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HomeMy WebLinkAboutSP-24-20 - Plans - Non-Record - 0200 da Vinci DriveE PAVEME N T J O I N T PAVEMENT J O I N T 36"CMP 19-1 19-1 19-1 19-1 19-1 19- 1 19-1 19-1 19- 1 E R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A RSA R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A RSA R S A R S A R S A R S A R S A R S A R S A R S A R S A TS A TS A TO F A TO F A LAT:N044° 28' 50" LONG:W073° 09' 57" LAT:N044° 27' 57" LONG:W073° 08' 30" LAT:N044° 28' 30" LONG:W073° 09' 12" LAT:N044° 27' 50" LONG:W073° 09' 04" LAT:N044° 28' 50" LONG:W073° 09' 57" LAT:N044° 27' 57" LONG:W073° 08' 30" LAT:N044° 27' 50" LONG:W073° 09' 04" LAT:N044° 27' 50" LONG:W073° 09' 04" LAT:N044° 28' 50" LONG:W073° 09' 57" LAT:N044° 27' 57" LONG:W073° 08' 30" LAT:N044° 28' 30" LONG:W073° 09' 12" LAT:N044° 27' 50" LONG:W073° 09' 04" TO F A TO F A RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A ROF A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A ROF A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A RS A RS A RS A RS A RS A RS A RS A RS A RS A RS A RS A RS A RS A RS A TS A NA T I O N A L G U A R D A V E APPROXIMATE ZONING BOUNDARY AIRPORT ZONING DISTRICT AIRPORT INDUSTRIAL ZONING DISTRICT WI L L I S T O N R O A D A I R P O R T D R I V E KENN E D Y D R I V E PROPOSED AVIATION TECH CENTER LOCATION BETA LEASE BOUNDARYEXISTING UTILITY EASEMENT 1 1 MIXED INDUSTRIAL & COMMERCIAL ZONING 1 CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - S I T E L O C A T I O N . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T OVERALL SKETCH PLAN 1"=80' ---- AJF AJF 18715.02 03/01/2024 SL-01 PERMIT SET SCALE 0 450 900 1350 FT LEGEND: LONG TERM EASEMENTS AND RIGHT OF WAYS AIRPORT PARCEL PROPOSED WORK AREA ZONING LINE BETA PUD BOUNDARY BETA LEASE BOUNDARY 1 4/10/2024 CITY COMMENTS S S D D D D D D D 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 14"M A P L E CO N C . W A L K GATE 10"A P P L E EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING UE CL I E N T : PR O J E C T : K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - L A Y O - W B 6 2 B . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND PROPOSED HYDRANT LEASE LINES PROPOSED PAVEMENT REHABILITATION PROPOSED FULL DEPTH PAVEMENT PROPOSED LAWN AREA'S PROPOSED PEDESTRIAN WALKWAY CONCRETE PADS MANDOOR OVERHEAD DOOR TRUCK TURN TEMPLATE WB-62 REVERSE 1"=20' JES AJF AJF 18715.02 03/01/2024 SP-01 PERMIT SET S S D D D D D D D 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 14"M A P L E CO N C . W A L K GATE 10"A P P L E EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING UE CL I E N T : PR O J E C T : K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - L A Y O - W B 6 7 . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND PROPOSED HYDRANT LEASE LINES PROPOSED PAVEMENT REHABILITATION PROPOSED FULL DEPTH PAVEMENT PROPOSED LAWN AREA'S PROPOSED PEDESTRIAN WALKWAY CONCRETE PADS MANDOOR OVERHEAD DOOR TRUCK TURN TEMPLATE WB-67 1"=20' JES AJF AJF 18715.02 03/01/2024 SP-01 PERMIT SET S S D D D D D D D 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 14"M A P L E CO N C . W A L K GATE 10"A P P L E EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING UE CL I E N T : PR O J E C T : K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - L A Y O - S B U S 4 0 - R . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND PROPOSED HYDRANT LEASE LINES PROPOSED PAVEMENT REHABILITATION PROPOSED FULL DEPTH PAVEMENT PROPOSED LAWN AREA'S PROPOSED PEDESTRIAN WALKWAY CONCRETE PADS MANDOOR OVERHEAD DOOR TRUCK TURN TEMPLATE S-BUS-40 REVERSE 1"=20' DEL AJF AJF 18715.02 03/01/2024 SP-01 PERMIT SET S S D D D D D D D 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 14"M A P L E CO N C . W A L K GATE 10"A P P L E 11 23 21 EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING EXISTING APRON TO REMAIN UE 2 4 ' 207' 198' 200' 15 ' 2' 24' 13.37 ' 1 1 . 2 2 ' R10' R5' R5' R3' R10' 9' 1 2 . 1 ' R5' R3'R38'R5' R5' ±75' RELOCATED SECURITY FENCE 50'± RETAINING WALL (HIGHEST WALL HEIGHT=±2') RECONFIGURE/EXPAND PARKING 66 SPACES (26 NET INCREASE) STRIPED ADA COMPLIANT PEDESTRIAN WALKWAY EXISTING RETENTION BASIN RELOCATED FIRE HYDRANT EXISTING OVERHEAD DOOR TYP. BETA LIGHT POLE, TYP. BETA LEASE LINE PROPOSED BIORETENTION AREA EXISTING ASPHALT PAVEMENT TO BE REHABILITATED (20,084 SF) PROPOSED FULL DEPTH ASPHALT PAVEMENT (7778 SF) PROPOSED CONCRETE PAD EXPANSION (2.8'x6.3') PROPOSED CONCRETE SIDEWALK (34.5'x4.1') 64.79' 64.79'47.91' 30.67' VERMONT FLIGHT ACADEMY LEASE LINE RELOCATED GATE CARD READER 7 4 ' R62' RIP RAP CHANNEL LINING EXISTING SECURITY FENCE & GATE TO REMAIN SEE SHEET SP-02 FOR DETAILED VIEW PROPOSED CONCRETE HVAC EQUIPMENT PAD (24' X 5') 16.75' PROPOSED OVERHEAD DOOR PROPOSED GENERATOR PAD PROPOSED TRANSFORMER PAD PROPOSED LAWN AREA ADA PARKING SIGNS MOUNTED ON EXISTING SECURITY FENCE PROPOSED LANDSCAPING AREAMAIN ENTRANCE EXISTING HANGER DOOR TO REMAIN EXISTING DUMPSTER, COMPOSTING, RECYCLING AREA PROPOSED SNOW STORAGE AREA PROPOSED SNOW STORAGE AREA PROPOSED SNOW STORAGE AREA 9' TYP. 18' TYP. 24' TYP. 5' R49' R164.5' MUTCD W11-2 (30" x 30") TYP. OF 4 PROPOSED SIDEWALK RAMP 2 2 BEGIN 6" CONCRETE CURB (300 LF) END 6" CONCRETE CURB (300 LF) PROPOSED LANDSCAPING AREA PROPOSED LANDSCAPING AREA 3 3 3 3 12 CL I E N T : PR O J E C T : K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - L A Y O . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND PROPOSED HYDRANT LEASE LINES PROPOSED PAVEMENT REHABILITATION PROPOSED FULL DEPTH PAVEMENT PROPOSED LAWN AREA'S PROPOSED PEDESTRIAN WALKWAY CONCRETE PADS MANDOOR OVERHEAD DOOR SITE PLAN 1"=20' JES AJF AJF 18715.02 03/01/2024 SP-01 PERMIT SET PROJECT DATA 1. APPLICANT / LAND OWNER: BURLINGTON SCHOOL DISTRICT 200 DAVINCI DRIVE SOUTH BURLINGTON, VERMONT 05403 2.EXISTING ZONING: AIRPORT INDUSTRIAL PARKING: 1 SPACE FOR EACH 2 EMPLOYEES ON MAXIMUM WORKING SHIFT. TOTAL EMPLOYEES = 10 REQUIRED: 5 TOTAL SPACES REQUIRED PROVIDED: 12 (UNSHARED), 79 TOTAL SPACES ADA SPACES REQUIRED: PER 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN REQUIRED (75-100 SPACE LOT): 4 SPACES) FOR TOTAL PARKING 50-100 SPACES PROVIDED (79 SPACE LOT): 4 SPACES ZONING: EXISTING:±796 ACRES AIRPORT INDUSTRIAL PROPOSED:±796 ACRES AIRPORT INDUSTRIAL TAX ACCOUNT NUMBERS:600-188-10911 SITE DATA FEATURE REQUIRED PROPOSED MINIMUM LOT SIZE, NONRESIDENTIAL 3 ACRES 796.05 ACRES MINIMUM FRONT YARD, FROM RIGHT-OF-WAY 50 FEET > 50 FT MINIMUM SIDE YARD 35 FEET > 35 FEET MINIMUM REAR YARD 50 FEET > 50 FEET MAXIMUM HEIGHT 40 FEET N/A MAXIMUM LOT COVERAGE 50%N/A 1 4/10/2024 CITY COMMENTS 2 5/31/2024 CITY COMMENTS 3 6/17/2024 CITY COMMENTS S S D D D D FDFDFDFDFD FD FD FD FD FD FD FD FD FD FD FDFDFD D D D FD FD FD FD FDFD FD FDFDFD 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 14"M A P L E CO N C . W A L K FM FM FM SD SD SD FM FM FM F M F M F M F M F M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM GATE 10"A P P L E EXISTING RETENTION BASIN EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING GRAVEL AREA ASPHALT PARKING AREA ASPHALT P A V E M E N T L I M I T CONCRETE PAD EXISTING ASPHALT 44 ' 12 4 ' 23' 23 . 5 ' 25' DUMPSTER ENCLOSURE FENCE EXISTING ASPHALT EXISTING PAVEMENT TO BE REMOVED EXISTING ASPHALT TO BE MILLED 1.5" (11,710 SF) EXISTING AIRPORT SECURITY FENCE TO BE REMOVED, SEE NOTE 1 (144 LF) EXISTING LAWN AREA TO BE STRIPPED OF TOPSOIL & TURF (1,486 SF) START FENCE REMOVAL AT CORNER POST END FENCE REMOVAL AT GATE POST EXISTING HYDRANT TO BE RELOCATED, LATERAL TO BE CAPPED AT MAIN EXISTING GATE CARD READER TO BE RELOCATED RETAINING WALL WITH HANDRAIL PUMP STATION PANEL SANITARY PUMP STATION ELECTRIC TRANSFORMER TO BE REMOVED NOTES: 1.EXISTING AIRPORT SECURITY FENCE SHALL NOT BE REMOVED UNTIL NEW FENCE HAS BEEN INSTALLED, AS SHOWN ON DRAWING SP-01, OR TEMPORARY AIRPORT APPROVED SECURITY FENCING IS INSTALLED TO RESTRICT PUBLIC ACCESS TO THE AIRSIDE HANGER APRON. EXISTING 8-10" DIA. TREE TO BE REMOVED (TYP.OF 4) 1 VERMONT FLIGHT ACADEMY LEASE LINE BETA TECHNOLOGIES LEASE LINE ZONING BOUNDARY 1 CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - E X S T . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT PAVEMENT INSTALLED IN BETA PROJECT EXISTING BUILDINGS EXISTING LAWN AREA TO BE STRIPPED OF TOPSOIL & TURF FULL DEPTH PAVEMENT REMOVAL EXISTING GRAVEL AREA EXISTING SECURITY FENCE EXISTING UTILITY POLES EXISTING DRAINAGE STRUCTURES EXISTING STORM DRAINAGE STRUCTURES EXISTING PARKING LOT LIGHT FIXTURES EXISTING SEWER STRUCTURES EXISTING OVERHEAD ELECTRICAL WIRES EXISTING LEASE LINES D S EXISTING CONDITIONS & DEMO PLAN 1"=20' JES AJF AJF 18715.02 03/01/2024 EX-01 PERMIT SET 1 4/10/2024 CITY COMMENTS S S D D D D FDFDFDFDFD FD FD FD FD FD FD FD FD FD FD FDFDFD D D D FD FD FD FD FDFD FD FDFDFD 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 14"M A P L E CO N C . W A L K FM FM FM SD SD SD FM FM FM F M F M F M F M F M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM GATE 10"A P P L E EXISTING RETENTION BASIN EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING MILLINGS GRAVEL AREA ASPHALT PARKING AREA ASPHALT P A V E M E N T L I M I T EXISTING CONCRETE PAD EXISTING ASPHALT 44 ' 12 4 ' 23' 23 . 5 ' 25' EXISTING DUMPSTER ENCLOSURE FENCE EXISTING ASPHALT EXISTING HYDRANT EXISTING GATE CARD READER RETAINING WALL WITH HANDRAIL PUMP STATION PANEL EXISTING SANITARY PUMP STATION EXISTING ELECTRIC TRANSFORMER EXISTING 8-10" DIA. TREE (TYP.OF 4) VERMONT FLIGHT ACADEMY LEASE LINE BETA TECHNOLOGIES LEASE LINE ZONING BOUNDARY EXISTING SITE LIGHT TYP. EXISTING SECURITY GATE ASPHALT PAVEMENT LIMITS 1 NEW PLAN SHEET TO PROVIDE SEPARATE EXISTING CONDITIONS PLAN CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ E X - 0 1 A \ 1 8 7 1 5 . 0 2 _ E X - 0 1 A . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND: EXISTING BUILDINGS EXISTING GRAVEL AREA EXISTING SECURITY FENCE EXISTING UTILITY POLES EXISTING DRAINAGE STRUCTURES EXISTING STORM DRAINAGE STRUCTURES EXISTING PARKING LOT LIGHT FIXTURES EXISTING SEWER STRUCTURES EXISTING OVERHEAD ELECTRICAL WIRES EXISTING LEASE LINES D S EXISTING CONDITIONS PLAN 1"=20' DEL AJF AJF 18715.02 03/01/2024 EX-01A PERMIT SET 1 5/28/2024 CITY COMMENTS UE UE UE UE UE UE UE 20 ' 5' 5' WIDE CONCRETE WALK PROPOSED 35.55'X10' ENTRANCE CANOPY EXISTING DUMPSTER/COMPOST RECYCLING ENCLOSURE LEVEL 2 EV CHARGING STATION (2 PORTS) PROPOSED BOLLARD (TYP.OF 4) 8' HIGH CHAINLINK FENCE WITH VINYL SLAT WITH 16' WIDE MANUEL SWING GATE EXISTING ASPHALT PAVEMENT SLOPE TO BE MODIFIED PROPOSED FRONT CONCRETE ENTRANCE AREA (471 SF) BIKE RACKS - 8 PROPOSED COVERED BIKE SPACES EXISTING LOADING DOCK WALL WITH HANDRAIL TO REMAIN PROPOSED LAWN AREA NO PARKING SIGN SIDEWALK CURB RAMP (TYP.) 6" CONCRETE CURB 10' PROPOSED EMERGENCY GENERATOR PAD (16' X 5') PROPOSED TRANSFORMER VAULT PAD (SEE ELECTRICAL PLANS) (12.5' X 7') 5' 5' BETA INSTALLED SITE LIGHT DETECTABLE WARNING STRIPS (TYP) SIDEWALK RAMP (TYP) ADA PARKING SIGN ADA PARKING SIGN BETA INSTALLED SITE LIGHT PROPOSED BOLLARD DETECTABLE WARNING UNITS (TYP) DETECTABLE WARNING UNITS (TYP) PROPOSED OVERHEAD DOOR OVERHEAD DOORWAY BOLLARDS (TYP. OF 6) EXISTING OVERHEAD DOOR PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) 27 . 7 1 ' GAS METER PROPOSED WHEEL STOPS BEGIN FLUSH CURB PROPOSED LANDSCAPING AREA (SEE DRAWING LL-01) MAIN ENTRANCE 2' 1' PROPOSED 6" CONCRETE CURB CL I E N T : PR O J E C T : K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - L A Y O . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 5 10 15 FT BLDG PLAN 1"=5' DEL AJF AJF 18715.02 03/01/2024 SP-02 PERMIT SET LEGEND PROPOSED HYDRANT LEASE LINES PROPOSED PAVEMENT REHABILITATION PROPOSED FULL DEPTH PAVEMENT PROPOSED LAWN AREA'S PROPOSED PEDESTRIAN WALKWAY MANDOOR OVERHEAD DOOR BOLLARD S S D D D D FDFDFDFDFD FD FD FD FD FD FD FD FD FD FD FDFDFD D D D FD FD FD FD FDFD FD FDFDFD 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 14"M A P L E CO N C . W A L K SD SD SD GATE 10"A P P L E EXISTING RETENTION BASIN EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING BETA SAND FILTER SYSTEM FFE=318' PROPOSED BIO RETENTION AREA EXISTING DMH98: 48" Ø RIM ELEV = 316.50' EXISTING DMH109: 48" Ø RIM ELEV = 319.05' EXISTING CB43: 60" Ø RIM ELEV = 316.50 TC=317.90' BC=317.90' CURRENT DRIVEWAY RECENTLY INSTALLED BY BETA TO REMAIN W W G G G UE SD-142 RIM: 315.89 INV IN: 303.48 (15") INV IN: 304.20 (15") INV OUT: 306.02 (15") D-1 RIM: 312.55 INV OUT: 307.38 (15") CB-63 RIM: 310.60 INV IN: 304.20 (15") INV OUT: 304.20 (15") CB-66 RIM: 310.19 INV OUT: 304.58 (15") 312 3 1 3 315 31 2 313 314 316 317 318 317 TC=317.90 BC=317.40 TC=317.90 BC=317.40 317.33 317.09 317.10 317.40 312.50 TC=312.50 BC=312.00 317.54 320.49 319.00 317.84 314.50 313.00 312.90 313.76 313.15 312.57 311.67 TC=314.50 BC=314.00 TC=316.50 BC=316.00 TC=316.00 BC=315.50 TC=317.40 BC=317.40 MATCH EXISTING MATCH EXISTING MATCH EXISTING ASPHALT CONCRETE PAD ELEV. 318.00 GENERATOR PAD ELEV. 318.00 TRANSFORMER PAD ELEV. 318.00 318.00 MATCH EXISTING 317.00 MATCH EXISTING 12" THICK RIP RAP LINING TC=317.70 BC=317.90 BEGIN RETAINING WALL END RETAINING WALL (43.5 LF) 79.4 8 ' MIN. DISTANCE TO EXISTING WETLAND TOP OF BANK 1 TC=312.96 BC=312.46 TC=313.35 BC=312.85 TC=313.73 BC=313.23 TC=314.09 BC=313.59 TO BE ADJUSTED TO 313.50' 312.96 312.94 312.90 315 CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - G R A D . