next/E2X81910_BTV_ARCH_r23.rvt E2X81910 A-202 BT V P R O J E C T N E X T De s i g n e r A u t h o r C h e c k e r A p p r o v e r EL E V A T I O N S - P A R T I A L 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 16'4'8'0'2'4'6'8' 1/8" = 1'-0"A-101 A-202 EAST ELEVATION - PARTIAL NORTH B1 16'4'8'0'2'4'6'8' 1/8" = 1'-0"A-101 A-202 EAST ELEVATION - PARTIAL SOUTH D1 03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE 05 51 19 METAL GRATING STAIRS 05 52 13 PIPE AND TUBE RAILINGS 07 95 13.16 EXTERIOR EXPANSION JOINT COVER 26 56 13 LIGHTING POLES AND STANDARDS 121 ELECTRICAL EQUIPMENT, RE:ELECTRICAL 128 DOWNSPOUT, RE:PLUMBING A 0 5 . 0 3 . 2 3 3 0 % D E S I G N B 1 2 . 1 5 . 2 3 6 0 % D E S I G N C 0 4 . 0 5 . 2 4 8 0 % D E S I G N CONCOURSE LEVEL +345' -1 1/4" SECOND FLOOR +347' -1 1/4" ADMIN LEVEL +367' -1 1/4" APRON LEVEL +333' -1 1/4" E1 A-302 ________ HIGH ROOF +379' -5 1/4" E1 A-301 ________ DDAA'CC'DD'FF' 17' - 0"24' - 3"17' - 11"1' - 0" C3 A-222 D1 A-222 EE'GG' RS-02 CW-01 05 51 19 05 52 13 06 18 13 E2 A-315 ________ 120B DD.1 120A CW-01 013 87° 08 44 13.B 26 56 23 120 CONCOURSE LEVEL +345' -1 1/4" SECOND FLOOR +347' -1 1/4" ADMIN LEVEL +367' -1 1/4" APRON LEVEL +333' -1 1/4" HIGH ROOF +379' -5 1/4" -20-21 E3 A-401 ________ -11-12.3-13.4-14.6-19-19.1-19.4 18' - 10"20' - 0"24' - 0"14' - 0"2' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0" CW-01 E1 A-313 ________D2 A-314 ________C1 A-223 D1 A-223 -13.9-16.2 CW-01 -12.8 D1 A-314 ________ RS-02 EW-02 013 014 014 A1 A-301 ________ -20.5 D5 A-223 112 ST1-1A 140 B1 AD102B ________ CW-01 E5 A-315 ________ L-01 015 ST2-1A L-01 119 03 30 5303 30 53 08 44 13.B 32 94 33.A 128 128 07 72 10.A07 72 10.A07 72 10.A07 72 10.A07 72 10.A07 72 10.A 1. REFER TO A-003 FOR EXTERIOR WALL, CURTAIN WALL, FLOOR, AND ROOF ASSEMBLIES DESCRIPTIONS. 2. REFER TO A-221 -A-223 FOR ENLARGED CURTAIN WALL ELEVATIONS AND DETAIL CALLOUTS. 3. REFER TO WALL SECTIONS A-311 -A-315 FOR VERTICAL EXTENTS OF SYSTEMS AND DETAIL CALLOUTS 4. REFER TO FLOOR PLANS AND DOOR SCHEDULE FOR DOOR AND FRAME TYPES 5. REFER TO APRON LEVEL PLANS FOR BOLLARD LOCATIONS GL-03 (CLEAR) GL-02 (FRITTED) EXTERIOR MATERIAL TYPES CONCRETE EW-01 EW-02 AREA NOT IN SCOPE ADMIN LEVEL +367' -1 1/4" HIGH ROOF +379' -5 1/4" E1 A-401 ________E1 A-301 ________ AA'CC'DD'EE' ST1-3A 4'-3"23'-6"24'-3" E1 A-222 05 51 19 05 52 13 B2 A-553 N SHEET KEYNOTES## ## ##### LEGENDS ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N D R C H K A P V D AP V D B Y R E V I S I O N D A T E N O . ©J a c o b s 2 0 2 3 A L L R I G H T S R E S E R V E D 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM GENERAL NOTES THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF DAVID DUCKER, 003.0134526, IT IS NOT INTENDED FOR BIDDING, PERMITTING, OR CONSTRUCTION PURPOSES. JACOBS ENGINEERING GROUP INC. DESIGNER OF RECORD 04.05.24 4/4/2024 4:30:46 PM Autodesk Docs://US VT_E2X81910_BTV Project Next/E2X81910_BTV_ARCH_r23.rvt