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND EXISTING CONTOUR PROPOSED CONTOUR GRADING LIMITS EXISTING CATCH BASIN EXISTING DRAINAGE MANHOLE EXISTING DRAINAGE PIPE PAVEMENT RESURFACING AREA PROPOSED DRAINAGE PIPE SPOT ELEVATIONS (EXISTING/PROPOSED) 799 D GRADING & DRAINAGE 1"=20' JES AJF AJF 18715.02 03/01/2024 GR-01 PERMIT SET 1 4/10/2024 CITY COMMENTS 315.4/ RETAINING WALL Horizontal Scale: 1" = 5' Vertical Scale: 1" = 1' 312 315 320 312 315 320 0+00 31 4 . 6 31 5 . 4 31 4 . 9 5 0+25 1. 3 4 ' 1. 4 8 ' WALL FACE EXPOSED SURFACE AREA ±45 SF MAX WALL HEIGHT = 24" PROPOSED GRADE EXISTING GRADE MAX EXPOSED WALL HEIGHT ±24" RETENTION POND TO SD-142 Horizontal Scale: 1" = 20' Vertical Scale: 1" = 5' 295 300 305 310 315 320 325 295 300 305 310 315 320 325 0+00 31 2 . 6 31 2 . 0 0 31 2 . 5 31 2 . 8 0 0+25 0+50 31 1 . 0 31 6 . 4 0+75 1+00 31 6 . 3 CB-66 TO SD-142 Horizontal Scale: 1" = 20' Vertical Scale: 1" = 5' 290 295 300 305 310 315 320 325 290 295 300 305 310 315 320 325 SD-142 TO OUTLET Horizontal Scale: 1" = 20' Vertical Scale: 1" = 5' 290 295 300 305 310 315 320 325 290 295 300 305 310 315 320 325PR O P O S E D D - 1 RI M : 3 1 2 . 5 5 IN V O U T : 3 0 7 . 3 8 ( 1 5 " ) SU M P : 3 0 7 . 3 8 EX I S T I N G S D - 1 4 2 RI M : 3 1 5 . 8 9 IN V I N : 3 0 3 . 4 8 ( 1 5 " ) IN V I N : 3 0 4 . 2 0 ( 1 5 " ) IN V O U T : 3 0 6 . 0 2 ( 1 5 " ) SU M P : 3 0 3 . 4 8 69 LF OF 15" Reinforced Concrete Pipe @ 1.02 % 47 LF OF 15" Reinforced Concrete Pipe @ 6.77% EXISTING SURFACE PROPOSED SURFACE 0+00 31 0 . 0 31 3 . 4 0+25 0+50 31 5 . 4 31 5 . 9 0+75 1+00 31 5 . 9 EX I S T I N G S D - 1 4 2 RI M : 3 1 5 . 8 9 IN V I N : 3 0 3 . 4 8 ( 1 5 " ) IN V I N : 3 0 4 . 2 0 ( 1 5 " ) IN V O U T : 3 0 6 . 0 2 ( 1 5 " ) SU M P : 3 0 3 . 4 8 EX I S T I N G C B - 6 6 RI M : 3 1 0 . 1 9 IN V O U T : 3 0 4 . 5 8 ( 1 5 " ) SU M P : 3 0 4 . 5 8 99 LF OF 15" Reinforced Concrete Pipe @ 0.38% 0+00 31 5 . 9 31 3 . 0 0+25 0+50 31 5 . 9 31 5 . 5 0+75 1+00 30 4 . 4 EX I S T I N G S D - 1 4 2 RI M : 3 1 5 . 8 9 IN V I N : 3 0 3 . 4 8 ( 1 5 " ) IN V I N : 3 0 4 . 2 0 ( 1 5 " ) IN V O U T : 3 0 6 . 0 2 ( 1 5 " ) SU M P : 3 0 3 . 4 8 EXISTING SURFACE EXISTING SURFACE 108 L F O F 1 5 " R e i n f o r c e d C o n c r e t e P i p e @ 8 . 0 0 % EX I S T I N G C B - 6 3 RI M : 3 1 0 . 6 0 IN V I N : 3 0 4 . 2 0 ( 1 5 " ) IN V O U T : 3 0 4 . 2 0 ( 1 5 " ) SU M P : 3 0 4 . 2 0 CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - P R O F . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T PROFILES AS NOTED DEL AJF AJF 18715.02 03/01/2024 PR-01 PERMIT SET S S D D D D FDFDFDFDFD FD FD FD FD FD FD FD FD FD FD FDFDFD D D D FD FD FD FD FDFD FD FDFDFD 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 10"A P P L E 14"M A P L E CO N C . W A L K FM FM FM FM FM FM F M F M F M F M F M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM GATE W W G G G UE EXISTING BETA SITE LIGHT POLE, TYP. EXISTING UTILITY POLE TO REMAIN EXISTING UTILITY POLE TO REMAIN EXISTING STORM CATCH BASIN TO REMAIN EXISTING STORM CATCH BASIN TO REMAIN EXISTING BIO RETENTION BASIN EXISTING STORM CATCH BASIN TO REMAIN RELOCATE FIRE HYDRANT CAP EXISTING HYDRANT LATERAL EXISTING SANITARY PUMP STATION TO REMAIN & BE REFURBISHED EXISTING TRANSFORMER TO BE REMOVED EXISTING WATER SERVICE TO REMAIN (8" DI PIPE) SANITARY FORCEMAIN TO REMAIN (2" SCH 80 PVC) EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING EXISTING SANITARY FORCE MAIN BELIEVED TO BE ABANDONED 24' X 5' HVAC PAD AREA NEW PUMP STATION CONTROL PANEL PROPOSED DRAINAGE INLET & PIPE 12.5' PROPOSED EMERGENCY GENERATOR (SEE ELECTRICAL PLANS) EXISTING WATER SERVICE TO REMAIN (SEE PLUMBING PLANS) PROPOSED TRANSFORMER (SEE ELECTRICAL PLANS) RELOCATED 2" GAS SERVICE (SEE BUILDING PLANS) RELOCATED FIRE HYDRANT NEW TAPPING SLEEVE & VALVE ON EXISTING 8" DI WATER LINE UNDERGROUND ELECTRICAL SERVICE TO EV CHARGING STATION (SEE ELECTRICAL PLANS) WINTER SERVICE ROOM ELECTRICAL SERVICE ROOM CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - U T I L . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND EXISTING CATCH BASIN EXISTING DRAINAGE MANHOLE EXISTING DRAINAGE PIPE EXISTING/PROPOSED HYDRANT FORCE MAIN WATER OVERHEAD ELECTRICAL WIRES UNDERGROUND ELECTRICAL WIRES EXISTING LIGHT POLES D FM UE UTILITY PLANS 1"=20' DEL AJF AJF 18715.02 03/01/2024 UT-01 PERMIT SET S S D D D D FDFDFDFDFD FD FD FD FD FD FD FD FD FD FD FDFDFD D D D FD FD FD FD FDFD FD FDFDFD 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 10"A P P L E 14"M A P L E CO N C . W A L K FM FM FM SD SD SD FM FM FM F M F M F M F M F M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM GATE W W G G G UE EXISTING RETENTION BASIN EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING ADJUST RIM TO ±313.5 RIM INV. BETA SAND FILTER SYSTEM FFE=318' CONCRETE WASHOUT AREA 312.00 EXISTING SD-142 RIM: 315.89 INV IN: 303.48 (15") INV IN: 304.20 (15") INV OUT: 306.02 (15") PROPOSED D-1 RIM: 312.55 INV OUT: 307.38 (15") EXISTING CB-63 RIM: 310.60 INV IN: 304.20 (15") INV OUT: 304.20 (15") EXISTING CB-66 RIM: 310.19 INV OUT: 304.58 (15") 314.69 315.04 315.40 314.50 313.62 316.00314.00 313.00 312.50 312.00 313.00311.67 313.75 313.15 312.72 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF IP IP IP 316 317 318 319 315 31 2 31 3 314 3 1 2 3 1 3 317 3 1 2 IP SF SF SF PROPOSED SILT FENCE SITE DEMARCATION FENCE SITE DEMARCATION FENCE SITE DEMARCATION FENCE CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - E R O S . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND EXISTING CONTOUR PROPOSED CONTOUR GRADING LIMITS EXISTING CATCH BASIN EXISTING DRAINAGE MANHOLE EXISTING DRAINAGE PIPE INLET PROTECTION 799 D IP EROSION PREVENTION & SEDIMENTATION CONTROL 1"=20' JES AJF AJF 18715.02 03/01/2024 EPSC-01 PERMIT SET S S D D FD FDFDFDFDFD FD FD FD FD FD FD FD FD FD FD FDFDFDFD D D D FD FD FD FD FDFD FD FDFDFD 8" ø G T S 8" ø G T R FM FM FM FM FM FM FM FM FM FM FM FM FMEXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) BETA TECHNOLOGIES BUILDING EXISTING BETA SITE LIGHT POLE, TYP. EXISTING TREE TYP. 5.3 4.2 2.8 5.8 5.6 4.4 3.0 1.9 4.4 5.0 4.7 3.8 2.6 1.7 1.1 3.3 3.6 3.7 3.5 2.9 2.1 1.4 3.8 3.2 2.9 2.7 2.4 2.0 1.5 5.5 4.2 3.1 2.4 2.0 1.7 1.4 6.6 6.4 5.4 4.0 2.9 2.1 1.6 1.3 5.7 5.5 5.3 4.5 3.4 2.4 1.7 4.0 3.7 3.2 2.5 1.8 2.4 2.1 1.71.4 3.72.8 4.7 3.9 1.6 2.7 7.6 12.8 5.8 0.8 0.7 1.7 4.5 8.8 10.0 1.6 0.5 0.4 0.4 0.4 0.8 1.9 4.7 4.9 1.7 0.8 0.2 0.2 0.2 0.2 0.3 0.4 0.8 1.5 1.7 1.2 0.9 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.7 0.9 1.0 1.5 2.3 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.7 1.2 2.8 8.0 11.6 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.7 1.2 3.0 9.9 18.3 15.7 0.1 0.1 0.1 0.2 0.3 0.4 0.6 1.1 2.3 5.3 13.7 15.6 10.6 0.1 0.1 0.2 0.2 0.4 0.6 1.0 1.7 3.4 6.5 8.7 8.2 6.0 0.1 0.1 0.2 0.3 0.5 0.8 1.3 2.2 3.5 4.7 4.8 3.8 2.5 0.1 0.1 0.2 0.2 0.4 0.6 0.9 1.4 2.0 2.5 2.6 2.2 1.7 1.4 0.1 0.1 0.2 0.3 0.4 0.6 0.9 1.2 1.4 1.5 1.4 1.3 1.3 0.1 0.2 0.2 0.3 0.4 0.6 0.7 0.9 0.9 1.0 1.2 1.5 2.2 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.9 1.2 1.9 3.1 5.1 0.1 0.2 0.2 0.3 0.3 0.4 0.6 0.8 1.3 2.1 3.9 6.8 9.9 0.1 0.2 0.2 0.3 0.4 0.5 0.7 1.2 2.1 3.9 6.8 9.9 10.3 0.1 0.2 0.2 0.3 0.4 0.7 1.1 1.8 3.1 5.1 7.0 7.3 6.1 0.1 0.2 0.2 0.3 0.5 0.8 1.4 2.1 3.2 4.1 4.3 0.1 0.2 0.3 0.4 0.6 0.9 1.4 1.8 2.3 0.1 0.2 0.2 0.3 0.4 0.6 0.9 1.1 0.1 0.2 0.2 0.3 0.4 0.1 0.2 0.20.1 0.30.8 0.5 0.4 0.7 2.0 1.6 1.2 0.9 0.6 1.3 1.1 1.0 0.8 2.9 2.7 2.2 1.8 1.4 1.0 0.7 1.8 1.8 1.7 1.5 1.2 0.9 2.4 3.0 3.7 3.4 3.0 2.5 2.0 1.5 1.0 0.7 2.4 2.5 2.6 2.5 2.3 1.9 1.3 2.6 3.3 3.6 4.2 4.2 3.6 3.2 2.6 2.0 1.5 1.1 2.8 3.1 3.3 3.7 3.8 3.6 2.9 1.8 1.1 3.7 4.9 4.1 3.9 3.8 3.6 3.2 2.7 2.1 1.6 1.4 3.1 3.6 4.0 4.2 5.0 5.7 5.6 3.9 2.4 1.4 0.8 0.6 4.3 4.5 3.9 3.8 3.8 3.6 3.2 2.7 2.2 1.9 1.9 3.4 4.1 4.7 4.9 5.2 6.3 8.0 7.2 4.9 2.9 1.7 1.0 3.7 4.5 4.3 4.5 4.1 4.0 3.7 3.2 2.8 2.6 2.8 3.9 4.4 5.0 5.6 5.6 6.7 7.8 8.8 7.8 5.7 3.5 3.6 5.2 4.8 4.2 4.3 4.3 3.9 3.5 3.5 3.7 4.0 4.4 4.8 5.2 5.5 5.7 7.0 7.3 8.2 8.1 7.5 5.6 3.6 4.5 4.5 4.5 4.9 4.5 4.3 4.4 4.6 4.9 5.2 5.8 6.1 6.2 6.6 6.8 3.6 6.8 6.3 5.7 3.9 4.9 4.9 4.8 4.8 4.8 5.0 5.4 5.6 6.1 7.4 8.3 8.3 7.3 6.6 5.6 3.3 4.3 5.1 4.6 4.4 4.9 5.5 6.0 6.2 7.1 9.3 11.5 11.2 8.0 5.5 4.1 4.4 4.4 4.5 5.2 5.9 6.5 6.8 8.9 14.2 15.0 11.1 7.6 5.2 4.1 5.0 5.4 5.9 6.2 8.4 14.7 22.0 15.8 8.7 4.7 5.0 4.8 5.9 8.5 15.7 19.0 7.8 4.0 4.2 4.9 5.9 6.2 5.0 3.6 3.8 3.3 3.0 FL1 FL1 FL1 FL1 WP1 WP1 FL1 FL1WP1 CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - L I G H T I N G - E . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND EXISTING SITE LIGHT POLES EXISTING BUILDING MOUNTED LIGHTS EXISTING TREES EXISTING LIGHTING & LANDSCAPING ---- ---- AJF AJF 18715.02 03/01/2024 LL-01 PERMIT SET FL1/WP1 Luminaire Schedule Symbol Qty Label Arrangement Total Lamp Lumens LLF Description Lum. Watts 4 Exist Pole SINGLE N.A.0.950 GALN-SA6A-740-U-T4W 182 6 EX FL1 SINGLE 8522640 1.000 EXISTING FLOOD LIGHT 75 3 EX WP1 SINGLE N.A.1.000 EXISTING WALL PACK 40 S S DD D FD FDFDFDFDFD FD FD FD FD FD FD FD FD FD FD FDFDFDFD D D D FD FD FD FD FDFD FD FDFDFD 8" ø G T S 8" ø G T R VEN T P I P E 14"M A P L E FM FM FM FM FM F M F M F M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM GATE 10"A P P L E W W G G G UE EXISTING UTILITY POLE TO REMAIN EXISTING UTILITY POLE TO REMAIN EXISTING STORM CATCH BASIN TO REMAIN EXISTING BIO EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) BETA TECHNOLOGIES BUILDING X2 X2 X2 X2 X1 (2) X2 X2 EXISTING BETA SITE LIGHT POLE, TYP. PROPOSED LANDSCAPING BED PROPOSED LAWN AREA CS 2 CS 5 BG 9 SC 32 X2 X3 X3 BG 17 BG 5 SC 14 PROPOSED LANDSCAPING BED CS 5 CS 4 SC 40 CS 6 CS 13 CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - L I G H T I N G . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND EXISTING SITE LIGHT POLES PROPOSED BUILDING MOUNTED LIGHTS PROPOSED PLANTINGS X2 SC 3 LIGHTING & LANDSCAPING PLAN 1"=20' DEL AJF AJF 18715.02 03/01/2024 LL-02 PERMIT SET PLANTING NOTES 1.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES, VARIETY OF TREES AND SHRUBS INDICATED, AND ROOT BALL SIZE COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 “AMERICAN STANDARD FOR NURSERY STOCK.” ALL PLANTS SHOULD BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. 2.PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMAL POSITION. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF TREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS TIP-TO-TIP. 3.ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND SIZE OF PLANT REQUIRED. PLANTS SHALL BE PREMIUM QUALITY, APPEAR 'FULL', OR 'HEAVY' WITHIN THEIR CONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE SPECIFIED. PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE OWNERS REPRESENTATIVE WILL BE REJECTED. 4.ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE NOTED ON PLANT LIST. 5.TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1ST TO MAY 1ST FOR SPRING PLANTING AND OCTOBER 15TH TO DECEMBER 15TH FOR FALL PLANTING. PLANTS KNOWN AS FALL DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY. 6.THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 7.IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL IS NOT OBTAINABLE, CONTRACTOR SHALL SUBMIT PROOF OF NON-AVAILABILITY ALONG WITH PROPOSED SUBSTITUTION. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE OWNERS REPRESENTATIVE. 8.THE OWNERS REPRESENTATIVE RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. 9.CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE OWNERS REPRESENTATIVE. 10.INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY BORE TO PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. 11.CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN EACH PLANTING PIT FOR TREES, SHRUBS AND PERENNIALS. 12.ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDED BARK MULCH. MULCH SHALL BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCH COMPRISED OF EITHER HARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN GREATEST DIMENSION, AND SHALL BE DARK BROWN IN COLOR. 13.PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME. ALL PLANTS ARE SUBJECTED TO INSPECTION AT DELIVERY BY THE OWNER'S REPRESENTATIVE. 14.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN. 15.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUE FOR A MINIMUM 30-DAY MONITORING PERIOD AFTER NOTIFICATION OF SUBSTANTIAL COMPLETION OF PLANTING, AND UNTIL FINAL ACCEPTANCE. MAINTENANCE INCLUDES PRUNING, WEEDING, WATERING, FERTILIZATION, AND RE-SEEDING AS NECESSARY. 16.PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS. 17.ACCEPTANCE STANDARDS: 17.1.PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD; DAMAGE DUE TO INSECTS, PESTS, AND DISEASE; STRUCTURAL DEFECTS; AND DAMAGE RESULTING FROM MACHINERY OR TOOLS. ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW SHALL HAVE A MINIMUM OF 75 PERCENT HEALTHY, BALANCED BRANCHING STRUCTURE WITH A HEALTHY TERMINAL LEADER(S) WITH VIABLE TERMINAL BUD(S). TREES SHALL BE PLUMB AND SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING. 17.2.LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OF WEEDS, SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90% OVER ANY 10 SQ. FT. AND BARE SPOTS NOT EXCEEDING 5"X5" 18.CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR, AS DETERMINED BY THE OWNERS REPRESENTATIVE, ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION. CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). REPLACEMENTS SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE PLANTING LIST. 19.GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE AND BE IN A HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING WORK, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY WORK. 20.GRASS SEED SHALL BE FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYING WITH AOSA'S "RULES FOR TESTING SEEDS" FOR PURITY AND GERMINATION TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS FOLLOWS: PROPORTION GERMINATION PURITY COMMON NAME BY WEIGHT MINIMUM MINIMUM CREEPING RED FESCUE 50% 85%95% OR CHEWINGS FESCUE KENTUCKY BLUEGRASS 25% 85% 90% PERENNIAL RYE 25%90%90% 21.PLANTING SOIL & TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE AS DETERMINED BY MECHANICAL ANALYSIS (ASTM 422) AND BASED ON THE 'USDA CLASSIFICATION SYSTEM' MAXIMUM CLAY CONTENT SHALL BE 10%. TOPSOIL SHALL BE FERTILE, FRIABLE SOIL FREE OF STONES LARGER THAN ONE INCH IN ANY DIRECTION, LUMPS, PLANTS AND THEIR ROOTS, DEBRIS AND OTHER EXTRANEOUS MATTER AS DETERMINED BY THE OWNER'S REPRESENTATIVE, AND TOXIC MATTER HARMFUL TO PLANT GROWTH, PLANTING SOIL /TOPSOIL SPECIFICATION: GRADATION: SIEVE % PASSING BY WEIGHT CHEMICAL ANALYSIS MIN. MAX. #10 100 PH RANGE 5.2-7.0 #20 78 95 ORGANIC MATTER 4%-6% #40 67 87 MAGNESIUM 35LB. PER AC #60 48 78 PHOSPHORUS 75LB/AC #100 40 75 POTASSIUM 85LB/AC #200 28 63 SOLUBLE SALTS NOT TO EXCEED 500 #270 22 55 PPM .002 2 7 PLANTING SCHEDULE: SYM.QTY.BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING SHRUBS CS 35 Cornus sericea 'Artic Fire'DWARF RED TWIG DOGWOOD #3 3' O.C. ORNAMENTAL GRASS BG 31 Bouteloua gracilis 'Blonde Ambition'BLUE GRAMA GRASS PLUGS 24" O.C. SC 86 Schizachyrium scoparium 'Blaze'LITTLE BLUESTEM PUGS 18" O.C. 1 SHRUB PLANTING SCALE: NTS 2 GRASS PLANTING SCALE: NTS SPACE SHRUBS AS INDICATED ON PLANS 3" BARK MULCH SET CROWN FLUSH WITH TOP OF MULCH PLANT GRASSES IN CONTINUOUS BED OF SPECIFIED PLANTING SOIL COMPACTED / UNDISTURBED SUBGRADE 3" DEPTH SHREDDED BARK MULCH; PULL AWAY FROM ROOT FLARE. CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL PLANT SHRUBS IN CONTINUOUS BED OF SPECIFIED PLANTING SOIL UNDISTURBED SUBGRADE ROOT FLARE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IT BORE TO PREVIOUS EXISTING GRADE 12" MIN18 " M I N 6" MIN 12 " M I N 1. PROVIDE INTEGRAL EMERGENCY BATTERY (14 WATT OR SIMILAR) FOR ALL FIXTURES WITH "E" EMERGENCY DESIGNATION NOTES: LIGHT FIXTURE SCHEDULE TYPE MARK DESCRIPTION WATTS (W)MANUFACTURER MODEL VOLTAGE MOUNTING SWITCH ID COMMENTS X1 SURE-LITES EUX SERIES UNIVERSAL MOUNT 11 COOPER LIGHTING EUX7-1-R-WH MVOLT SURFACE AND WALL X2 Wavestream and 1-2 Light Squares 32 COOPER LIGHTING CCW LED UNV.SURFACE AND WALL X3 Wavestream and 1-2 Light Squares 32 COOPER LIGHTING CCW LED UNV.SURFACE AND WALL 2 5/31/2024 CITY COMMENTS 3 6/14/2024 CITY COMMENTS 3 3 3 3 TYPICAL GRAVITY WALL SECTION DE S I G N H E I G H T RETAINED SOIL 24" 1" - 1 1/4" 8" LEVELING PAD DETAIL W6" W + 12" NOTE: 1. THE LEVELING PAD IS TO BE CONSTRUCTED OF CRUSHED STONE OR 2000 PSI ± UNREINFORCED CONCRETE. NOTES: 1. INSTALL SEGMENTAL BLOCK WALL IN ACCORDANCE WITH APPROVED MANUFACTURER'S DETAILS AND SPECIFICATIONS AS DEFINED UNDER VTRANS 760.05 OR APPROVED EQUAL. 2. CONTRACTOR SHALL PROVIDE WALL SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER. 3. ALL RETAINING WALLS GREATER THAN 4' IN EXPOSED HEIGHT SHALL BE DESIGNED BY THE MANUFACTURERS PROFESSIONAL ENGINEER WITH PE SEALED PROJECT SPECIFIC WALL DESIGN PLANS. 8' MIN. LOW PERMEABLE SOIL CAP UNIT UNIT DRAINAGE FILL (34" CRUSHED STONE) FINISHED GRADE APPROXIMATE LIMITS OF EXCAVATION 4" PERFORATED PVC DRAINAGE TILE WRAPPED IN FILTER FABRIC (IF REQUIRED) 6" UNREINFORCED CONCRETE OR CRUSHED STONE LEVELING PAD 8" OR 6" STEP 6" CRUSHED ROCK OR REINFORCED CONCRETE LEVELING PAD 1/2" X 5 14" FIBERGLASS PINS FRONT FACE SEGMENTAL BLOCK RETAINING WALL N.T.S. TYPICAL ACCESSIBLE NO PARKING SIGN N.T.S. TYPICAL FREE STANDING SIGN N.T.S. 60"-84" TYPE A SIGN POST RESERVED PARKING SIGN NOTE: 1.CENTER SIGN POST ON PARKING STALL STRIPE. 4000 PSI (MIN.) CONCRETE 3' 8" DIA. 6" INSTALL BREAKAWAY POST SYSTEM A A' 2" DIA. STEEL PIPE WITH 5/16" HOLES @ 14" O.C. 2 - 1/4" BOLTS SIGN FACE 6" 2 - 1/2" DIA. STEEL PIPE \WITH 5/16" HOLES @ 2" O.C. 2' DIA. CONCRETE BASE 2" DIA. STEEL PIPE 6" INTERGRAL CURB AND SIDEWALK SECTION DETAIL N.T.S. SEE PLANS 1'-0" 16 " JOINT PAVEMENT SECTION 6" 4" CONCRETE SIDEWALK, 4000 PSI 6" CRUSHED STONE SUB-BASE SHALL MEET THE REQUIREMENTS OF VTRANS SPECIFICATIONS SECTION 301 & 704.06 WWF 6X6-W2.9XW2.9 6" MIN 2% MAX COMPACTED SUBGRADE ANGLED CROSSWALK STRIPING DETAIL N.T.S. N.T.S. CROSSWALK STRIPING DETAIL SEE PLANS 6'- 0 " MI N . 6" M I N . 12" -24" (TYP.) SIDEWALK RAMP 4 5 ° WHITE PAINT NOTES: 1. COMPACT SUBGRADE TO A MODIFIED PROCTOR DENSITY OF 95% 2. SUBBASE COURSE SHALL HAVE NO MORE THAN (10%) TEN PERCENT BY WEIGHT FINER THAN NO. 200 SIEVE. 3. REFER TO GEOTECHNICAL ENGINEERING REPORT FOR SUBGRADE PREPARATION/COMPACTION REQUIREMENTS. 1.5" ASPHALTIC CONCRETE TOP, VTRANS 702.021 1 3 2 5 3" ASPHALTIC CONCRETE BINDER, VTRANS 702.012 10" CRUSHER-RUN STONE BASE, VTRANS 704.063 MIRAFI 500X GEOTEXTILE FABRIC, VTRANS 720.044 4 COMPACTED SUBGRADE5 ASPHALT PAVEMENT SECTION NOT TO SCALE TYPICAL ACCESSIBLE PARKING LOT WITH ADJACENT SIDEWALK 7.5% MAX.7.5% MAX. 8' MIN.8' MIN. 8' 20 ' 9 0 ° 4' M I N . RAMP CURBING TYPICAL ACCESS AISLE SIGN SMOOTH TRANSITION CURB TYPICAL PARKING SPACE SIGNTYPICAL PARKING SPACE SIGN 4" WIDE BLUE OR WHITE STRIPES DIAGONAL STRIPES AT 45° ANGLE, 2' O.C. 2' O . C . PEDESTRIAN ACCESS ROUTE PEDESTRIAN ACCESS ROUTE RAMP PEDESTRIAN ACCESS ROUTE NOTES: 1.THIS SHEET IS INTENDED TO DEPICT THE DIMENSIONAL REQUIREMENTS OF TYPICAL ACCESSIBLE PARKING LOT SPACES. SEE SITE PLAN FOR COMPLETE LAYOUT. 2.ACCESSIBLE PARKING SPACES SHALL BE AT LEAST 8' WIDE AND SHALL HAVE AN ADJACENT ACCESS AISLE 8' WIDE MEASURED PERPENDICULAR TO THE STALL STRIPE TO ACCOMMODATE VANS WITH LIFTS. 3.EACH ACCESSIBLE PARKING SPACE SHALL BE MARKED BY PERMANENTLY INSTALLED GROUND MOUNTED SINGS WHICH DISPLAY THE INTERNATIONAL SYMBOL FOR ACCESS. EACH ACCESS AISLE SHALL BE MARKED BY PERMANENTLY INSTALLED GROUND MOUNTED SIGNS INDICATING THAT STOPPING IS NOT PERMITTED IN THE AISLE. SIGNS SHALL NOT BLOCK THE ACCESSIBLE CLEAR WIDTH OF ADJACCENT WALKWAYS. SIGNS LOCATED WHERE THEY MAY BE HIT BY VEHICLES BEING PARKED SHALL BE INSTALLED AS SHOWN IN THE ACCESSIBLE PARKING SIGN DETAIL. THE BOTTOMS OF THE SIGNS LOCATED ON POSTS INSTALLED IN PAVED AREAS SHALL BE 7' MINIMUM ABOVE THE WALKWAY SURFACE. 4.SLOPES AT ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ADJOINING WALKWAYS SHALL NOT EXCEED 1.5% MAXIMUM IN ANY DIRECTION FOR DESIGN AND LAYOUT, AND 2.0% MAXIMUM FOR WORK ACCEPTANCE, WHILE PROVIDING POSITIVE DRAINAGE. 5.REQUIRED ACCESSIBLE PARKING SPACE AND ACCESS AISLE STRIPING AND OTHER OPTIONAL PAVEMENT ARKINGS, SUCH AS THE INTERNATIONAL ACCESS SYMBOL, SHALL BE PAINTED WHITE OR BLUE. 6.A SMOOTH, FLUSH TRANSITION MUST BE PROVIDED BETWEEN ALL PEDESTRIAN WALKWAYS, ACCESSIBLE PARKING SPACES AND AISLES. 7.CONTACT THE LOCAL MUNICIPALITY TO VERIFY THE SPECIFIED PARKING LAYOUT MEETS LOCAL REQUIREMENTS. DETECTABLE WARNING UNIT ACCESSIBLE SYMBOL DETAIL WHITE PAINT BLUE PAINT 40.75" 48 . 0 " 39 . 0 " 40.75" NOTE: 1.PAINT SHALL MEET THE REQUIREMENTS OF THE VTRANS SPECIFICATIONS SECTION 646 STOP BAR PAINTING DETAIL N.T.S. NOTE: 1.PAINT SHALL MEET THE REQUIREMENTS OF THE VTRANS SPECIFICATIONS SECTION 646 18" STOP BAR (3) 6" WIDE WHITE PAINTED LINES 12 " (2) 4" WIDE YELLOW PAINTED LINES 6" GALVANIZED STEEL PIPE BOLLARD N.T.S. FINISHED GRADE 4,000 PSI CONCRETE REFER TO PAVEMENT DETAIL AS APPROPRIATE 3' - 5 " T Y P . 3' - 0 " , TY P . 6" , TY P . 3" MIN. 3" MIN. MALLEABLE IRON OR CAST IRON SCREW CAP COLUMN FILLED WITH CONCRETE DRILL AND PIN CAPS TO PREVENT REMOVAL SCHEDULE 80 5-INCH STEEL PIPE O.D. = 6.6-INCHES I.D. = 4.8-INCHES PAINTED SAFETY YELLOW CONCRETE FILLED (NOTE: USE PLASTIC SLEEVE) 1" CONCRETE SIDEWALK DETAIL N.T.S. EXPANSION JOINT WITH JOINT FILLER AND SEALANT CONTRACTION JOINT 2 SECTION A-A FINISHED GRADE 1 1222 1 2 PLAN STIFF BRISTLE-BROOM FINISH PERPENDICULAR TO PEDESTRIAN TRAFFIC 6" CRUSHED STONE SUB-BASE SHALL MEET THE REQUIREMENTS OF VTRANS SPECIFICATIONS SECTION 301 & 704.06 4" 4,000 PSI CONCRETE WIDTH VARIES (REFER TO PLAN) 25' MAX. 5', TYP. 6" A A 2% MAX.5" 6" COMPACTED SUBGRADE N.T.S. RESURFACE PAVEMENT NOTES: 1. REMOVE DIRT, WATER, GREASE, AND OTHER MATERIAL FROM THE EXISTING ASPHALT CONCRETE SURFACE THAT WOULD PREVENT BONDING OF THE OVERLAY AND EXISTING PAVEMENT. 2. CRACKS‚ 14" TO 1" SHALL BE FILLED WITH ASPHALT CEMENT UNTIL FLUSH WITH THE SURFACE. CRACKS OVER 1" IN WIDTH SHALL BE PATCHED WITH WEARING SURFACE, TYPE 7F, MATERIAL AND COMPACTED. 3. A TACK COAT SHOULD BE USED TO BOND GEOTECHNICAL FABRIC TO THE SURFACE OF THE EXISTING PAVEMENT. TACK COAT SHALL BE APPLIED AT A RATE OF 0.25 TO 0.30 GALLONS PER SQUARE YARD. EXISTING PAVEMENT NEW 112"" ASPHALT WEARING SURFACE, VTRANS SECTION 501.14 NEW ASPHALT CONCRETE,TRUING & LEVELING, AS REQUIRED PAVEMENT FABRIC 1. NOTES: TYPE I TYPE II = 1/4" - 1" WIDE CRACK SEAL OR AS ORDERED BY ENGINEER (S-430-X.X) = >1" OR AS ORDERED BY ENGINEER - REMOVE AND REPLACE ASPHALT PAVEMENT A.O.B.E (S-430-X.X) PRIOR TO PLACEMENT OF BITUMINOUS ASPHALT OVERLAY CONTRACTOR SHALL CLEAN AND REPAIR EXISTING PAVEMENT. CONTRACTOR SHALL REPAIR CRACKS IN ACCORDANCE WITH THE FOLLOWING: MILLED SURFACE MILL 1 1 2" EXISTING ASPHALT (ITEM S-420-X.X) AND REPLACE WITH 112" TYPE 6 TOP COURSE (ITEM S-400-X.X) A.O.B.E. PROPOSED GRADE TYPE I PAVEMENT REPAIR CLEAN AND SEAL CRACKS (ITEM S-430-X.X) (SEE NOTE 1) SAW CUT ALL SIDES OF EXISTING PAVEMENT (SEE NOTE 2) PAVEMENT PREPARATION TYPE II REMOVE EXISTING ASPHALT AND REPLACE WITH MAT'L MEETING REQ. OF ITEM S-400-5.2, TYPE 3 BINDER COURSE(4" MIN). ALL COSTS INCLUSIVE TO ITEM S-430-X.X (SEE NOTES 1, 2, & 3) BITUMINOUS TACK COAT EXPOSED SURFACES (SEE NOTE 1) CORRECT SURFACE IRREGULARITIES USING ITEM S-400-X.X A.O.B.E TACK COAT (ITEM S-450-X.X) 2.ALL COSTS ASSOCIATED WITH TYPE II PAVEMENT PREPARATION, INCLUDING SAWCUTS, TACK COAT, REMOVAL OF EXISTING MATERIAL, REWORK OF SUBBASE, SUPPLY AND PLACEMENT OF TYPE-3 ASPHALT PAVEMENT SHALL BE INCIDENTAL TO ITEM S-430-X.X CLEAN SURFACE PRIOR TO TACK COATING PLACE AND COMPACT TYPE 3 BINDER TO MATCH EXISTING PAVEMENT SECTION OR A MINIMUM OF 4" WHICHEVER IS GREATER. MAXIMUM LIFT THICKNESS = 4" MINIMUM LIFT THICKNESS = 2 12" 3. PAVEMENT PREPARATION TYPE I CLEAN CRACK UTILIZING COMPRESSED AIR SEALING MAT'L MEETING THE REQUIREMENTS OF ASTM D-6690, SQUEEGEE PLUSH W/ SURFACE ASPHALT PAVEMENT REHABILITATION DETAIL N.T.S. ACCESSIBLE RAMPS WITH DETECTABLE WARNING STRIP DETAILS 1 1/2" - 2 1/2" 2" NOTE: THESE PARALLEL AND PARALLEL/PERPENDICULAR CURB RAMPS MAY BE USED AT INTERSECTIONS AND MID BLOCK LOCATIONS. SIDEWALK NOTES: 1.THE DETECTABLE WARNING DETAILS PROVIDED ARE NOT DRAWN TO SCALE, THE QUANTITY OF DOMES DEPICTED ON THE DETECTABLE WARNING FIELD (THE DOMES AND THE ENTIRE 2' LEVEL SURFACE) IS FOR ILLUSTRATION ONLY. 2.LOCATION OF DETECTABLE WARNINGS. DETECTABLE WARNINGS SHALL BE LOCATED SO THAT THE EDGE OF THE WARNING FIELD NEAREST TO THE ROADWAY OR STREET SURFACE IS 6'' TO 9'' (1' WHERE TRANSVERSABLE CURB IS USED) FROM THE EDGE OF THE ROADWAY/STREET, OR FROM THE FACE OF THE DROPPED CURB, WHERE A DROPPED CURB CONTINUES ACROSS THE BOTTOM OF THE SIDEWALK CURB RAMP. THE DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE. 3.DOME ALIGNMENT. DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF TRAVEL. 4.PAYMENT LINES ARE THE 2' DIMENSION SHOWN IN THE DETAILS EXTENDING THE FULL WIDTH OF THE CURB RAMP AND/OR APPLICABLE SURFACES. LANDINGS SHALL HAVE A MINIMUM CLEAR DIMENSION OF A 5' BY 5' SQUARE. 5.LANDINGS MAY OVERLAP WITH ADJACENT LANDINGS OR A SINGLE LANDING MAY SERVE MULTIPLE CURB RAMPS OR PARALLEL OR PARALLEL/PERPENDICULAR RAMPS. LANDINGS MAY OVERLAP WITH THE CLEAR GROUND SPACE REQUIRED AT PEDESTRIAN SIGNAL PUSH BUTTONS. 6.CROSS SLOPES: THE MAXIMUM CROSS SLOPE OF CURB RAMPS SHALL BE 2 PERCENT. THE MAXIMUM CROSS SLOPE AT LANDINGS IS 2 PERCENT IN ANY DIRECTION. SURFACES SHALL GENERALLY LIE IN CONTINUOUS PLANES WITH A MINIMUM OF SURFACE WARP. 7.THE RUNNING GRADE OF CURB RAMPS SHOULD BE AS FLAT AS PRACTICABLE. THE MAXIMUM RUNNING GRADE OF ANY PORTION OF ANY CURB RAMP SHALL BE 1:12 (8.3%). CURB RAMPS ARE NOT REQUIRED TO BE LONGER THAN 15'. 8.THE SURFACE OF ALL CURB RAMPS SHALL BE STABLE, FIRM AND SLIP RESISTANT. A COARSE BROOM FINISH RUNNING PERPENDICULAR TO THE SLOPE IS RECOMMENDED ON CONCRETE RAMP SURFACES, EXCLUSIVE OF THE DETECTABLE WARNING FIELDS. 9.CURB RAMPS LOCATED WHERE PEDESTRIANS MAY WALK ACROSS THE CURB RAMP SHALL HAVE FLARED SIDES. THE LENGTH OF THE FLARES SHALL BE AT LEAST TEN (10) THE TIMES THE CURB HEIGHT, MEASURED ALONG THE CURB LINE. WHEN INFEASIBLE OR IMPRACTICABLE TO PROVIDE A LANDING THAT IS AT LEAST 4' WIDE (MEASURED FROM THE TOP OF THE RAMP TO THE BACK OF THE SIDEWALK), THE LENGTH OF THE FLARES SHALL BE TWELVE (12) TIMES THE CURB HEIGHT MEASURED ALONG THE CURB LINE. 10.COORDINATE ALL TRAFFIC CONTROL DEVICES, UTILITY LOCATIONS, SIGNS, STREET FURNITURE AND DRAINAGE TO ENSURE A CONTINUOUS PEDESTRIAN ACCESS ROUTE AT ALL CURB RAMP LOCATIONS. GUIDANCE FOR CROSSWALK MARKINGS AND TRAFFIC CONTROL DEVICES IS PROVIDED IN THE MUTCD. DRAINAGE GRATES AND UTILITY ACCESS COVERS ARE NOT ALLOWED IN RAMP WALKING SURFACES OR LANDINGS. 