E2X81910 A-203 BT V P R O J E C T N E X T De s i g n e r A u t h o r C h e c k e r A p p r o v e r EL E V A T I O N S - P A R T I A L 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 16'4'8'0'2'4'6'8' 1/8" = 1'-0"A-101 A-203 NORTH ELEVATIONB3 16'4'8'0'2'4'6'8' 1/8" = 1'-0"A-101 A-203 WEST ELEVATIOND1 03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE 05 51 19 METAL GRATING STAIRS 05 52 13 PIPE AND TUBE RAILINGS 06 18 13 GLUED-LAMINATED BEAMS, REFERENCE STRUCTURAL 07 72 10.A ROOF TOP ANCHORS 08 44 13.B FIXED VERTICAL SUNSHADE DEVICE 013 PRECAST CONCRETE BASE TO MATCH PROFILE OF EXISTING BASE 014 EXISTING CMU WALL TO REMAIN 015 PRECAST CONCRETE TO MATCH ADJACENT EXISTING 26 56 23 AREA LIGHTING 32 94 33.A MODULAR PLANTERS, INTEGRATED WITH ROOF DECK PEDESTAL SYSTEM 119 EXISTING PRECAST CONCRETE 120 MECHANICAL EQUIPMENT, RE: MECHANICAL 128 DOWNSPOUT, RE:PLUMBING 16'4'8'0'2'4'6'8' 1/8" = 1'-0"A-103B A-203 ELEVATION AT ADMIN SOUTH SIDEB1 A 0 5 . 0 3 . 2 3 3 0 % D E S I G N B 1 2 . 1 5 . 2 3 6 0 % D E S I G N C 0 4 . 0 5 . 2 4 8 0 % D E S I G N B B B B B B B WV WV ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pr o j e c t T i t l e : Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N DR CH K AP V D AP V D BY RE V I S I O N DA T E NO . ©J a c o b s 2 0 2 3 A L L R I G H T S R E S E R V E D 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM 3/6/2023 7:58:16 AM Autodesk Docs://US VT_E2X81910_Burlington International Airport_BTV North Addition/E2X81910_BTV_ARCH_r23.rvt 23.391501 NO R T H T E R M I N A L E X P A N S I O N 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 1 5/ 5 / 2 3 30 % D E S I G N S U B M I S S I O N NE G NE G C3.103 De s i g n e r Au t h o r Ch e c k e r Ap p r o v e r AP R O N P R O P O S E D U T I L I T Y PL A N 80 % D E S I G N 04 . 0 5 . 2 4 NE G NE G 2 AA2 AA2 BTV GEN NOAA GEN 750KVA UTILITY XFMR 'X1' 405 410 407 408 409 410 413 105 MAIN ELECTRICAL 105A EMERG. ELEC 130 BAGGAGE ST1-1 STAIR 1 162 (E) ELEV. 163 (E)VEST. 164 (E) STAIR 115 MAIN ELEC 165 (E) STAIR 117 EMERG. ELEC 7 STAIR (N) PULLBOXES SIZED AS REQUIRED C1 E-401 115 1500KVA UTILITY XFMR 'X2' 404 1 E-502 2 E-502 412 414 A. FOR ELECTRICAL GENERAL NOTES, ABBREVIATIONS, LEGENDS REFER TO DRAWING E-001, E-002 AND E-003. B. FOR LUMINAIRE SCHEDULE REFER TO DRAWING E-701. C. ELECTRICAL CONTRACTOR TO CORRECT FOR VOLTAGE DROP AS REQUIRED PER NEC. D. FOR CONDUCTORS INCREASED FOR VOLTAGE DROP: CONDUCTORS SIZED ABOVE #8'S WHERE VOLTAGE DROP HAS BEEN INCREASED AND LANDING DEVICE CANNOT SUPPORT INCREASED WIRE SIZE, ELECTRICAL CONTRACTOR TO TRANSITION CONDUCTORS DOWN AT DEVICE LOCATIONS TO MINIMUM #10'S IN ORDER TO LAND ON DEVICE OR MINIMUM CONDUCTOR WIRE SIZE REQUIRED PER NEC BASED ON OVERCURRENT PROTECTION. E. ALL EXTERIOR CONDUCTORS SHALL BE MINIMUM #10 COPPER AND INCREASED FOR ANY VOLTAGE DROP REQUIREMENTS PER NEC. F. ALL NEW PULLBOXES/MANHOLES SHALL BE DRIVE OVER TRAFFIC