11.AT MARKED CROSSINGS, THE FULL WIDTH OF THE RAMP SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS. THE SIDES OF THE RAMPS (THE FLARES) NEED NOT BE WITHIN THE WIDTH OF THE MARKINGS. 12.RAMP TRANSITIONS BETWEEN WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT VERTICAL CHANGES (1/4" MAX). 1:10 MAX 1:10 MAX1:1 2 MA X 1:50MAX.SIDEW A L K WIDTH MIN. 5'RAMP WI D T H , MI N . 5'RA M P WIDTH MIN. 5'RAMP VA R I E S RA M P L E N G T H 1:1 2 MA X 1:50MAX.SIDEW A L K 1:5 0 M A X . SID E W A L K MAX. 1:12 MAX. 1:12 1" 1/2" MIN. 1/ 2 " M I N . 1 1 / 2 " - 2 1 / 2 " 1" 50% - 65% OF BASE DIAMETER 0. 2 " FULL RAMP WIDTH 1" - 1 1/2" 2' N.T.S. CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - D E T S . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SITE DETAILS ---- ---- AJF AJF 18715.02 03/01/2024 MD-01 PERMIT SET 20'20'20' 3" DEEP CONSTRUCTION JOINT 3" T Y P 6" PCC SLAB AT 4,500 PSI ASPHALT PAVEMENT 10" CRUSHED STONE SUB-BASE SHALL MEET THE REQUIREMENTS OF VTRANS SPECIFICATIONS SECTION 301 & 704.06 4" TYP 3" TYP 6x6-W5.5xW5.5 WWF REINFORCING (TYP.) NOTES: 1.SLABS TO BE TREATED WITH ONE (1) PENETRATING SEALER BELOW: 1.1.BARRICADE WB244, EUCLID CHEMICAL 1.2.SS HARDEN X SI, SEAL SOURCE INTERNATIONAL, LLC 2.F'C=4,500 PSI MIN. CONCRETE PAVEMENT/PAD SECTION N.T.S. TERMINAL SECTION NOTES: 1. BOTTOM TENSION WIRE SHALL BE 7 GAUGE ATTACHED WITH 12-1/2 GAUGE HOG RINGS, 12' C-C. 2. TOP RAIL COUPLINGS SHALL BE SPACED EVERY 20'. EXPANSION COUPLINGS SHALL BE AT 100' INTERVALS. 3. TOP RAIL WIRE TIES SHALL BE SPACED 24" MAX. 4. FENCE SHALL CONFORM WITH ALL VTRANS STANDARDS 5. CONTRACTOR TO PROVIDE SHOP DRAWING FOR GATES PRIOR TO BEGINNING WORK 1-5/8" O.D. TOP RAIL TERMINAL POST 2-7/8" O.D. 3/8" DIA. TRUSS ROD AT CORNERS AND ANGLE SECTIONS 5 GALV. STEEL BANDS (1/8" X 7/8" MIN.) TURNBUCKLE BRACE 1-5/8" O.D. AT CORNERS & ANGLE SECTIONS BRACE RAIL 1-1/4" O.D. 0.79 LBS./FT. #7 TENSION WIRE 12" 3' - 0 " 3' - 6 " 1" M I N . 4" M A X . 2500 PSI CONC. FOR ALL POSTS 8' - 0 " ASTM A392 , 2" CHAIN LINK FENCE FABRIC , 9 GAUGE , 2 COATING 3-2 STRAND BARBED WIRE 12-1/2 GAUGE, 4 POINTED BARBS LINE POST 2-3/8" O.D.PULL POST 8'-0"8'-0" 8' CHAIN LINK FENCE WITH BARDED WIRE N.T.S. 8' GALVANIZED CHAIN LINK FENCE N.T.S. LINE SECTION PULL OR CORNER SECTION CORNER OR INTERMEDIATE (PULL) POST (INSTALLATION TYPICAL FOR BOTH) FORM TOP 2' WITH SONOTUBE "TYPE" FORM OR EQUAL (TYP.) KNUCKLED SELVAGE (TYP.) 3/8" TRUSS ROD (TYP.) FORM TOP 2' WITH SONOTUBE (TYP.) RECOMMENDED IN ALL AREAS REQUIRED IN PAVED AREAS AND AT GATES BOTTOM RAIL (TYP.) CONCRETE (TYP.) TOP RAIL (TYP.) LINE POST (TYP.) BANDS (TYP.) 8' 6" ( T Y P . ) 12" (TYP.) 42 " ( T Y P . ) NOTES: 1.ALL FENCING TO COMPLY WITH VTRANS STANDARDS WHEEL STOP DETAIL N.T.S. 6'-0" 12" SPECIFICATIONS: CONCRETE:4000 P.S.I. @ 28 DAYS ENTRAINED AIR: 5% - 9% STEEL:A.S.T.M. 496-A615 GRADE 60-60 KSI. WEIGHT:168 7" 5" 4" CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - D E T S . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SITE DETAILS ---- ---- AJF AJF 18715.02 03/01/2024 MD-02 PERMIT SET BIORETENTION BASIN DETAIL INFLOW S W A L E TOP OF INFILTRATION BASIN ELEV. PERMANENT SEDIMENT FOREBAY RIP RAP CHANNEL PROTECTION RIP RAP BROAD CRESTED WEIR UNDERDRAIN SEE DETAIL THIS SHEET CHANNEL PROTECTION OVERBANK FLOOD CONTROL EXTREME FLOOD CONTROL TOP OF FOREBAY ELEV. INFILTRATION BASIN 3 1 3 1 3 1 3 1 BOTTOM ELEVATION BOTTOM ELEVATION BASIN REQUIRED TO DE-WATER WITHIN 48 HOURS NOTES: 1.CONTRACTOR SHALL AVOID COMPACTING SOILS IN INFILTRATION BASIN FOOTPRINT. IF SOILS ARE COMPACTED, DECOMPACTION MUST BE PERFORMED PER THE SEASONAL HIGH GROUND WATER AND NYSDEC GUIDELINES FOR DEEP RIPPING AND DECOMPACTION. STORMWATER MANAGEMENT PRACTICE DATA TABLE MANAGEMENT AREA TYPE CONTRIBUTING DRAINAGE AREA (AC) FOREBAY ELEVATION (FT)BASIN ELEVATION (FT)MAXIMUM PONDING DEPTH (FT) OUTLET STRUCTURE RIM LOW FLOW ORIFICE TOP BOTTOM TOP BOTTOM DIA.INV. BIORETENTION BASIN 3.00 312.0 311.5 312.76 311.5 313.0 312.50 4"312.00 STORM ELEVATION TABLE BASIN WQv 1 - YEAR STORM (CPv)312.60 10 - YEAR STORM (OVERBANK FLOOD CONTROL)312.73 100 - YEAR STORM (EXTREME FLOOD CONTROL)312.87 2' S U M P (T Y P . ) 1' - 4 " MA X , STEP AS REQUIRED, SEE NOTES 2'-0" LIMIT OF EXCAVATION (TYP.) 6" BACKFILL WITH SUITABLE MATERIAL PER VTRANS SPECIFICATIONS SECTION 601.07, COMPACTED IN CONFORMANCE WITH VTRANS STANDARD SPECIFICATIONS SECTION 203.11 (d) TOP OF FOOTING 8" 12 " CRUSHED STONE SUB-BASE SHALL MEET REQUIREMENTS OF VTRANS SPECIFICATIONS SECTION 301 & 704.06 CONCRETE STRUCTURE SHALL BE IN ACCORDANCE WITH VTRANS SPECIFICATIONS SECTION 705.02 SEE DRAINAGE STRUCTURE FRAME/GRATE DETAIL THIS SHEET NOTES: 1.ALL SPECIFIED DRAINAGE STRUCTURE ITEMS SHALL BE SUPPLIED AND PLACED IN ACCORDANCE WITH VTRANS STANDARD SPECIFICATIONS - SECTION 705.03, DRAINAGE STRUCTURES. 2.DRAINAGE STRUCTURES SHALL BE CAST IN PLACE (RECTANGULAR ONLY) OR PRECAST UNITS (RECTANGULAR OR ROUND). 3.THE CONTRACTOR MAY SUBSTITUTE ROUND, PRECAST STRUCTURES USING SIZES INDICATED ON AASHTO M 199. 4.ALL DRAINAGE STRUCTURES SHALL BE DESIGNED TO WITHSTAND H-20 LOADING. 5.STEPS SHALL BE REQUIRED IN ALL STRUCTURES DEEPER THAN 4'-0". TO 15" PIPE CATCH BASIN #2 STRUCTURE NOT TO SCALE 4" LOW FLOW ORIFICE UNDERDRAIN PIPE SEE DRAINAGE STRUCTURE DETAIL THIS SHEET 6" M I N . 1' - 4 " M A X . STEP AS REQUIRED, SEE NOTES GRATE SHALL BE IN ACCORDANCE WITH VTRANS SPECIFICATIONS SECTION 604.04 FINISHED GRADE BACKFILL WITH SUITABLE MATERIAL PER VTRANS SPECIFICATIONS SECTION 601.07, COMPACTION IN CONFORMANCE WITH VTRANS STANDARD SPECIFICATIONS SECTION 203.11 (d) CONCRETE STRUCTURE SHALL BE IN ACCORDANCE WITH VTRANS SPECIFICATIONS SECTION 705.02 LIMIT OF EXCAVATION (TYP.) 2'-0" 6" NOTES: 1.ALL SPECIFIED STORM STRUCTURE ITEMS SHALL BE SUPPLIED AND PLACED IN ACCORDANCE WITH VTRANS STANDARD SPECIFICATIONS - SECTION 705.03 2.ALL DRAINAGE STRUCTURES SHALL BE DESIGNED TO WITHSTAND H-20 LOADING. 3.STEPS SHALL BE REQUIRED IN ALL STRUCTURES DEEPER THAN 4'-0". TAR COATING STRUCTURE FRAME & GRATE NOT TO SCALE DRAINAGE STRUCTURE FRAME & GRATE N.T.S. OUTLET STRUCTURE DETAIL N.T.S. Bc MIN. Bc+24" D SUITABLE BACKFILL MATERIAL PER VTRANS SPECIFICATION SECTION 601.07, COMPACTED IN CONFORMANCE WITH VTRANS STANDARD SPECIFICATION 203.11(d) BEDDING MATERIAL (VTRANS STANDARD SPECIFICATION 601.04) COMPACTED IN CONFORMANCE WITH VTRANS STANDARD SPECIFICATION 203.11 (d) 3" NOTES: 1. BRACING, SHEETING OR SHORING AS REQUIRED BY THE LATEST VERSION OF THE VERMONT DEPARTMENT OF LABOR AND U.S. DEPARTMENT OF LABOR O.S.H.A. REGULATIONS SHALL BE PREPARED BY A NYS LICENSED PROFESSIONAL ENGINEER. 2. ALL SPECIFIED STORM PIPE ITEMS SHALL BE SUPPLIED AND PLACED IN ACCORDANCE WITH VERMONT STANDARD SPECIFICATIONS - SECTION 601, CULVERT AND STORM DRAINS. FINISHED GRADE 4" TOPSOIL GRASSED AREA PAVED AREA 12" OR TO SUBGRADE, WHICHEVER IS LESS Bc/3 LOOSELY PLACE SELECT GRANULAR FILL IN MIDDLE BEDDING AREA, DO NOT COMPACT TO ESTABLISH STABLE BEDDING CONDITION UNDERCUT BACKFILLED WITH SELECT GARULAR FILL MAY BE ORDERED BY THE ENGINEER. (MIN. DEPTH 12", MAX. DEPTH 24") COMPACT OUTER BEDDING IN CONFORMANCE WITH VTRANS STANDARD SPECIFICATION SECTION 601.04 PAVEMENT SECTION SUBBASE 16" HDPE PIPE (VTRANS ITEM 625.1016) STORM PIPE BEDDING N.T.S. 24 " DIA. NOTES: 1. MATERIAL SHALL BE GRAY CAST IRON CONFORMING TO A.S.T.M. A48 (LATEST REVISION) CLASS 30B. 2. UNITS DESIGNED HEAVY DUTY FOR A.A.S.H.T.O. HS20-44 WHEEL LOADS. 3. EACH FRAME AND COVER SHALL HAVE MACHINED HORIZONTAL BEARING SURFACES. 4. ALL SURFACES TO BE BITUMINOUS COATED 34" 24 1/2" 1 3 / 8 " 7" 24" 22 3/8" V I L LAGE OF GRE E N I S L A N D S E W ER S T O RM S Y S TEM STORM SEWER MANHOLE FRAME & COVER N.T.S. LOW FLOW ORIFICE OUTLET STRUCTURE N.T.S. UNDERDRAIN DETAIL 12 " M I N . 4" M I N . 6" 6"6" CRUSHED STONE FILLER SHALL MEET VTRANS STANDARDS 4" PERF. PVC FILTER FABRIC TOPSOIL 6" MIN. HORIZONTAL OVERLAP CONTRACTOR SHALL VERIFY A MINIMUM OF 1.0 in./hr PERCOLATION RATE FOR THE UNDERLYING SOILS BELOW THE PROPOSED UNDERDRAIN PIPE. ENGINEER TO VERIFY TEST RESULTS PRIOR TO UNDERDRAIN INSTALLATIONS. CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - D E T S . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T STORM DETAILS ---- ---- AJF AJF 18715.02 03/01/2024 MD-03 PERMIT SET 3 6/18/2024 CITY COMMENTS 3 9" 24" DIRECTION AS REQUIRED FOR EACH EV CHARGER SIZE AS REQUIRED 18" RADIUS OF CONCRETE BLOCK 18" FOR NON-TRAFFIC AREA 24" MIN FOR TRAFFIC AREA 2-1/2" MIN ELECTRIC VEHICLE CHARGING STATION AND FOUNDATION DETAIL BTC POWER MODEL #EVP-2002-30-1 OR APPROVED EQUAL, PURCHASED BY OWNER, CONTRACTOR SHALL INSTALL EXPANDING MASONARY ANCHORS PER MANUFACTURER'S REQUIREMENTS BASE PLATE NOTES: 1. SECURE REVENUE CONTROL EQUIPMENT TO CONCRETE SIDEWALK IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. CONTRACTOR IS TO COORDINATE WITH MANUFACTURER FOR EQUIPMENT LAYOUT AND CONDUIT PLACEMENT. CLASS A 4,000 PSI CONCRETE WATER MAIN TRENCH FINISHED SURFACE TREATMENT AS REQUIRED OR TO MATCH EXISTINGTR E N C H B A C K F I L L IN I T I A L B A C K F I L L .5 2 " .9 4 " UNDISTURBED MATERIAL TRENCH WIDTH AT TOP OF OF PIPE TO BE PIPE OUTSIDE DIAMETER + 36" WA T E R M A I N 5 ' M I N . 12 " M I N . NOTES: 1.ALL TRENCHING TO BE IN ACCORDANCE WITH OSHA STANDARDS AND VERMONT DEPT. OF LABOR CODE. 2.BEDDING - CLASS I OR II MATERIAL; WASHED SAND, SEA GRAVEL OR CRUSHED STONE. COMPACT CLASS II MATERIAL TO 85% STANDARD PROCTOR DENSITY. 3.HAUNCHING AND INITIAL BACKFILL - CLASS II MATERIAL; COARSE SAND OR SELECT GRAVEL. PLACE IN LIFTS; TO PIPE SPRING LINE, TO TOP OF PIPE AND TO 12" MINIMUM OVER TOP OF PIPE. COMPACT EACH LIFT TO 85% STANDARD PROCTOR DENSITY. 4.TRENCH BACKFILL - APPROVED ON SITE OR IMPORTED MATERIAL. PLACE IN 8" LIFTS AND COMPACT TO 95% STANDARD PROCTOR DENSITY. N.T.S. REFER TO PLANS FOR PIPE SIZE AND TYPE. SEE NOTE 2 SEE NOTE 3 SEE NOTE 4 SANITARY SEWER LATERAL CLEAN-OUT FLEXIBLE RUBBER JOINT CONNECTOR, PER ASTM C-594 WITH 3,000 PSI CONCRETE CRADLE FROM BUILDING NOTES: 1.IT IS RECOMMENDED THAT ALL SOLVENT WELD JOINTS BE MADE AS FOLLOWS: ·CLEAN DRY HUBS AND SPOTS ·PRIMER APPLIED TO PARTS BEING CONNECTED ·PVC SOLVENT WELD CEMENT APPLIED DIRECTLY OVER PRIMER ·PVC TYPE I IS COMPATIBLE FOR SOLVENT WELDING TO SDR-21 OR ANY OTHER PVC TYPE I PIPE MADE TO "STEEL PIPE" OUTSIDE DIMENSIONS 2.FILL SHALL BE PLACED IN 6" LIFTS AND TAMPED AFTER EACH LIFT. 3.AVAILABLE LATERAL/CLEANOUT CONFIGURATIONS: ·4'' x 4'' x 4'' ·6'' x 6'' x 6'' ·6'' x 6'' X 4'' STONE BEDDING; REFER TO "TRENCH AND RESTORATION DETAIL" TO SEWER LATERAL; SDR-21 DWV PVC WYE ASTM D-2665 SCH 40 (TEES NOT ALLOWED) PIPE BACKFILL; REFER TO "TRENCH AND RESTORATION DETAIL" GRAVITY SEWER MAIN AND FORCE MAIN TRENCH TRENCH BACKFILL INITIAL BACKFILL HAUNCHING BEDDING 6" MIN. UNDISTURBED MATERIAL TRENCH WIDTH TO BE PIPE OUTSIDE DIAMETER + 36" FORCE MAIN 5' MIN. 12 " M I N . PIPE SPRING LINE 12" MIN. OVER ROCK OR UNSUITABLE SOIL FORCE MAIN/GRAVITY SEWER MAIN SEE PLANS FOR PIPE SIZE AND TYPE. PIPE MATERIALS SEE UTILITY PLANS FOR PIPE SIZE AND MATERIAL NOTES: 1.ALL TRENCHING TO BE IN ACCORDANCE WITH OSHA STANDARDS AND VERMONT DEPT. OF LABOR CODE 2.BEDDING, HAUNCHING AND INITIAL BACKFILL SHALL CONSIST OF CRUSHED STONE BEDDING 3.TRENCH BACKFILL - BACKFILL UNDER ROADS, DRIVES, SIDEWALKS, CURBS AND UTILITIES SHALL BE SELECT GRANULAR FILL, PLACED AND COMPACTED IN LIFTS NOT TO EXCEED 6". BACKFILL IN OTHER AREAS SHALL BE A SUITABLE EXCAVATED MATERIAL (NO STONES LARGER THAN 6"), PLACED AND COMPACTED IN LIFTS NO GREATER THAN 6" TO SAFETY COVER. N.T.S. CONCRETE PAD VALVE BOX 6" MECHANICAL JOINT 5' MIN. COVER SQUARE 12" FINISHED GRADE 4"1'-6" TO FACE STREET PUMPER NOZZLE MANUFACTURER APPROVED PLUGGED AS REQUIRED EXTENSION PIECES 3" BREAKAWAY SECTION GATE VALVE 6" HYDRANT (ANCHOR) TEE, MJ NOTES: 1.THE VALVE BOX SHALL BE INSTALLED PLUMB IN RELATION TO VALVE IN WHICH IT CONTROLS. 2.SIMILAR INSTALLATION FOR WATER AND FIRE PROTECTION MAINS. 3.VALVE COVER FOR FIRE PROTECTION MAINS SHALL READ "FIRE". 4.HYDRANT SHALL BE PAINTED RED FOR FIRE PROTECTION AND POTABLE USE AND BLACK FOR RAW WATER AND MAINTENANCE. 4.MATCH NOZZLE THREADS AND OPERATING DIRECTION TO EXISTING HYDRANTS. 5.CONTRACTOR SHALL PROVIDE CHAIN WITH I.D. TAG ON ALL NEW HYDRANTS (BLACK HYDRANTS LABELED AS NON-POTABLE). CHAIN AND TAG SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION. ALL EXISTING HYDRANTS SHALL BE REMOVED OR REPLACED AS SHOWN ON PLANS. SEE PLANS FOR NUMBERING SEQUENCE. 6.HYDRANT THRUST BLOCKS SHALL BE PROVIDED AS FOR A DEAD END AT LOCATIONS SHOWN ON THE DETAIL AND/OR AS REQUIRED BY THE OWNER. THRUST BLOCKS AT HYDRANTS SHALL BE USED TO COINCIDE WITH RESTRAINED JOINTS (NOT AS A REPLACEMENT). 7.STAINLESS STEEL, THREADED ROD JOINT RESTRAINTS SHALL BE INSTALLED BETWEEN THE TEE FITTING AND VALVE, AS WELL AS THE VALVE AND HYDRANT ASSEMBLY. 8.THE HYDRANT DRAIN HOLE SHALL BE KEPT UNOBSTRUCTED, CARE SHALL BE USED TO KEEP THRUST RESTRAINTS FROM BLOCKING DRAIN HOLE. IF THE HYDRANT DRAIN IS LOCATED WITHIN 10'-0" OF A SANITARY SEWER OR STORM DRAIN, OR IF GROUNDWATER IS FOUND WITHIN 6'-6" OF FINISHED GRADE, THE HYDRANT DRAINS SHALL BE PLUGGED. 9.BELOW GRADE VALVES SHALL BE POLYWRAPPED. EO P O R F A C E O F C U R B MUELLER SUPER CENTURION 250 MODEL A-423 OR APPROVED EQUAL HYDRANT TO HAVE ONE 5-1/4" MAIN VALVE, TWO 2-1/2" HOSE OUTLETS, ONE PUMPER NOZZLE, AND PLUG DRAINS IF GROUNDWATER IS ENCOUNTERED. MJ WITH RESTRAINED JOINTS VTRANS ITEM 301.2500 - SUB-BASE COURSE DRIP VALVE (DO NOT PLUG W/ CONCRETE) CONCRETE THRUST BLOCK UNDISTURBED EARTH UNDISTURBED EARTH CONCRETE THRUST BLOCK CONCRETE THRUST BLOCK VTRANS ITEM 301.2500 - SUB-BASE COURSE 2' - 6" MINIMUM PREFERRED AS FAR AS POSSIBLE PREFERRED AS CLOSE AS POSSIBLE FIRE HYDRANT ASSEMBLY N.T.S. (2) - NEW PUMPS TO BE VAUGHN MODEL S3P-090 SUBMERSIBLE CHOPPER PUMP OR APPROVED EQUAL (DUAL ALTERNATING) NEW FLOAT BRACKET UE UE UE UE PROPOSED CONTROL PANEL FLOAT BRACKET 8' I.D. STEEL MANHOLE ADDITIONAL SYSTEM DESIGN REUIREMENTS: INFLUENT SEWER INV.=313.50' SUSPENDED FLOATS (BACKUP ONLY) 1 1 1 1 PUMP OFF TBD LOW WATER ALARM TBD BOTTOM ELEV. TBD HIGH WATER ALARM TBD PUMP ON TBD 96" INSIDE DIAMETER (ASSUMED) LIFT OUT ASSEMBLY (2) - PROPOSED PUMPS TO BE VAUGHN MODEL S3P-090 SUBMERSIBLE CHOPPER PUMP OR APPROVED EQUAL NOTES: 1. PUMP ALARMS SHALL BE BOTH AUDIBLE AND VISUAL. ALARM PLACEMENT TO BE COORDINATED WITH OWNER. 2. SEVERAL APPURTENANCES IN SECTION MAY BE SHOWN OUT OF LOCATION FOR INFORMATIONAL PURPOSES. 3. PUMPS SHALL BE SIZED TO BE DUAL ALTERNATING PUMPS, EACH CAPABLE OF HANDLING PEAK HOURLY FLOWS WITH ONE UNIT OUT OF SERVICE. 1. PROVIDE BY-PASS CONNECTION 2. PROVIDE BY-PASS SUCTION LINE 3. UTILIZE OUTSIDE DROPS FOR INFLUENT LINES 4. PUMP STATION AND VALVE VAULT MUST BE HIGH POINT WITH POSITIVE SLOPE AWAY FROM STRUCTURE 5. PROVIDE EMERGENCY BACKUP POWER - NATURAL GAS GENERATION 6. FLOAT SYSTEM ONLY NEEDED AS A BACKUP. LEVELS TO BE CONTROLLED BY LEVL TRANSDUCER N.T.S. 4. 0 ' PUMP STATION NEW SUBMERSIBLE PUMP EXISTING RAILS NEW 4" PVC SDR 35 PIPE EXISTING 2" FORCE MAIN EXISTING 2" DUCTILE IRON PIPE NEW GALV. LIFTING CHAIN EXISTING JUNCTION BOX WITH WATERTIGHT SEALS AND STRAIN RELIEF EXISTING 6" D.I. VENT WITH MUSHROOM CAP EXISTING UNDERGROUND ELECTRIC FROM BUILDING EXISTING ELECTRICAL CONDUIT TO DUPLEX PUMP CONTROL PANEL. CONTRACTOR TO PROVIDE CONTROL PANEL AND ALARMS. COORDINATE FINAL LOCATION WITH DIRECTOR'S REPRESENTATIVE. EXISTING JUNCTION BOX WITH WATERTIGHT SEALS AND STRAIN RELIEF EXISTING LIFT OUT RAIL (TYP.) TO REMAIN - MODIFY AS NEEDED FOR NEW PUMP MOUNTS EXISTING 2" PVC PIPE FORCE MAIN EXISTING 8" I.D. EXISTING STEEL MANHOLE TO REMAIN INV. ±313.50 EXISTING 2" & 3" INFLUENT TO REMAIN EXISTING COVER VENT WITH MUSHROOM CAP TO REMAIN FLEXIBLE MANHOLE BOOT NEW 4" PVC SDR 35 PIPE INV. 313.50 CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - D E T S . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T UTILITY DETAILS ---- ---- AJF AJF 18715.02 03/01/2024 MD-04 PERMIT SET MANAGEABLE 2 FOOT CONTAINMENT AREA CATCH BASIN DUMPING STRAPS OPTIONAL OVERFLOW PORTS LIFT STRAPS STORM GATE REINFORCED CORNERS NOTES: 1.CONTENTS SHALL BE REMOVED PRIOR TO 50% CAPACITY & DISPOSED OF AS REQUIRED. INLET PROTECTION N.T.S. NOTES: 1.MIRAFI FILTER FABRIC TO BE SECURED TO FENCE POSTS WITH STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED. 3.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 10' MAX C. TO C. MIRAFI FILTER FABRIC OR EQUAL (STAPLE TO LATHE) EMBEDDED FILTER CLOTH A MIN. OF 6" IN GROUND COMPACTED SOIL 54" MIN. FENCE POST MIRAFI FILTER FABRIC OR EQUAL FLOW 2' +/- 2 1/2' UNDISTURBED GROUND 4" 2' +/- HEIGHT OF FILTER = 2 1/2'. SECTION VIEW 54" MIN. LENGTH FENCE POSTS DRIVEN 2' +/- INTO GROUND. FLO W FLO W SILT FENCE N.T.S. STAKES PER BALE (2) 2"x2"x4' ANCHOR BALES WITH BALES TO BUTT POLYETHYLENE SHEETING BINDING WIRE STRAW BALE (TYPICAL) WOOD STAKE (TYPICAL) 10 MIL 6" MIN DEPTH AGGREGATE 6" MIN IMBEDMENT (TYPICAL) EXISTING GRADE AGGREGATE CONCRETE WASHOUT BLACK LETTERS ON WHITE BACKGROUND GALVANIZED "U" FINISH GRADE CHANNEL POST ALL AROUND POLYETHYLENE SHEETING 10 MIL 12" MIN 3'-0" MIN SOIL EMBEDMENT 7'-0" TO BOTTOM OF SIGN 12 " 18" 12" MAX 18"± 30"± VA R I E S 10' MIN. NOTES: 1.CONTAINMENT MUST BE STRUCTURALLY SOUND AND LEAK FREE AND CONTAIN ALL LIQUID WASTES. 2.CONTAINMENT DEVICES MUST BE OF SUFFICIENT QUANTITY OR VOLUME TO COMPLETELY CONTAIN THE LIQUID WASTES GENERATED. 3.WASHOUT MUST BE CLEANED OR NEW FACILITIES CONSTRUCTED AND READY TO USE ONCE WASHOUT IS 75% FULL. 4.WASHOUT AREA(S) SHALL BE INSTALLED IN A LOCATION EASILY ACCESSIBLE BY CONCRETE TRUCKS. 5.ONE OR MORE AREAS MAY BE INSTALLED ON THE CONSTRUCTION SITE AND MAY BE RELOCATED AS CONSTRUCTION PROGRESSES. 6.AT LEAST WEEKLY REMOVE ACCUMULATION OF SAND AND AGGREGATE AND DISPOSE OF PROPERLY. SIGN SHALL BE PLACED IN A PROMINENT LOCATION AT WASHOUT AREA AREA SEASONAL HIGH GROUNDWATER TABLE CONCRETE WASHOUT N.T.S. EROSION AND SEDIMENT CONTROL PLAN NOTES: 1.THE EROSION AND SEDIMENT CONTROL PLAN IS INTENDED TO REPRESENT A CONCEPTUAL APPROACH TO EROSION AND SEDIMENT CONTROL. IT IS FURTHER INTENDED THAT THE OWNER AND CONTRACTOR SHALL IMPLEMENT PRACTICES, AS REQUIRED, TO CONTROL EROSION AND SEDIMENT IN ACCORDANCE WITH THE VERMONT STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL AND SWPPP. 2.INSTALL SILT FENCE, AND ALL OTHER EROSION CONTROL MEASURES AS INDICATED ON THE PLAN PRIOR TO THE START OF ANY EXCAVATION WORK. EROSION CONTROL MEASURES WILL BE IMPLEMENTED IN ACCORDANCE WITH THE VERMONT STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, VERMONT STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION AND THE GOVERNING MUNICIPALITY REQUIREMENTS. 3.REMOVE AND STOCKPILE TOPSOIL IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL PLAN. REPLACE TOPSOIL TO A MINIMUM 4" DEPTH. ALL DISTURBED AREAS ARE TO BE HYDROSEEDED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL PLANS. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND REMOVAL OF TEMPORARY SEDIMENTATION CONTROLS, INCLUDING INLET PROTECTION AND SILT FENCE. EROSION CONTROL MEASURES SHALL NOT BE REMOVED BEFORE AREAS HAVE BEEN PROPERLY STABILIZED. 5.CONTRACTOR SHALL MAINTAIN A STOCK PILE OF EROSION AND SEDIMENT CONTROL MEASURES ON SITE AS INDICATED ON THE PLAN. 6.NO PETROLEUM PRODUCTS ARE TO BE STORED ON SITE WITHOUT PRIOR APPROVAL OF THE LOCAL STORMWATER INSPECTOR. ANY PETROLEUM ON SITE WILL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL GOVERNMENT REGULATIONS. 7.WRAP YARD INLET GRATES IN FILTER FABRIC PROGRESSIVELY AS STORM SEWER AND YARD INLETS ARE INSTALLED. 8.ALL EROSION CONTROL MEASURES ARE TO BE REPLACED WHENEVER THEY BECOME CLOGGED OR INOPERABLE AND SHALL BE REPLACED AT A MINIMUM OF EVERY 3 MONTHS. 9.JUTE MESH WILL BE USED ON SLOPES STEEPER THAN 3:1 AND WHEREVER NECESSARY TO CONTROL EROSION AND SILTATION OF EXISTING DRAINAGE SYSTEMS AS ORDERED BY THE ENGINEER. 10.ALL DISTURBED AREAS SHALL BE FINISH GRADED TO PROMOTE VEGETATION ON ALL EXPOSED AREAS AS SOON AS PRACTICABLE. STABILIZATION PRACTICES (TEMPORARY/PERMANENT SEEDING, MULCHING, GEOTEXTILES, ETC.) MUST BE IMPLEMENTED WITHIN SEVEN (7) DAYS WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, AND NOT EXPECTED TO RESUME WITHIN FOURTEEN (14) DAYS. 11.ALL RIP-RAP OUTLET PROTECTION TO BE CONSTRUCTED PER VDEC STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. 12.CONTRACTOR SHALL TAKE THE NECESSARY MEASURES, INCLUDING WATER SPRINKLING, TO PROVIDE DUST CONTROL DURING CONSTRUCTION. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL TEMPORARY AND PERMANENT EROSION CONTROL FEATURES THROUGHOUT THE DURATION OF CONSTRUCTION. A.ALL SEDIMENT TRAPPING DEVICES AND INLET PROTECTION DEVICES SHALL BE CLEANED OF ACCUMULATED SILT WHEN STORAGE CAPACITY HAS BEEN REDUCED BY 50% OF THEIR DESIGN CAPACITY. B.ALL SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCE AND STRAW BALES WHEN IT ACCUMULATES TO A MAXIMUM HEIGHT OF 6". C.AFTER VEGETATION HAS BEEN SUBSTANTIALLY ESTABLISHED, EXCAVATE SWALES OF ACCUMULATED SILT. RE-ESTABLISHED VEGETATION ON DISTURBED AREAS. D.SEDIMENT COLLECTED BY EROSION CONTROL MEASURES SHALL BE DISPOSED OF BY SPREADING ON-SITE OR HAULED AWAY IF DETERMINED TO BE UNSUITABLE FOR FILL. 14. ALL DISTURBED AREAS SHALL BE STABILIZED, HYDROSEEDED WITHIN 7 DAYS OF CEASED CONSTRUCTION ACTIVITY. 15. TOTAL PROJECT DISTURBANCE AREA PER THE VDEC SPDES STANDARDS IS 0.23 ACRES.THIS INCLUDES THE FOLLOWING AREAS: A.CONCRETE ENTRANCE WAY TO BUILDING FRONT ENTRANCE B.CONCRETE SIDEWALK TO BUILDING SIDE ENTRANCE C.INSTALLATION OF BIORETENTION BASIN D.NEW PARKING LOT ENTRANCE & BUS LOADING AREA E.PARKING LOT EXPANSION AREA F.EXISTING PARKING LOT REDUCTION AREA 16. ALL AREAS TO REMAIN AS PERVIOUS VEGETATED AREAS SHALL BE RESTORED IN ACCORDANCE WITH THE VERMONT STORMWATER MANAGEMENT DESIGN MANUAL 17. RUNOFF SHOULD NOT BE ALLOWED INTO BIO-RETENTION AREA UNTIL ALL CONTRIBUTING AREAS AND BIO-AREA HAVE BEEN STABILIZED. IF SEDIMENT IS BUILT UP HERE IT SHOULD BE REMOVED AND REPLACED WITH BIO-RETENTION SOIL Signature: ___________________________ Date: _________ Designer Certification I hereby certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. I hereby certify that this Erosion Prevention and Sediment Control Plan was prepared in conformance with the requirements of DEC’s General Permit for Stormwater Runoff from Construction Sites (General Permit 3-9020) and DEC’s The Vermont Standards and Specifications for Erosion Prevention and Sediment Control. I also certify that I am knowledgeable in the principles and practices of erosion prevention and sediment control and possess the skills to assess conditions at the construction site that could impact stormwater quality and to assess the effectiveness of any sediment and erosion control measures selected to control the quality of stormwater discharges from the construction activity. POSTS SHALL BE PLACED 2' INTO THE GROUND MAXIMUM DISTANCE OF 8' BETWEEN POSTS NOTES: 1.SAFETY FENCE SHALL BE ULINE 4' STANDARD SAFETY FENCE MODEL NO. S-14713 OR APPROVED EQUIVALENT. 2.SAFETY FENCE POST SHALL BE ULINE 6' STANDARD FENCE POST MODEL NO. H-4637 OR APPROVED EQUIVALENT 6' SAFETY FENCE POST TYP. (SEE NOTE 2) SITE DEMARCATION FENCE N.T.S. CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - D E T S . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T EPSC DETAILS N/A DEL AJF AJF 18715.02 03/01/2024 MD-05 PERMIT SET FD S S S S D D D D D D D D D DD D D D D D D D D D D D D D D D D D D D D DD D D D D D D D D D D D D UG T U G T UG T UG T UGT UGT UG T G 8" ø G T S 8" ø G T R 8" ø G T S 8"ø G T R X X X X > X X 4"POP L A R ( 2 ) VENT P I P E 14"MA P L E 14"MA P L E CON C . W A L K GATE 10"AP P L E 11 12 23 21 EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING BETA LEASE LINES` BETA TECHNOLOGY MASTER PLAN BOUNDARY OVERALL AIRPORT PROPERTY LINE VERMONT FLIGHT ACADEMY LEASE LINE EXISTING UTILITY EASEMENT ZONING BOUNDARY 1 1 CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - M A S T E R P L A N L I M I T S . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T MASTER PLAN LIMITS 1"=80' ---- AJF AJF 18715.02 03/01/2024 MP-01 PERMIT SET SCALE 0 80 160 240 FT LEGEND PROPOSED EXISTING PAVEMENT REHABILITATION PROPOSED NEW FULL DEPTH PAVEMENT EXISTING IMPERVIOUS AREAS TO BECOME LAWN EXISTING BUILDINGS BETA MASTER PLAN BOUNDARY LEASE LINES PROPERTY LINES EXISTING UTILITY EASEMENT ZONING BOUNDARY 1 4/10/2024 CITY COMMENTS 1 HOUR RATING 2 HOUR RATING FE OR FEC AP FDC SP 3 HOUR RATING RATED CONSTRUCTION: ACCESSIBLE PERIMETER BUILDING FRONTAGE: 1/2 HOUR RATING OTHER: WALL/PARTITION CEILING/ FLOOR ASSEMBLY ABOVE SMOKE BARRIER CODE RELATED DISTANCE OR PATH OF TRAVEL FIRE EXTINGUISHER (CABINET) LOCATION FIRE ALARM ANNUNCIATOR PANEL FIRE DEPARTMENT CONNECTION STAND PIPE EXIT SIGN LOCATION EXIT, EXIT CAPACITY AND NUMBER USING EGRESS COMPONENT EXIT EXIT EXIT SMOKE PARTITION NAME CAP.OCC. CODE PLAN LEGEND CODE SUMMARY BUILDING IS FULLY PROTECTED WITH AN NFPA-13 SPRINKLER SYSTEM CONSTRUCTION TYPE: (NFPA 101) [IBC] UNPROTECTED NON-COMBUSTIBLE (II-000) [IIB] USE GROUP: (NFPA 101) [IBC] BUILDING IS TREATED AS MIXED USE; UNSEPARATED AND SEPARATED OCCUPANCY SHOPS / AIRCRAFT HANGAR (STORAGE) [S-1] CLASSROOMS (EDUCATION) [E] CIRCULATION / OFFICES/ SUPPORT (BUSINESS) [B] BUILDING HEIGHT EXISTING MID-POINT OF ROOF +/- 43' - 6" STORIES 1 SQUARE FOOTAGES EXISTING (20 GSF DE MINIMIS ADD) LEVEL 1 34,175 GSF MEZZANINE 2,600 GSF TOTAL 36,775 GSF BUILDING AREA EXISTING (20 GSF DE MINIMIS ADD) GROUND LEVEL 34,175 GSF OCCUPANCY: SEE SUMMARY ON CODE PLAN FIRE RESISTANCE RATINGS (IN HOURS) EXTERIOR BEARING WALLS:N/A EXTERIOR NONBEARING WALLS UP TO 50' SEPARATION:2 HRS EXTERIOR NONBEARING WALLS GREATER THAN 50' SEPARATION:0 INTERIOR BEARING WALLS SUPPORTING MORE THAN ONE FLOOR, COLUMNS, OR OTHER BEARING WALLS:N/A INTERIOR BEARING WALLS SUPPORTING A ROOF ONLY:N/A INTERIOR CORRIDOR WALLS:SMOKE PART. INTERIOR WALL SEPARATING HANGAR FROM OTHER BUILDING AREAS:1 HR OTHER INTERIOR NONBEARING WALLS:PER PLAN COLUMNS SUPPORTING MORE THAN ONE FLOOR, COLUMNS, OR OTHER BEARING WALLS:0 COLUMNS SUPPORTING A ROOF ONLY:0 BEAMS, GIRDERS, TRUSSES, AND ARCHES SUPPORTING MORE THAN ONE FLOOR, COLUMNS, OR OTHER BEARING WALLS:0 BEAMS, GIRDERS, TRUSSES, AND ARCHES SUPPORTING A ROOF ONLY:0 FLOOR CONSTRUCTION:0 ROOF CONSTRUCTION:0 ELEVATORS, STAIRS AND SHAFTS UP TO 3 STORIES N/A ELEVATORS, STAIRS AND SHAFTS 4 OR MORE STORIES N/A ADDITIONAL NOTES DESIGN TO MEET REQUIREMENTS