RATED. G. ALL EXISTING CONDUIT EXPOSED DURING CONSTRUCTION SHALL HAVE ELECTRICAL CONDUIT TRACER WIRE INSTALLED ON EXPOSED CONDUIT LOCATIONS FOR FUTURE ROUTING REFERENCE. H. ALL NEW CONDUIT INSTALLED IN THE GROUND SHALL HAVE ELECTRICAL CONDUIT TRACER WIRE INSTALLED FOR FUTURE ROUTING REFERENCE. I. ELECTRICAL CONTRACTOR SHALL IDENTIFY ALL EXISTING SPARE CONDUITS AVAILABLE FOR REUSE. NOTE ROUTING AND SIZES AND PROVIDE INFORMATION TO ENGINEER OF RECORD AND AIRPORT FACILITIES. B C KEY PLAN SHEET KEYNOTES## ## ##### ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pr o j e c t T i t l e : Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N DR CH K A P V D AP V D BY RE V I S I O N DA T E NO . ©J a c o b s 2 0 2 3 4 A L L R I G H T S R E S E R V E D 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM GENERAL NOTES DESIGNER OF RECORD THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF RACHEL GELFAND, 018.0135475, IT IS NOT INTENDED FOR BIDDING, PERMITTING, OR CONSTRUCTION PURPOSES. JACOBS ENGINEERING GROUP INC. 04.24.24 4/23/2024 5:05:50 PM Autodesk Docs://US VT_E2X81910_BTV Project Next/E2X81910_BTV_ELEC_r23.rvt E2X81910 ES101 BT V P R O J E C T N E X T RG G S K T R G EL E C T R I C A L S E R V I C E P L A N 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 40'10'20'0'5'10'15'20' 3/32" = 1'-0"ES101 ELECTRICAL SERVICE PLANA1 115 BUILDING-MOUNTED GENERATOR DISCONNECT. FEEDERS TRANSITION TO OVERHEAD FOR ROUTING TO PANEL 'GEN'. 404 PROVIDE AND INSTALL NEW SERVICE CONDUCTORS IN SCHEDULE 40 PVC CONDUITS ENCASED IN CONCRETE INTO EXISTING ELECTRICAL VAULT. REFER TO ONE LINE DIAGRAM ON SHEET E-601 FOR ADDITIONAL INFORMATION. 405 PROVIDE AND INSTALL NEW GENERATOR CONDUCTORS IN SCHEDULE 40 PVC CONDUITS ENCASED IN CONCRETE. REFER TO ONE LINE DIAGRAM ON SHEET E-601 FOR ADDITIONAL INFORMATION. 407 PROVIDE AND INSTALL NEW UNISTRUT GROUND MOUNTED ASSEMBLY EMBEDDED IN A CONCRETE PAD TO SUPPORT NEC REQUIRED SERVICE GFCI RECEPTACLE(S) WITHIN 25FT OF TRANSFORMER AND GENERATORS. INSTALL RECEPTACLE(S) A MINIMUM OF 36" ABOVE GRADE. PROVIDE HEAVY DUTY WHILE IN USE LOCKABLE COVER. PROVIDE ALL MOUNTING HARDWARE AND CONNECTIONS FOR A COMPLETE INSTALLATION. PROVIDE 2#10 CU XHHW & #10 CU GND. PROVIDE CONDUCTORS IN MIN 1" SCH 40 PVC CONDUIT. 408 INSTALL AIRPORT GENERATOR. REFER TO CIVIL PLANS FOR EXACT LOCATION. GENERATOR SHALL FEED NEW GENERATOR DISTRIBUTION PANEL 'GEN'. REFER TO ONE LINE DIAGRAM. EXTERIOR CONDUITS SHALL BE UNDERGROUND INTO EXISTING ELECTRICAL VAULT AND THEN SHALL TRANSITION TO OVERHEAD ROUTING TO FINAL PANEL 'GEN' LOCATION. CONTRACTOR SHALL PROVIDE NEW CONDUCTORS AND CONFIRM INTERIOR CONDUIT ROUTING PRIOR TO INSTALLATION. 409 RELOCATE AND INSTALL EXISTING NOAA GENERATOR TO NEW LOCATION AS SHOWN. REFER TO CIVIL PLANS. GENERATOR SHALL FEED EXISTING NOAA DISTRIBUTION PANEL. REFER TO ONE LINE DIAGRAM. EXTERIOR CONDUITS SHALL BE UNDERGROUND INTO EXISTING ELECTRICAL VAULT AND THEN SHALL TRANSITION TO OVERHEAD ROUTING TO FINAL PANEL 'NOAA' LOCATION. CONTRACTOR MAY BE ABLE TO UTILIZE SOME PORTION OF EXISTING CONDUIT AND CONDUCTORS FOR NOAA GENERATOR. CONTRACTOR SHALL CONFIRM INTERIOR CONDUIT ROUTING PRIOR INSTALLATION. 