OF VERMONT COMMERCIAL BUILDING ENERGY STANDARDS (2023). SEE MECHANICAL AND ELECTRICAL DIVISIONS FOR ADDITIONAL CBES STATEMENTS. PRESCRIPTIVE CODE STANDARDS FOR BUILDING COMPONENTS MODIFIED AS PART OF RENOVATION PROJECT: ROOF: NONE* WALL, ABOVE GRADE: R-20ci WALL, BELOW GRADE: NONE* SLAB-ON-GRADE, UNHEATED: NONE* SWINGING OPAQUE DOOR: U-0.37 SECTIONAL DOOR: R-10 FIXED FENESTRATION: U-0.33 OPERABLE FENESTRATION: U-0.37 ENTRANCE DOORS: U-0.68 SKYLIGHTS: U-0.48 SHGC AT WINDOWS/DOORS: 0.40 MAX SHGC AT SKYLIGHTS: 0.38 MAX * EXISTING BUILDING WITH EXISTING ROOF AND SLAB ON GRADE SEE NOTES ON SECTION REGARDING CONDITIONS AREAS TBD - CBES C406 "ADDITIONAL EFFICIENCY PACKAGE OPTIONS" State Codes • Vermont Fire and Building Safety Code 2015 edition • Vermont Electrical Safety Rules 2017 edition Vermont Plumbing Rules 2018 edition • Vermont Elevator Safety Rules 2014 edition • Vermont Access Rules (ADA) 2012 edition • Vermont Commercial Building Energy Standards 2023 edition • VOSHA - Safety & Health Standard Model Codes Adopted by Inclusion or Reference • NFPA 1 Uniform Fire Code 2015 edition • NFPA 101 Life Safety Code 2015 edition • International Building Code (IBC) 2015 edition • NFPA 70 National Electrical Code 2017 edition • ICC International Plumbing Code 2018 edition • The National Board Inspection Code, 2015 edition National Board of Boiler & Pressure Vessel Inspectors Federal Guidance • 2010 ADA Standards for Accessible Design 2010 edition Building Type Specific Code • NFPA 409 Standard on Aircraft Hangars 2016 edition APPLICABLE CODES LIST NOT INCLUSIVE OF ALL RELEVANT, APPLICABLE OR REFERENCED CODES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 A B C D E F G H I SHOP 2 - H.S. 3831 SF 50 SF/Occ. 77 Occupants SHOP 1 - H.S. 3441 SF 50 SF/Occ. 69 Occupants STORAGE 241 SF 500 SF/Occ. 1 Occupants MECHANICAL 287 SF 500 SF/Occ. 1 OccupantsLOBBY, OFFICES, UTILITIES, CIRC. 4393 SF 100 SF/Occ. 44 Occupants CLASSROOM 1 569 SF 20 SF/Occ. 29 Occupants SHOP 3 - H.S. 3713 SF 50 SF/Occ. 75 Occupants STORAGE 690 SF 500 SF/Occ. 2 Occupants SHOP 4 - ADULT 1796 SF 50 SF/Occ. 36 Occupants CLASSROOM 2 611 SF 20 SF/Occ. 31 Occupants CLASSROOM 3 646 SF 20 SF/Occ. 33 Occupants CLASSROOM 4 754 SF 20 SF/Occ. 37 Occupants AVIATION HANGAR 11747 SF 500 SF/Occ. 24 Occupants HANGAR DOOR Not Enclosed Area Uses General (Business Use) Classroom Education-Vocational Storage and Servicing Storage OCCUPANCY COMPARISON MAX BY CODE SF MAX BY VT-AOE REGULATIONS PROGRAM 1 - SHOP AND CLASSROOM 98 16 STUDENTS + 2 TEACHERS PROGRAM 2 - SHOP AND CLASSROOM 108 16 STUDENTS + 2 TEACHERS PROGRAM 3 - SHOP AND CLASSROOM 108 16 STUDENTS + 2 TEACHERS PROGRAM 4 - SHOP, CLASSROOM, AND HANGAR 97 25 STUDENTS + 2 TEACHERS LOBBY, OFFICES, UTILITIES, CIRC. + STORAGE 49 N/A - ASSUME 30 VISITORS TOTAL OCCUPANCY 460 - EGRESS DESIGN BASIS 111 - MAXIMUM ANTICIPATED USE RESTROOMS - 4 WCS, ALL SINGLE OCCUPANT EDUCATIONAL FACILITIES = 1 WC PER 50 OCCUPANTS = 200 OCCUPANT CAPACITY NOTE: CURRENT FACILITIES SERVING THESE PROGRAM SPACES WORK WELL WITH 3 TOTAL RESTROOMS, CONSISTENT WITH OCCUPANCY BY VT-AOE REGULATIONS. RATED HANGAR WALL EXTENDS ABOVE MEZZANINE MECHANICAL 224 SF 500 SF/Occ. 1 Occupants 18 2' 143' 1 7 3' 142' 108' 64'+29'+39' = 132' 15 16 C.1 A.1 KNOX BOX ANNUNCIATOR PANEL KNOX BOX REMOTE ANNUNCIATOR PANEL N N - PROJECT NORTH T - TRUE NORTH m - MAGNETIC NORTHTm4'0 8' 16' GRAPHIC SCALE 1 2 3 4 5 6 7 8 9 10 11 12 1314 A B C D E F G H I STORAGE 2142 SF 500 SF/Occ. 5 Occupants MECHANICAL 460 SF RATED CEILING OVER SPACE BELOW RATED CEILING OVER SPACE BELOW 64' 6 4 ' 29' 15 16 C.1 A.1 OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 As indicated BDL Designer Checker 11/17/2023 CODE PLANS G200 Permit Set SCALE:1/16" = 1'-0"G200 2 CODE PLAN GROUND LEVEL SCALE:1/16" = 1'-0"G200 1 MEZZANINE NO. DATE DESCRIPTION 59" MIN. @ FLR-MTD TOILET 58 " 12 " TO I L E T P A P E R O U T L E T 48 " M A X . 56" MIN. @ WALL-HUNG TOILET TOILET PARTITION WHERE OCCURS 42"12" 12"24" 18" H. C . 17 " M A X . 19 " S T D . 48 " 12 " 24" 15" MIN.WATER CLOSET SIDE WALL 1 1/2" DIA. GRAB BAR WITH 1 1/2" GAP FROM WALL WATER CLOSET BACK WALL URINALH.C . URINAL SCREEN WHERE OCCURS LAVATORY OR VANITY SINK CLEARANCES (TOE/KNEE CLEARANCES) 27 " M I N . OFFSET WASTE ACCESSIBLE SINK BOWL 6 1/2" DEEP. ALL EXPOSED PIPES UNDER VANITY OR SINK SHALL BE INSULATED 60" MIN. 9" T O E S P A C E 6" SP A C E 9" T O E 6" COUNTER WHERE OCCURS CONTROLS ON MORE OPEN SIDE OF ACCESSIBLE W.C. @ 44" MAX AFF TOILET PARTITION WHERE OCCURS ADA DRINKING FOUNTAIN ADA DRINKING FOUNTAIN 7" - 9" MI N . 1 1 / 2 " 12 " 33 " - 3 6 " 34 " ST D . 19 " 38 " M I N . 43 " M A X . 36 " M A X . WH E R E R E Q ' D 27 " C A N E S K I R T 17 " - 1 9 " 34 " M A X . TO M I R R O R E D S U R F A C E 40 " M A X . 29 " M I N . 9" M I N . 6" MAX.8" MIN. 17" MIN. DEPTH 15 " M I N . 15" MIN. 5" MAX. H.C. 13 1/2" MIN. PULL SIDE MIN. 1'-6"5'- 0 " PUSH SIDE 4'- 0 " X NOTE: X=12 INCHES IF THE DOOR HAS BOTH A CLOSER AND A LATCH PULL SIDE X Y FRONT APPROACH HINGE APPROACH NOTE: X=36 INCHES MINIMUM IF Y=60 INCHES, X= 42 INCHES MINIMUM IF Y=BETWEEN 54-60 INCHES PUSH SIDE Y 3'- 6 " 4'-6" NOTE: Y=48 INCHES MINIMUM IF THE DOOR HAS BOTH A CLOSER AND A LATCH PULL SIDE MIN. 2'-0"Y 4'- 0 " HINGE APPROACH PUSH SIDE Y 3'- 6 " 2'-0" NOTE: Y=48 INCHES MINIMUM IF THE DOOR HAS A CLOSER NOTE: Y=54 INCHES MINIMUM IF THE DOOR HAS A CLOSER R NOTE FOR ALL CLEARANCES: R = MAXIMUM 8 INCHES OR PROVIDE CLEAR AREA IN WALL RECESS AND FORWARD APPROACH IF S EXCEEDS 8 INCHES, SIDE APPROACH NOT APPLICABLE, PROVIDE FORWARD APPROACH S S SRS LATCH APPROACH LATCH APPROACH FRONT APPROACH 1. ALL MOUNTING HEIGHTS LISTED ARE MEASURED TO FINISHED FLOOR. 2. ALL HORIZONTAL CLEARANCES TO ADJACENT WALLS ARE AS MEASURED TO FINISHED WALL. 3. COORDINATE WITH ARCHITECT THE LOCATION OF ALL CONTROL DEVICES. 4. WHEN MULTIPLE DEVICES ARE IN CLOSE PROXIMITY, PROVIDE LAYOUT FOR ARCHITECT APPROVAL. 5. CANE DETECTOR BARRIER IS REQUIRED BELOW ACCESSORIES THAT PROJECT >4" FROM WALL. GENERAL NOTES 48 " M A X ( A D A ) 42 " MIRROR ABOVE SINK OR COUNTER SOAP DISPENSER (SURFACE MOUNTED) PAPER TOWEL DISPENSER SANITARY NAPKIN VENDING TO B . O . RE F L E C T I V E SU R F A C E BABY CHANGING STATION HAND SANITIZER DISPENSER MIR SD HSD PTD SNV BCH SEAT COVER DISPENSER SCD TOILET TISSUE DISPENSER (ADA) TTD 40 " M A X . 33 "42 "42 " 48 " M A X . 48 " M A X . 12 " A B V G R A B B A R 48 " M A X . TOILET TISSUE DISPENSER (NON-ADA) TTD TOILET TISSUE DISPENSER TTD TOILET TISSUE DISPENSER TTD PAPER TOWEL DISPENSER - RECESSED PTD-R CHILD PROTECTION SEAT CPS MOBILE DEVICE HOLDER MDH SANITARY NAPKIN DISPOSAL SND 24 " 24 "30 " 14 " M I N . BO T T O M 2" F R O M P A R T I T I O N 42 " 24 " TOILET TISSUE DISPENSER (ADA) TTD 12 " A B V G R A B B A R 48 " M A X . TOILET TISSUE DISPENSER (NON-ADA) TTD 24 "42 " WASTE RECEPTACLE. VERIFY WITH OWNER BACK WALL 8" FROM CL WALL MIRROR NOT OBSTRUCTED TO B . O . RE F L E C T I V E SU R F A C E MIR 35 " M A X . PURSE SHELF PS FOOT OPERATED DOOR OPENER FOD SECURE SHARPS DISPOSAL FOR PUBLIC USE SSD 48 " M A X . TO T O P O F HO O K ROBE HOOKS (ADA) RH 80 " SHOWER CURTAIN ROD SCR 48 " 42 " INSTALL ON PULL SIDE 66 " ROBE HOOKS (NON-ADA) RH CL JANITOR'S CLOSET MOP & BROOM HOLDER DOOR VIEWER (ADA) DOOR EQ EQ 54 " FIRE EXTINGUISHER CABINET 36 " FLUSHED 0" - 6 1/2" SEMI-RECESSED 1 1/2" - 5" SEMI-RECESSED 2 1/2" - 4" SEMI-RECESSED 3 1/2" - 3" SEMI-RECESSED 4" - 2 1/2" FEC-X MBH DV FEC-F FEC-SR1 FEC-SR2 FEC-SR3 FEC-SR4 10LB FIRE EXTINGUISHER CABINET PROJECTION - R.O. DEPTH 43 " CL DOOR VIEWER (NON-ADA) DOOR EQ EQ 60 " DV CL E A R 18 " M I N . CLEAR 18" MIN. LC CENTERED ON TACTILE CHARACTERS NOTE: WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOOR WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. (2010 ADA STANDARDS 703.4.2) PERMANENT ROOM IDENTIFICATION SIGNS PLAN VIEW MOUNT TO BASE LINE OF TACTILE CHARACTERS BETWEEN 4' - 0" AND 5' - 0" PERMANENT ROOM IDENTIFICATION SIGNS PRI 48 " CL 3"3" ROOM SCHEDULER DOOR ACCESS CONTROL TERMINAL SIGN ACCESSIBLE TELEPHONE TELEPHONE C CL WALL SCONCES OUTLETS OUTLETS BACKSPLASH @ CASEWORK, OUTLET COVER PLATE MTD. HORIZONTALLY, (MAX 25" DEEP COUNTER, IF COUNTER DEPTHS EXCEED 25" PROVIDE ADDL. OUTLET AT SIDE WALL) MAGNETIC OR MECHANICAL DOOR HOLDER PANEL BOARD SECURITY CARD READER FIRE ALARM AUDIBLE/ VISUAL ALARM AUTOMATIC DOOR PUSH BUTTON TO B O T T O M O F N O N - A D A SC O N C E TO T O P B R E A K E R L 80 " 82 " TO R E A D E R 42 " 84 " MA X . 54 " 48 " 74 " 44 " 42 " NURSE CALL DEVICE 48 " 18 " CL CEILING TYP DOOR ELECTRICAL 48 " DOOR FRAME 2"-6" FROM EXIT SIGN LOCKDOWN BUTTON THERMOSTAT SWITCHES 96 " EQ EQ WHEN CEILING IS LESS THAN 8'-6" AFF SCALE:1/2" = 1'-0" ADA MOUNTING REQUIREMENTS -PLUMBING FIXTURES AND ACCESSORIES1 A001 SCALE:1/4" = 1'-0" ADA DOOR CLEARANCES -ADAAG 20102 A001 OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 As indicated FFF Designer 11/17/2023 MOUNTING AND CLEARANCE STANDARDS A001 Permit Set SCALE:1/4" = 1'-0" TYPICAL MOUNTING HEIGHTS -TOILET ACCESSORIES3 A001 SCALE:1/4" = 1'-0" TYPICAL MOUNTING HEIGHTS -OTHER ACCESSORIES5 A001SCALE:1/4" = 1'-0" TYPICAL MOUNTING HEIGHTS -ELECTRICAL AND DATA4 A001 NO. DATE DESCRIPTION 1. SHEET A003 TO A005 ARE COMPLEMENTARY. DETAILS ON SHEET A003 APPLY TO WALL TYPES ON SHEET A004 AND A004 UNLESS NOTED OTHERWISE. 2. " WALL" AND "PARTITION" ARE USED ON DRAWINGS TO DENOTE EITHER WALLS OR PARTITIONS INTERCHANGEABLY. 3. WALLS SHALL BE SELECT CONSTRUCTION AS DESCRIBED IN THE FIRE RESISTANCE DESIGN MANUAL OF THE GYPSUM ASSOCIATION. WALLS NOT DESIGNATED WITH A TYPE SHALL BE TYPE 4A2. 4 SEE WALL TYPE AND SUBTYPE FOR SIZE AND NUMBER OF LAYERS OF WALL BOARD. WALL BOARD SHALL BE 5/8" TYPE 'X' GYPSUM WALL BOARD UNLESS NOTED OTHERWISE. 5. TYPICAL DETAILS APPLY TO ALL PARTITION TYPES UNLESS NOTED OTHERWISE. 6. SEE TYPICAL PARTITION DETAILS AND NOTES FOR DETAILS ON STANDARD PARTITION HEADS. REFER TO STRUCTURAL DRAWINGS FOR DEFLECTION CRITERIA. SEALANT JOINT NOTED ON ARCHITECTURAL DRAWINGS DOES NOT INDICATE REQUIRED DEFLECTION DESIGN OR SPACING. 7. SEE LIFE SAFETY PLANS FOR LOCATIONS OF FIRE-RATED PARTITIONS. 8. DETAILS ARE DIAGRAMMATIC – PRECISE REQUIREMENTS OF TEST ASSEMBLIES GOVERN. WALL ASSEMBLIES SHALL COMPLY WITH THE INDIVIDUAL U400 - SERIES (OR V400 - SERIES FOR HW-D-0119) WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY. ROOF ASSEMBLIES SHALL COMPLY WITH THE INDIVIDUAL P700, P800 OR P900 - SERIES ROOF-CEILING DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY, INCLUDING ANY CONSTRAINTS IN THE CITED DESIGNS. NO SUBSTITUTIONS OF MATERIALS OR DEVIATIONS FROM CONSTRUCTION ARE ALLOWED EXCEPT THAT THICKER RATED WALL BOARD MAY BE USED, DEEPER STUDS MAY BE USED, SOUND ATTENUATION BLANKETS MAY BE ADDED AND/OR ADDITIONAL WALL BOARD LAYERS MAY BE ADDED. 9. OPENINGS FOR ALL ITEMS RECESSED INTO FIRE-RATED PARTITIONS (SUCH AS OUTLET BOXES, PANEL BOXES, ETC) SHALL BE PROTECTED WITH BACK-UP MATERIALS SO AS TO RETAIN THE INTEGRITY OF THE PARTITION RATING. FOR FIRE BARRIERS, MEMBRANE PENETRATIONS ARE TO COMPLY WITH NFPA 101 8.3.5.6. 10. PENETRATIONS IN AND PERIMETER OF FIRE RATED AND SMOKE PARTITIONS SHALL BE FIRESTOPPED. SEE MECHANICAL DRAWINGS AND SPECIFICATIONS FOR FIRESTOPPING AND SMOKE PROOFING REQUIREMENTS OF DUCT, PIPE, AND CONDUIT PENETRATIONS THROUGH FULL HEIGHT PARTITIONS. 11. WHERE ROOMS WITH DIFFERENT PARTITION REQUIREMENTS ARE ADJACENT THE PARTITION WITH THE GREATER FIRE-RATING, PRESSURE RATING AND STC RATING SHALL BE USED BETWEEN THEM. IF THESE REQUIREMENTS CONFLICT, CONSULT WITH ARCHITECT. 12. AT INTERSECTION OF DISSIMILAR PARTITION TYPES, HIGHEST FIRE RATED PARTITION IS TO RUN THROUGH THE INTERSECTION TO MAINTAIN ENCLOSURE. MAINTAIN RATING OF RATED PARTITION AT INTERSECTION WITH COLUMN ENCLOSURES BY EXTENDING RATED CLOSURE AS REQUIRED. 13. STUDS SHALL BE LOCATED SO AS NOT TO CONFLICT WITH FLUSH OR RECESS MOUNTED ITEMS SUCH AS FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES AND THE LIKE. PROVIDE BLOCKING, METAL SUPPORT STRAPS OR OTHER HARDWARE CAPABLE OF SUPPORTING THE LOAD SAFELY. 14. WHERE SPACE IS TOO TIGHT TO ALLOW STUDS TO BYPASS STRUCTURAL ELEMENTS SUCH AS COLUMNS OR STRUCTURAL BRACING, FRAMING SHALL BE CONFIGURED AS AN INFILL BETWEEN THESE ELEMENTS, ALLOWING THE WALLBOARD TO BYPASS THE INTERRUPTION. PROVIDE ADDITIONAL SUPPORT IF THE DISTANCES BETWEEN STUDS OR TRACKS EXCEEDS 16". 15. IN NON-FIRE-RATED AND SMOKE PARTITIONS, PENETRATIONS AND PERIMETER SHALL BE SEALED WITH FLEXIBLE ACOUSTICAL SEALANT AND FILLED WITH SOUND ATTENUATION BLANKETS, UNLESS NOTED OTHERWISE. 15a.SOUND ATTENUATION BLANKET THICKNESS SHALL BE: - 1 1/2" FOR PARTITIONS W/ 1 5/8" & 2 1/2" STUDS (INCLUDING SHAFT WALLS) - 3" FOR PARTITIONS W/ 3 5/8" AND SHAFTWALLS 4" STUDS - 6 1/2" FOR PARTITIONS W/ 6" STUDS - AS REQUIRED FOR FIRE-RATING (SEE PARTITION TYPES) 16. STC RATINGS ARE MINIMUM ACOUSTICAL PERFORMANCE REQUIREMENT. SPECIFIC ACOUSTICAL TESTS ARE GIVEN FOR REFERENCE ONLY. AT ACOUSTIC WALLS SEAL ALL CRACKS, JOINTS AND VOIDS IN ACOUSTICAL CONSTRUCTION AIR TIGHT. SEALING INCLUDES, BUT IS NOT LIMITED TO: A. SEAL BOTTOM EDGES OF GWB TO FLOOR SLAB. B. SEAL ALL PENETRATIONS INCL. ELECTRICAL BOXES, PIPING, CONDUITS, DUCTS, BEAMS, JOISTS, ETC. C. SEAL SIDE EDGES OF GWB TO ABUTTING ADJACENT CONSTRUCTION. D. SEAL TOP OF GWB TO CEILING/ROOF STRUCTURE ABOVE ALLOWING FOR DEFLECTION MOVEMENT. 17. PROVIDE CEMENTITIOUS BACKER UNITS (CBU) AT WET AREAS INCLUDING SHOWERS,TUBS,JANITORS CLOSETS, TOILET PLUMBING WALLS AND SIMILAR WET AREAS. AT ISOLATED SINGLE PLUMBING FIXTURE LOCATIONS, PROVIDE 4' WIDE, FULL HEIGHT CBU BEHIND FIXTURE AND FINISH ENTIRE WALL WITH FLUSH SKIM COAT. AT OTHER LOCATIONS CONTINUE CBU UNTIL THERE IS A CORNER IN THE PARTITION. 18. PROVIDE MOISTURE RESISTANT GWB AT DAMP AREAS INCLUDING: A. AT CERAMIC TILE, WHERE CEMENTITIOUS BACKER UNITS ARE NOT REQUIRED ABOVE. B. WHERE EPOXY PAINT AND SIMILAR RIGID APPLIED WALL FINISHES ARE INDICATED. C. AT PARTITIONS ADJACENT, EITHER PERPENDICULAR OR ALIGNED, WITH CEMENTITIOUS BACKER UNITS. D. CONTINUE MOISTURE RESISTANT GWB UNTIL THERE IS A CORNER IN THE PARTITION. 19. WHERE TWO DIFFERENT PARTITION SYSTEMS ABUT, THE FINISH FACES SHALL BE FLUSH. 20. COVER ALL EXPOSED GYPSUM AND CONCRETE WALL BOARD EDGES WITH EDGE TRIM AND ALL EXPOSED CORNERS WITH CORNER BEAD. 21. ROOF ASSEMBLIES SHALL COMPLY WITH THE INDIVIDUAL P7700, P800, P900-SERIES ROOF-CEILING DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY, INCLUDING ANY CONSTRAINS IN THE CITED DESIGNS. WALL/ PARTITION TYPES - GENERAL NOTES METAL E STUD METAL CH STUDS AT 24" O.C. ADD 1/2" MOISTURE RESISTANT GWB PANEL TO MAINTAIN FLUSH WALL WHERE REQUIRED ADJACENT TO CEMENTITIOUS BOARD WHERE CEMENTITIOUS BOARD REQUIRED, ADD AS ADDITIONAL LAYER TO SHAFT WALL ASSEMBLY CORNER REINFORCEMENT METAL J RUNNER SOUND ATTENUATION BLANKET, SEE NOTES AND WALL TYPES FOR THICKNESS METAL CH STUDS AT 24" O.C. 5/8" GWB 2 LAYERS 1" LINER PANEL DUCT SURFACE A N D F R A M I N G C A P A C I T Y MA X D I M E N S I O N BA S E D O N S C R E W C O N N E C T I O N SECTION AT: 2 HOUR RATED PARTITION & WALL/ CEILING ASSEMBLY : WHI- 495-PSH-0154/0167 RATED OR CORRIDOR WALL, MAINTAIN GWB CONTINUITY FOR RATINGS NON-RATED WALL HIGHER PRIORITY WALL 2 HOUR RATED WALLS TAPE AND JOINT COMPOUND (TYP.) JAMB STUDS AS REQUIRED 1 HOUR CONSTRUCTION 1 LAYER AT ONE HOUR OR SMOKE PARTITION 5/8 GYPSUM WALLBOARD *SEE PARTITION TYPES FOR DESCRIPTIONS GA P NO M I N A L NON-FIRE RATED WALL PARALLEL TO DECK FLUTES NON-FIRE RATED WALL PERPENDICULAR TO DECK FLUTES GYPSUM WALL BOARD AND STUDS - SEE PARTITION TYPE FOR DESCRIPTION ACOUSTIC SEALANT EA. BOARD, EA. SIDE ACOUSTIC INSULATION14 GA. GALV. STEEL CLOSURE ACROSS FLUTE STEEL DECK (GALV. FLUTED FLOOR UNITS) -SEE STRUCTURAL EXISTING ROOF OR DECK - CONDITION VARIES 1" M A X ( 0 0 5 0 ) 5/ 8 " ( 0 0 0 1 ) NO M I N A L G A P FIRE RATED STUD WALL AT METAL DECK PARALLEL TO DECK FLUTES UL - HW-D-0100 - 1, 2, 3, 4 HRS FIRE RATED STUD WALL AT METAL DECK PERPENDICULAR TO DECK FLUTES UL - HW-D-0001 - 1 HR; UL - HW-D-0002 - 2 HR UL - HW-D-0050 - 1, 2, 3, 4 HRS FIRE RATED PARTITION - SEE PARTITION TYPE FOR DESCRIPTION FORMING & FILL VOID OR CAVITY MATERIAL FOR 0001 & 0002 STEEL DECK (GALV. FLUTED FLOOR UNITS) -SEE STRUCTURAL SPRAY-APPLIED FIRE PROOFING FOR (0050 & 0100) FORMING MATERIAL FOR (0050 & 0100) 0.035" THICK GALV. STEEL PLATE WITH OVAL HOLES FASTENED TO DECK MINERAL FIBER BATTS AND BLANKETS N.T.S. TYPICAL MIN. 2" 14 GA. GALV. STEEL CLOSURE ACROSS FLUTE DEFLECTION TRACK U.N.O. DEFLECTION TRACK U.N.O. EXISTING ROOF OR DECK - CONDITION VARIES 1/ 4 " 1/ 4 " SEALANT (TYP.) SCHEDULED BASE J - RUNNER SEE PARTITION TYPE FOR THICKNESS AND NUMBER OF LAYERS 1" LINER PANEL SEALANT (TYP.) SCHEDULED BASE ACOUSTIC BLANKET- SEE PARTITION TYPE SEE PARTITION TYPE FOR THICKNESS AND NUMBER OF LAYERS NOTE: 1. SEE PARTITION TYPES FOR DESCRIPTIONS OF MATERIAL, TYPES, THICKNESS AND NUMBERS OF LAYERS PER ASSEMBLY TYP. BASE SECTION DETAIL AT SHAFT WALL TYP. BASE SECTION DETAIL AT PARTITION EXTERIOR SHEATHING CLADDING WA L L EX T E R I O R EX T E R I O R W A L L GYPSUM WALLBOARD EXT. STUD WALL TRACK CONTINUOUS NOTE: 1. PROVIDE SIMILAR CONSTRUCTION WHERE DRYWALL IS FURRED ONTO EXTERIOR WALL. 2. SEE PARTITION TYPES FOR DESCRIPTIONS. 3. FIRESTOP PENETRATIONS THRU PARTITION AT FIRE-RATED PARTITIONS. SEAL PENETRATIONS WITH ACOUSTIC SEALANT AT OTHER PENETRATIONS MASONRY BACK UP WALL EXTERIOR WALL METAL STUDS TAPE AND JOINT COMPOUND FLEXIBLE SEALANT CLADDING 5/8" TYPE 'C' GYPSUM BOARD CH STUD AT 24" O.C. SECTIONS AT: SHAFT WALL FIRE RATED CEILINGS ONE HOUR CEILING BASED ON REPORT NUMBER AER-09038 1" LINER PANEL J RUNNER TWO LAYERS MIN. 1/2" TYPE 'C' GYPSUM BOARD CH STUD AT 24" O.C. TWO HOUR CEILING BASED ON REPORT NUMBER AER-09038 1" LINER PANEL J RUNNER PLAN AT: 1 HOUR RATED WALL MEMBRANE: BASED ON UL DESIGN V497 2 LAYERS 5/8" TYPE 'X' GYPSUM BOARD WITH LAMINATING COMPOUND OR (3) LAYERS OF 5/8" GWB FRAMING OR FURRING @ 24" O.C. MAX NOTE: OFFSET JOINTS OF FACE LAYER 24" FROM JOINTS IN BASE LAYER BOXES OFFSET ONE STUD SPACE FLEXIBLE SEALANT OR TAPE FLEXIBLE SEALANT OR TAPE PLANS AT: 1 HOUR RATED WALLS SEALANT MAX. 1/2" STUD FIRE SAFING INSULATION METAL TRIM SEALANT TESTS: WHI- 495-PSV-0824, 0824A STUD FIRE SAFING INSULATION METAL CONTROL JOINT COVERS , BOTH SIDES, TYP. GYPSUM WALLBOARD, BOTH SIDES, TYP. TWO LAYERS 5/8" GWB FASTENED TO STUD MAX. 1/2" MIN 1/4" . TWO LAYERS 5/8" GWB FASTENED TO STUD MAX. 1/2" MIN 1/4" . TWO LAYERS 5/8" GWB FASTENED TO STUD 1 5/8" TYPE S SCREW 24" O.C. STEEL STUDS METAL CONTROL JOINT COVERS BOTH SIDES, TYP. PLAN AT: 2 HOUR RATED WALLS TESTS: WHI- 651-0318-1; UL R4024, 96NK13566 SEE PARTITION TYPES FOR DESCRIPTIONS SEE PARTITION TYPES FOR DESCRIPTIONS STUD ACOUSTIC INSULATION METAL CONTROL JOINT COVERS , BOTH SIDES, TYP. GYPSUM WALLBOARD, BOTH SIDES, TYP. SOUND ATTENUATION BLANKET SEALANT, TYP. METAL TRIM TYP. PLANS AT: TYP. SOUND RATED WALLS TESTS: N/A SEE PARTITION TYPES FOR DESCRIPTIONS CONFIRM LOCATION OF CONTROL JOINTS WITH ARCHITECT PRIOR TO INSTALLATION 5/8" 5/8" ACOUSTIC OR CORRIDOR WALL, MAINTAIN GWB CONTINUITY NON-ACOUSTIC WALL ACOUSTIC WALLS (HIGHER PRIORITY) ACOUSTICAL SEALANT AT WALL PERIMETER & PENETRATIONS BOTH SIDES (TYP.) TAPE AND JOINT COMPOUND (TYP.) JAMB STUDS AS REQUIRED ACOUSTIC WALLS (HIGHER PRIORITY) 5/8 GYPSUM WALLBOARD *SEE PARTITION TYPES FOR DESCRIPTIONS EXTERIOR SHEATHING CLADDING WA L L EX T E R I O R EX T E R I O R W A L L GYPSUM WALLBOARD EXT. STUD WALL TRACK CONTINUOUS NOTE: 1. PROVIDE SIMILAR CONSTRUCTION WHERE DRYWALL IS FURRED ONTO EXTERIOR WALL. 2. SEE PARTITION TYPES FOR DESCRIPTIONS. 3. ACOUSTICAL SEALANT AT WALL PERIMETER & PENETRATIONS BOTH SIDES (TYP.) MASONRY BACK UP WALL EXTERIOR WALL METAL STUDS TAPE AND JOINT COMPOUND FLEXIBLE ACOUSTIC SEALANT CLADDING OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 As indicated FFF Designer 11/17/2023 TYPICAL PARTITION DETAILS AND NOTES A003 Permit Set SCALE:3" = 1'-0"A003 2 HORIZONTAL SHAFT WALL DETAIL SCALE:1 1/2" = 1'-0"A003 7 WALL INTERSECTIONS OF FIRE RATED PARTITION SCALE:3" = 1'-0"A003 1 WALL HEAD DETAILS SCALE:3" = 1'-0"A003 4 WALL BASE DETAILS SCALE:1 1/2" = 1'-0"A003 6 WALL INTERSECTIONS OF FIRE RATED PARTITION AT EXTERIOR WALLS SCALE:3" = 1'-0"A003 5 SHAFTWALL CEILING AT CORRIDORS/STAIRS SCALE:3" = 1'-0"A003 8 1-HOUR WALL MEMBRANE SCALE:1 1/2" = 1'-0"A003 11 ACOUSTIC WALLS, TYP. DETAILS SCALE:3" = 1'-0"A003 3 WALL CONTROL JOINT DETAILS SCALE:1 1/2" = 1'-0"A003 10 WALL INTERSECTIONS OF ACOUSTIC PARTITION SCALE:1 1/2" = 1'-0"A003 9 WALL INTERSECTIONS OF ACOUSTIC PARTITION AT EXTERIOR WALLS NO. DATE DESCRIPTION 4 2 3 1 STUD SIZE: 1 5/8" WALL THICKNESS: 2 7/8" STUD SIZE: 2 1/2" WALL THICKNESS: 3 3/4" STUD SIZE: 3 5/8" WALL THICKNESS: 4 7/8" STUD SIZE: 6" WALL THICKNESS: 7 1/4" CEILING, AS SCHEDULED, TYP. ACOUSTICAL SEALANT HEAD PLAN BASE TYPICAL HEAD DETAIL, U.N.O. ACOUSTICAL SEALANT 5/8" GWB, TYP. U.N.O. METAL STUDS AT 16" O.C., TYP. U.N.O. 5/8" GWB, TYP. U.N.O STC RATING: 39. STUD SIZE: 1 5/8" WALL THICKNESS: 2 7/8" STUD SIZE: 2 1/2" WALL THICKNESS: 3 3/4" STUD SIZE: 3 5/8" WALL THICKNESS: 4 7/8" STUD SIZE: 6" WALL THICKNESS: 7 1/4" STC RATING: 45. ACOUSTICAL SEALANT AT WALL PERIMETER & PENETRATIONS BOTH SIDES HEAD PLAN BASE 1A 2A 3A 4A SOUND ATTENUATION BATT BASE ON STANDARD TYPE ALL COMPONENTS OF WALL TYPE "STANDARD" MODIFIED AS SHOWN ABOVE ACOUSTICAL SEALANT STUD SIZE: 1 5/8" WALL THICKNESS: 2 7/8" STUD SIZE: 2 1/2" WALL THICKNESS: 3 3/4" STUD SIZE: 3 5/8" WALL THICKNESS: 4 7/8" STUD SIZE: 6" WALL THICKNESS: 7 1/4" 1M 2M 3M 4M BASE ON TYPE A 5/8" MOISTURE RESISTANT GWB ON FIXTURE SIDE OR SIDES OF WALL HEAD PLAN BASE ALL COMPONENTS OF WALL TYPE "ACOUSTIC" MODIFIED AS SHOWN ABOVE ACOUSTICAL SEALANT ACOUSTICAL SEALANT STUD SIZE: 1 5/8" WALL THICKNESS: 4 1/8" STUD SIZE: 2 1/2" WALL THICKNESS: 5" STUD SIZE: 3 5/8" WALL THICKNESS: 6 1/8" STUD SIZE: 6" WALL THICKNESS: 8 1/2" 2 HOUR UL FIRE RATED ASSEMBLY DESIGN NUMBER UL U419, V438 OR V450. HEAD PLAN BASE SECOND LAYER 5/8" GWB BOTH SIDES BASE ON TYPE R1 1R2 2R2 3R2 4R2 ALL COMPONENTS OF WALL TYPE "1 HOUR" MODIFIED AS SHOWN ABOVE FIRE RATED SEALANT FIRE RATED BLOCKING AND SEALANT BETWEEN DECK AND TOP OF WALL AND AT ALL PENETRATIONS BOTH SIDES STUD SIZE: 1 5/8" WALL THICKNESS: 3 1/8" STUD SIZE: 2 1/2" WALL THICKNESS: 4" STUD SIZE: 3 5/8" WALL THICKNESS: 5 1/8" STUD SIZE: 6" WALL THICKNESS: 7 1/2" 1T 2T 3T 4T BASE ON TYPE A 1/2" CEMENT- ITIOUS BACKER ON SIDE OR SIDES OF WALL TO RECEIVE CERAMIC TILE FINISH TILE AS SCHEDULED WALL THICKNESS LISTED FOR TILE ON SINGLE SIDE OF WALL AT 3/8" THICKNESS HEAD PLAN BASE ALL COMPONENTS OF WALL TYPE "ACOUSTIC" MODIFIED AS SHOWN ABOVE ACOUSTICAL SEALANT ACOUSTICAL SEALANT STUD SIZE: 1 5/8" WALL THICKNESS: 2 1/4" STUD SIZE: 2 1/2" WALL THICKNESS: 3 1/8" STUD SIZE: 3 5/8" WALL THICKNESS: 4 1/4" STUD SIZE: 6" WALL THICKNESS: 6 5/8" SEALANT ON ONE SIDE ONLY HEAD PLAN BASE BASE ON STANDARD TYPE 1x 2x 3x 4x NO WALL BOARD ON UNEXPOSED SIDE ALL COMPONENTS OF WALL TYPE "STANDARD" MODIFIED AS SHOWN ABOVE SEALANT ON ONE SIDE ONLY STUD SIZE: 2 1/2" WALL THICKNESS: 3 3/4" STUD SIZE: 3 5/8" WALL THICKNESS: 4 7/8" STUD SIZE: 6" WALL THICKNESS: 7 1/4" 1 HOUR UL FIRE RATED ASSEMBLY DESIGN NUMBER UL U419 OR V438. STC RATING: 45 FOR 3R1, 46 FOR 4R1. FIRE RATED BLOCKING AND SEALANT BETWEEN DECK AND TOP OF WALL AND AT ALL PENETRATIONS BOTH SIDES HEAD PLAN BASE FIRE RATED SEALANT BASE ON TYPE A 3R1 4R1 2R1 ALL COMPONENTS OF WALL TYPE "ACOUSTIC" MODIFIED AS SHOWN ABOVE CEILING, AS SCHEDULED 7 STUD SIZE: 1 5/8" ASSEMBLY THICKNESS: 2 1/4" 8 STUD SIZE: 2 1/2" ASSEMBLY THICKNESS: 3 1/8" HEAD PLAN BASE WALL TO RECEIVE FURRING METAL STUDS AT 16" O.C., TYP. U.N.O. 5/8" GWB, TYP. U.N.O. 6" SEALANT 7M STUD SIZE: 1 5/8" ASSEMBLY THICKNESS: 2 1/4" 8M STUD SIZE: 2 1/2" ASSEMBLY THICKNESS: 3 1/8" HEAD PLAN BASE BASE ON FURRED STUD TYPE 5/8" MOISTURE RESISTANT GWB WALL TO RECEIVE FURRING 6" ALL COMPONENTS OF WALL TYPE "FURRED STUD" MODIFIED AS SHOWN ABOVE SEALANT 7T STUD SIZE: 1 5/8" ASSEMBLY THICKNESS: 2 1/2" HEAD PLAN BASE BASE ON FURRING STUD TYPE 1/2" CEMENTITIOUS BACKER TILE AS SCHEDULED ASSEMBLY THICKNESS LISTED FOR TILE AT 3/8" THICKNESS 8T STUD SIZE: 2 1/2" ASSEMBLY THICKNESS: 3 3/8" WALL TO RECEIVE FURRING 6" FULL SKIM COAT (LEVEL 5 FINISH) AT PORTIONS NOT RECIEVING TILE ALL COMPONENTS OF WALL TYPE "FURRED STUD" MODIFIED AS SHOWN ABOVE SEALANT CEILING, AS SCHEDULED 9 INSULATION THICKNESS: 2" ASSEMBLY THICKNESS: 2 5/8" 10 INSULATION THICKNESS: 3" ASSEMBLY THICKNESS: 3 5/8" HEAD PLAN BASE WALL TO RECEIVE INSULATED FURRING 5/8" GWB, TYP. U.N.O. 1X3 FIRE TREATED STRAPPING AT 24" O.C. FASTENED TO WALL BEHIND, NOTCH INSULATION AS REQ'D SEALANT AT PERIMETER AND PENETRATIONS INSULATION, TAPE SEAMS, TYP. SEALANT SEE REQUIREMENTS IN WALL TYPE STANDARD DETAILS. IN GENERAL, THE LETTERS FOLLOWING THE NUMBER OF EACH INTERIOR WALL TYPE SIGNIFY THE FOLLOWING: A - ACOUSTICALLY RATED WALL W/ BATTS AND SEALANT AT ALL PENETRATIONS AC - ACOUSTICALLY RATED WALL W/ RESILIENT CHANNEL ADDED R1 - 1 HOUR FIRE RATED WALL ASSEMBLY R2 - 2 HOUR FIRE RATED WALL ASSEMBLY M - MOISTURE RESISTANT WALLBOARD ON MOIST/FIXTURE SIDE(S) OF WALL T - CEMENTITIOUS BACKER BOARD ON WET/FIXTURE SIDE(S) OF WALL FOR TILE FINISH t - CEMENTITIOUS BACKER BOARD/ GYPSUM BOARD ON WET/FIXTURE SIDE(S) OF WALL FOR PARTIAL HEIGHT TILE FINISH c - EXTEND WALL BOARD TO 6" ABOVE FINISH CEILING ONLY x - OMIT WALL BOARD ON UNEXPOSED SIDE OF PARTITION X - STUD ONLY, OMIT GYPSUM BOARD BOTH SIDES AT SHOWER STALLS ONLY H - PARTIAL HEIGHT WALL WITH HARDWOOD CAP NOTES AND DETAILS ON SHEET A003 APPLY TO ALL WALL TYPES SHOWN, UNLESS NOTED OTHERWISE. SIGNIFICANCE OF WALL TYPE LABEL LETTERS STUD SIZE: 3 5/8" WALL THICKNESS: 4 7/8" STUD SIZE: 6" WALL THICKNESS: 7 1/4" 3Ac 4Ac ALL COMPONENTS OF WALL TYPE "STANDARD" MODIFIED AS SHOWN ABOVE NO SEALANT HEAD PLAN BASE WALL BOARD ENDS 6" ABOVE CEILING BOTH SIDES BASE ON STANDARD TYPE MIN. 1 STUD PER 4' TO STRUCTURE ABOVE 6" ACOUSTICAL SEALANT STC RATING: 45 SOUND ATTENUATION BATT 4" INSULATION, EXTEND 48" FROM BOTH SIDES OF WALL HEAD AT SLAB OPENING PLAN BASE 1 HR UL FIRE RATED ASSEMBLY DESIGN NUMBER U415. CEILING, AS SCHEDULED FIRE RATED BLOCKING AND SEALANT AT HEAD, BASE, PENETRATIONS, AND EDGES, TYP. J-RUNNER SHAFTWALL FRAMING, TYP. J-RUNNER SHAFTWALL FRAMING, TYP. FINISH SIDE 11R1 CH STUD SIZE: 2 1/2" ASSEMBLY THICKNESS: 3 1/8" CH STUD SIZE: 4" ASSEMBLY THICKNESS: 4 5/8" CH STUD SIZE: 6" ASSEMBLY THICKNESS: 6 5/8" 12R1 13R1 CH STUD AT 24" O.C., TYP. 1" GWB SHAFT LINER SHAFT SIDE 5/8" GWB, TYP. SOUND ATTENUATION BATT SIZE FOR DEFLECTION STUD SIZE: 2 1/2" WALL THICKNESS: 7 1/4" STUD SIZE: 3 5/8" WALL THICKNESS: 