410 PROVIDE AND INSTALL NEW PAD MOUNTED DUAL PURPOSE DOCKING STATION / LOAD BANK WITH CAMLOC CONNECTIONS. BASIS OF DESIGN TRYSTAR DBDS-5, 600A. DOCKING STATION CAPABLE OF HANDLING TEMPORARY GENERATOR, LOAD BANK CONNECTIONS AND PERMANENT GENERATOR CONNECTION. DOCKING STATION SHALL BE COMPLIANT WITH NEC 700.3F. 412 EXISTING ELECTRICAL VAULT 413 EXISTING UNDERGROUND CONDUIT PATHS AND EXISTING CONDUCTORS PATH TO EXISTING EQUIPMENT AS NOTED PER OWNER PROVIDED AS-BUILTS DOCUMENTS. INFORMATION MAY NOT BE CORRECT. WHERE POSSIBLE, CONTRACTOR SHALL UTILIZE EXISTING CONDUIT PATHWAY AND EXTEND EXISTING CONDUCTORS FROM REFED EXISTING EQUIPMENT TO NEW LOCATION AS REQUIRED. FIELD VERIFY. 414 PROVIDE AND INSTALL NEW SERVICE CONDUCTORS IN SCHEDULE 40 PVC CONDUITS ENCASED IN CONCRETE. REFER TO ONE LINE DIAGRAM ON SHEET E-601 FOR ADDITIONAL INFORMATION. A 0 5 . 0 3 . 2 3 3 0 % D E S I G N JA J A B 1 2 . 1 5 . 2 3 6 0 % D E S I G N JA J A C 0 4 . 0 5 . 2 4 8 0 % D E S I G N JA J A D 0 4 . 2 4 . 2 4 8 0 % C L A R I F I C A T I O N S K E T C H 25,714 1,306.3 Natural Resources Atlas - BTV Vermont Agency of Natural Resources 19,478 © Vermont Agency of Natural Resources 990.0 1: WGS_1984_Web_Mercator_Auxiliary_Sphere Meters990.00 NOTES Map created using ANR's Natural Resources Atlas LEGEND 495.00 vermont.gov DISCLAIMER: This map is for general reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. ANR and the State of Vermont make no representations of any kind, including but not limited to, the warranties of merchantability, or fitness for a particular use, nor are any such warranties to be implied with respect to the data on this map. June 24, 2024 THIS MAP IS NOT TO BE USED FOR NAVIGATION 1" = 1623 1cm = 195Ft.Meters Mapped Vernal Pools Rare Threatened and Endangered Species RTE Animal RTE Plant Significant Natural Communities State Natural Areas Deer Wintering Areas Wetland Projects 303(d) List of Impaired Streams and Rivers 303(d) List of Impaired Lakes and Ponds Priority Waters List (Streams and Rivers) Part B (impaired TMDL not required) Part D (impaired with approved TMDL) Part E (altered exotic species) Part F (altered flow regulation) Wetland - VSWI Class 1 Wetland Class 2 Wetland Wetland Buffer Wetlands Advisory Layer Flood Hazard Areas (Only FEMA-digitized data) AE (1-percent annual chance floodplains with elevations) A (1-percent annual chance floodplains without elevations) AO (1-percent annual chance zone of shallow flooding 1-3 feet) 0.2-percent annual chance flood hazard zone River Corridor Easement Public Water Sources Active Inactive Proposed Active Non-Public, Previously Permitted Inactive Non-Public, Previously Permitted Private Wells GPS Located