9 1/4" HEAD PLAN BASE 14 15 TYPE 14 ALLOWS FOR 6" WIDE BRACING TYPE 15 ALLOWS FOR 8" WIDE BRACING CEILING, AS SCHEDULED, TYP. ACOUSTICAL SEALANT TYPICAL HEAD DETAIL, U.N.O. ACOUSTICAL SEALANT 5/8" GWB, TYP. U.N.O. METAL STUDS AT 16" O.C., TYP. U.N.O. BRACING, SEE STRUCTURAL ALL ELEMENTS BOTH SIDES U.N.O. SOUND ATTENUATION BATT, ONE SIDE STUD SIZE: 2 1/2" WALL THICKNESS: 7 1/4" STUD SIZE: 3 5/8" WALL THICKNESS: 9 1/4" 1 HOUR FIRE RATED ASSEMBLY DESIGN NUMBER UL U420 FIRE RATED BLOCKING AND SEALANT BETWEEN DECK AND TOP OF WALL AND AT ALL PENETRATIONS BOTH SIDES HEAD PLAN BASE FIRE RATED SEALANT BOTH SIDES BASE ON SPLIT WALL AT BRACING TYPE 14R1 15R1 BRACING PER RATED ASSEMBLY REQUIREMENTS ALL COMPONENTS OF WALL TYPE "SPLIT" MODIFIED AS SHOWN ABOVE STUD SIZE: 3 5/8" WALL THICKNESS: 1' - 7 1/2" HEAD PLAN BASE 16 ALL ELEMENTS BOTH SIDES, U.N.O. CEILING, AS SCHEDULED, TYP. ACOUSTICAL BLOCKING AND SEALANT AT PERIMETER, HEAD, BASE AND ALL PENETRATIONS TYPICAL HEAD DETAIL, U.N.O. ACOUSTICAL SEALANT METAL STUDS AT 16" O.C. SOUND ATTENUATION BATT, ONE SIDE 5/8" GWB, TYP. TYPE 16 5/8" MOISTURE RESISTANT GWB, TYPE 16M STUD SIZE: 3 5/8" WALL THICKNESS: 1' - 7 1/2" 16M STUD SIZE: 3 5/8" WALL THICKNESS: 1' - 8" HEAD PLAN BASE 16TT ALL ELEMENTS BOTH SIDES, U.N.O. WALL THICKNESS LISTED FOR TILE AT 3/8" THICKNESS. CEILING, AS SCHEDULED, TYP. ACOUSTICAL BLOCKING AND SEALANT AT PERIMETER, HEAD, BASE AND ALL PENETRATIONS TYPICAL HEAD DETAIL, U.N.O. ACOUSTICAL SEALANT METAL STUDS AT 16" O.C. SOUND ATTENUATION BATT, ONE SIDE 1/2" CEMENTITIOUS BACKER TILE AS SCHEDULED STUD SIZE: 2 1/2" WALL THICKNESS: 3 3/4" STUD SIZE: 3 5/8" WALL THICKNESS: 4 7/8" STUD SIZE: 6" WALL THICKNESS: 7 1/4" STC RATING: 58. ACOUSTICAL SEALANT AT WALL PERIMETER & PENETRATIONS BOTH SIDES HEAD PLAN BASE 2A2 3A2 4A2 SOUND ATTENUATION BATT ALL COMPONENTS OF WALL TYPE "ACOUSTIC" MODIFIED AS SHOWN ABOVE ACOUSTICAL SEALANT 2 LAYERS 5/8" TYPE 'X' GWB EA. SIDE OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 1" = 1'-0" FFF Designer FFF 11/03/2023 WALL TYPES A004 Permit Set SCALE:1" = 1'-0" WALL TYPE 1-4 "STANDARD" SCALE:1" = 1'-0" WALL TYPE 1A-4A "ACOUSTIC" SCALE:1" = 1'-0" WALL TYPE 1M-4M "MOIST AREA" SCALE:1" = 1'-0" WALL TYPE 1R2-4R2 "2 HOUR" SCALE:1" = 1'-0" WALL TYPE 1T-4T "WET AREA" SCALE:1" = 1'-0" WALL TYPE 1x-4x "ONE SIDED" SCALE:1" = 1'-0" WALL TYPE 2R1-4R1 "1 HOUR" SCALE:1" = 1'-0" WALL TYPE 7-8 "FURRED STUD" SCALE:1" = 1'-0" WALL TYPE 7M-8M "F.S. MOIST" SCALE:1" = 1'-0" WALL TYPE 7T-8T "F.S. WET" SCALE:1" = 1'-0" WALL TYPE 9-10 "INSUL. FUR." SCALE:1" = 1'-0" WALL TYPE 1Ac-4Ac "ACOUSTIC" TO CEILING SCALE:1" = 1'-0" WALL TYPE 11R1-13R1 "1 HOUR SHAFTWALL" SCALE:1" = 1'-0" WALL TYPE 14-15 "SPLIT" SCALE:1" = 1'-0" WALL TYPE 14R1-15R1 "S. 1 HR" SCALE:1" = 1'-0" WALL TYPE 16-16M "DOUBLE PLUMBING WALL" SCALE:1" = 1'-0" WALL TYPE 16TT "DOUBLE PLUMBING WALL" SCALE:1" = 1'-0" WALL TYPE 1A2-4A2 "ACOUSTIC DOUBLE STUD" NO. DATE DESCRIPTION UP UP 1. ALL KEY NOTES INDICATE PROMINANT FEATURES OF THE DEMOLITION PLAN. DEMOLITION PLANS ARE NOT LIMITED TO KEY NOTES. DEMOLITION ENTAILS REMOVAL OF ELEMENTS ABOVE AND BEYOND THOSE ITEMS INDICATED IN KEY NOTES. DEMOLITION CONTRACTOR IS REQUIRED TO VISIT SITE TO UNDERSTAND COMPLETE SCOPE OF DEMOLITION WORK. 2. CONTRACTOR TO COORDINATE ALL NEW OPENINGS FOR WINDOWS AND DOORS. ALL NEW MECHANICAL OPENINGS TO BE COORDINATED W/ MEP REQUIREMENTS. 3. ESTIMATOR TO CARRY ALLOWANCE FOR ABATEMENT AND DISPOSAL OF ANY KNOWN OR DISCOVERED LEAD, MERCURY, ASBESTOS AND/OR OTHER HAZARDOUS MATERIAL - CONTAINING ITEMS FOUND IN EXISTING CONSTRUCTION. 4. SEE MEP FOR DEMOLITION EXISTING MECHANICAL / PLUMBING AND ELECTRICAL PIPING, VENTS, LIGHTING OR OTHER COMPONENTS. 5. REFER TO SPECIFICATION FOR GENERAL REQUIREMENTS FOR DEMOLITION AND RELATED WORK. 6. CONTRACTOR TO DO ALL DEMOLITION WORK REQUIRED TO ACCOMPLISH NEW CONSTRUCTION AND WORK. 7. REMOVE MEANS THAT ITEMS SHALL BE DETACHED FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSED OF OFF-SITE, UNLESS INDICATED TO BE REMOVED AND SALVAGED OR REMOVED AND REINSTALLED. 8. EXISTING TO REMAIN INDICATES EXISTING ITEMS THAT ARE NOT TO BE REMOVED OR DAMAGED. 9. REMOVE AND SALVAGE MEANS THAT ITEMS SHALL BE DETACHED FROM EXISTING CONSTRUCTION AND CLEANED MOVED TO STORAGE PLACE AS DESIGNATED BY THE OWNER. DEMOLITION GENERAL NOTESDEMOLITION PLAN LEGEND EXISTING WALL/ COLUMN TO REMAIN EXISTING WALL/ COLUMN TO BE REMOVED ALSO SEE SYMBOL LEGEND ON COVER SHEET EXISTING DOOR/ FRAME TO BE REMOVED EXISTING PLUMBING FIXTURES TO BE REMOVED KEY NUMBER DEMO TAG - SEE KEYNOTE LEGEND ?02 N N - PROJECT NORTH T - TRUE NORTH m - MAGNETIC NORTHTm4'0 8' 16' GRAPHIC SCALE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 A B C D E F G H I 15 16 C.1 A.1 1 2 3 4 5 6 7 8 9 10 11 A B REMOVE ALL OF INFILLED ADDED MEZZANINE CONSTRUCTION BEYOND COLUMN LINE 7 REMOVE EXISTING MEZZANINE ACCESS STAIR OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 1/8" = 1'-0" BDL Designer Checker 11/17/2023 DEMO PLAN AD100 Permit Set SCALE:1/8" = 1'-0"AD100 1 GROUND LEVEL DEMOLITION PLAN REMOVE CORROGATED METAL WALL FINISH FROM FLOOR TO 8' AFF. AT NEW OPENINGS IN EXISTING EXTERIOR WALL FOR WINDOW OR DOOR, SEAL EDGES OF EXISTING INSULATION, CUT EXISTING SIDING NEATLY, INTEGRATE NEW WORK WITH EXISTING REMAINING COMPONENTS. SEE PLANS AND ELEVATIONS FOR ADDITIONAL NEW OPENINGS BETWEEN 7' AND 14' AFF, TYP. REMOVE PORTION OF WALL FOR NEW VESTIBULE, SEE PLANS AND ELEVATIONS REMOVE CMU WALLS TO ENLARGE UTILITY SPACES, SEE PLANS AND ELEVATIONS REMOVE EXISTING WALLS, DOORS, STAIRS, FIXTURES, LOWER MEZZANINE, TYP. REMOVE EXISTING WALLS, DOORS, STAIRS, FIXTURES, LOWER MEZZANINE, TYP. EXISTING HANGAR DOORS AND APRON ACCESS DOOR TO REMAIN REMOVE EXISTING DOORS AND INFILL AT EXTERIOR WITH NEW SIDING TO MATCH EXISTING. COORDINATE WITH NEW OPENINGS, TYP. NO. DATE DESCRIPTION SCALE:1/8" = 1'-0"AD100 2 MEZZANINE DEMOLITION PLAN UP FLOOR PLAN GENERAL NOTES 1. DIMENSIONS: ALL INTERIOR DIMENSIONS ARE TO FACE OF GWB OR TILE FINISH UNLESS OTHERWISE NOTED. EXTERIOR DIMENSIONS ARE TO NOMINAL CORNER OF MASONRY UNLESS NOTED OTHERWISE. 2. PLANS ARE TO BE VIEWED IN CONJUNCTION WITH CIVIL, LANDSCAPE, STRUCTURAL, MEP/FP AND ALL OTHER TRADES, AS APPROPRIATE. DISCREPANCIES ARE TO BE BROUGHT TO THE ARCHITECT’S ATTENTION FOR RESOLUTION BEFORE COMMENCING WORK. 3. ALL NON-ARCHITECTURAL INFORMATION SHOWN HERE IS FOR REFERENCE ONLY. 4. REFER TO CIVIL PLANS FOR LIMIT OF WORK. 5. REFER TO G200 LIFE SAFETY PLANS FOR LOCATIONS OF SMOKE AND FIRE RESISTANT RATED CONSTRUCTION. 6. THE DISTANCE FROM THE HINGE SIDE OF THE DOOR TO THE FACE OF ADJACENT PERPENDICULAR WALL SHALL BE 6 INCHES (INCLUDING FRAME) UNLESS NOTED OTHERWISE. 7. ALL VERTICAL AND HORIZONTAL PENETRATIONS THROUGH RATED ASSEMBLIES ARE TO BE BE SEALED WITH UL-LISTED FIRESAFING AND/OR SEALANT ASSEMBLIES TO MAINTAIN RATING. 8. KEEP STANDPIPES AND ASSOCIATED ASSEMBLIES CLEAR OF THE REQUIRED PATH OF EGRESS. ALSO SEE SYMBOL LEGEND ON COVER SHEET. EXISTING WALL/ COLUMN TO REMAIN NEW METAL STUD / GYPSUM WALLBOARD WALL NEW STEEL/ CONCRETE COLUMN - SEE STRUCTURAL FLOOR PLAN LEGEND FIRE EXTINGUISHER CABINET: FEC-1: SEMI-RECESSED CABINET W/ FE-1 FEC-2: SURFACE MOUNT CABINET W/ FE-1 FIRE EXTINGUISHER ON WALL BRACKET: FE-1: MULTI-PURPOSE DRY CHEM. EXTINGUISHER (TYPE A-B-C) FE-2: KITCHEN/ GREASE EXTINGUISHER (TYPE K) FEC-X FE-X GWB COLUMN ENCLOSURE GCE ALSO SEE WALL TYPES SHEET A004 NEW MASONRY WALL 101 Room name 101 150 SF 1i A ROOM NAME ROOM NUMBER ROOM TAG - SEE A900 FOR FINISHES DOOR NUMBER DOOR TAG - SEE SHEET A800 WALL TYPE WALL TAG - SEE SHEETS A003, A004 WINDOW TAG SEE SHEET A810 WHERE A WALLTYPE LEADER PASSES THROUGH 2 OR MORE WALLS, ALL OF THOSE WALLS SHALL BE OF THE TYPE INDICATED CURTAINWALL TYPE SEE SHEET A700 CW N N - PROJECT NORTH T - TRUE NORTH m - MAGNETIC NORTHTm4'0 8' 16' GRAPHIC SCALE A2002 A201 2 A201 1 A200 1 - - - - -- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 A B C D E F G H I 127 SF ENTRY VESTIBULE 101 191 SF WATER SERVICE AND FIRE PUMPS 102 159 SF ELECTRIC SERVICE ENTRY 103 5,379 SF AVIATION SHOPS 132 11,695 SF AVIATION HANGAR 150 754 SF ADULT AVIATION CLASSROOM 144 126 SF OFFICE 143 55 SF RESTROOM 136 211 SF REFERENCE 139 204 SF OFFICE AND RECORDS 141 229 SF CATERING KITCHEN / KITCHENETTE 115 633 SF AVIATION CLASSROOM 133 576 SF BTC PROGRAM CLASSROOM 121 178 SF STORAGE 116.2 575 SF ADV. MAN. CLASSROOM 123 233 SF STORAGE 132.2 HEADROOM AT DOOR LIMITED AT 27'-11" TO 28' -0" VIA HORIZONTAL PIPE 14 0 ' - 2 " 14 ' - 7 " 6'-8 3/4"238'-6 3/4" 84 SF PAINT BOOTH 132.3 57 SF JC 135 104 SF BATTERY 132.5 104 SF BATTERY 132.4 18'-6" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 19'-0" 1'-0 3/4" 8" 2 0 ' - 1 3 / 8 " 1 1 ' - 8 1 / 2 " 1 7 ' - 8 1 / 8 " 2 0 ' - 0 " 2 0 ' - 0 " 2 0 ' - 0 " 2 0'- 0 " 9 ' - 4 " 8 " 8'-0" 1,194 SF ENTRY COMMONS / BUS WAITING 110 28'-8" OVERHEAD COILING FIRE SHUTTER 1-HR 38'-7 1/8"6'-0" 6'- 0 " 19 ' - 8 " 9'-6"15'-6" 13 ' - 3 " LOCATION OF EXISTING PLUMBING WALL NEW TWO HOUR RATED EXTERIOR WALL CONSTRUCTION EXTENDS TO EAVE LINE 16'-0" SECURED HANGER ACCESS SECURED APRON ACCESS SECURED HANGER ACCESS SECURED HANGER ACCESS - 1 HOUR RATED COILING DOOR SECURED HANGER DOOR (EMERGENCY EGRESS ONLY) 6'- 4 " +/ - 6 ' - 6 1 / 8 " 8'-7 3/4" 56 SF RESTROOM 138 6'-0"5'-1 5/8" SECURED AVIATION PROGRAMS ACCESS (EGRESS TOWARD NORTH ON 15 SECOND ALARMED TIME DELAY) 6,829 SF BTC SHOPS 116 6'-6"5'-2 5/8" 263 SF CORRIDOR 120 42 SF JC 126 52 SF RR 124 52 SF RR 122 EXIST. OVERHEAD DOOR LOCATION, INFILL WALL GLAZED OVERHEAD SECTIONAL DOORS BICYCLE PARKING 4 U-RACKS - 8 SPOTS SEE CANOPY ABOVE SECURED APRON ACCESS EXTERIOR DUST COLLECTION 240 SF SIMULATOR AND SAMPLES 132.1 992 SF CORRIDOR 130 13'-9 3/4" OBSERVATION WINDOW 27'-0"28'-8"9'-8 5/8" 109 SF OFFICE 113 108 SF OFFICE 111 8'-0"12'-0" STRUCTURAL CROSS-BRACING STRUCTURAL BRACING 13 ' - 8 " BUS ARRIVAL / PICK-UP MONITOR 150C 116.1B116.1A132D132C 101B 141 150B 134B 150A 134C 134D 143 115A 144 139 136 138 135 133 123 103 114D 116.2 116 124 122126 132.5 132.4 132.3 103 113 111 121 130A 130B 228 SF AM - CONDITIONED TOOLS 116.3 116.3B RATED WALL CONTINUES AT MEZZANINE ABOVE 6'-6 1/2" 3 A300 SECURED AVIATION PROGRAMS ACCESS - 1 HOUR RATED COILING DOOR SECURED AVIATION PROGRAMS ACCESS SECURED HANGER ACCESS ADULT AVIATION NON-HANGER SHOP HIGH SCHOOL AVIATION SHOP ADVANCED MANUFACTURING SHOP BTC PROGRAM 4 SHOP 6'- 0 "101A 8'- 0 " 84 SF IT RACK 134 132.1 134 -- 2 WALL MOUNT BIKE PARKING - SEE 130 15 16 C.1 A.1 3'-0" 4'-0" 13'-0" - - /2 A100 /2 A100 U-RACK AT EXTERIOR BIKE PARKING, BOLTED TO CONCRETE WALL-MOUNTED RACK, DOUBLEUP (THEPARKCATALOG.COM) OR SIMILAR WITH LOCKING BAR DURABLE/WASHABLE WALL FINISH TO RESIST SCUFFING OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. E D C B A F 1 234 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 As indicated BDL Designer Checker 11/17/2023 FLOOR PLAN A100 Permit Set SCALE:1/8" = 1'-0"A100 1 GROUND LEVEL NO. DATE DESCRIPTION SCALE:1/2" = 1'-0"A100 2 BIKE PARKING UP A2002 A201 2 A201 1 A200 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 A B C D E F G H I 2,057 SF MEZZANINE 200 434 SF MECHANICAL 201 OPEN TO HANGAR BELOW HEADROOM AT DOOR LIMITED AT 27'-11" TO 28' -0" VIA HORIZONTAL PIPE 14'-6" 14'-6" WALL EXTENDS FLOOR TO ROOF DECK 18" COLD FORMED METAL STUDS 2 LAYERS TYPE 'X' GWB EA. SIDE (FOR ACOUSTICS) ALL PENETRATIONS FIRE CAULKED 1 - FIRE HOUR RATED PARTITION WALLS IN THIS AREA (INCLUDING AT PERIMETER) EXTEND 14' TO NEW STRUCTURAL SUBFRAME 6" COLD FORMED METAL STUDS SPANNING WITH 1/2" PLYWOOD AND 1/2" GWB SHEATHING LAYERS 6" MINERAL FIBER INSULATION ON TOP APPROXIMATE LENGTH OF NEW TWO HOUR RATED EXTERIOR WALL RATED EXTERIOR WALL CONSTRUCTION EXTENDS TO EAVE LINE 3 A300 OPEN TO AVIATION SHOPS BELOW OPEN TO BTC SHOPS BELOW WALL EXTENDS FLOOR TO ROOF DECK 18" COLD FORMED METAL STUDS -- 15 16 C.1 A.1 - - N N - PROJECT NORTH T - TRUE NORTH m - MAGNETIC NORTHTm4'0 8' 16' GRAPHIC SCALE OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. E D C B A F 1 234 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 1/8" = 1'-0" BDL Designer Checker 11/17/2023 MEZZANINE FLOOR PLAN A101 Permit Set SCALE:1/8" = 1'-0"A101 1 MEZZANINE NO. DATE DESCRIPTION MS MS MS MS MSMSMS MSMS MS MS MS MSMS MS MS MSMS MSMSMSMSMSMS SS S S SSS SS S SS S S S S S S S S S S S S S S S S S S S S MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MSMSMS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S H 135 H 135 H 135 CO CO CO COCO CO CO CO CO CO CO CO CO CO C C C CC F F F F F FFF F F F F F FF F F C C C C C C C C C F F F F FF F F FF F FF F F FF F F F V V V V V V V VVV V V V VV F FF F V V V V V V COC C CO CO C S S S S F F F H 135 V REX RE X R E X 1. IF LOCATIONS OF ITEMS ON ARCHITECTURAL REFLECTED CEILING PLAN DIFFER FROM LOCATIONS ON DRAWINGS OF OTHER DISCIPLINES, BRING DISCREPANCIES TO THE ARCHITECT'S ATTENTION FOR RESOLUTION PRIOR TO STARTING THE WORK. 2. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES AND QUANTITIES, ETC. 3. REFER TO DWG A900 BASIS OF DESIGN SCHEDULE & FINISH SCHEDULE FOR DETAILS. REFLECTED CEIL. PLAN GENERAL NOTESREFLECTED CEILING PLAN LEGEND ACT 2'-0" x 4'-0" ACT 2'-0" x 2'-0" CEILING TYPES MOISTURE RESISTANT GYPSUM BOARD NO CEILINGEXPOSED EXIT SIGN (FILL INDICATES FACE) RECESSED CAN 2x2 RETURN GRILL 2x2 SUPPLY GRILL2'x2' TROFFER 2'x4' TROFFER 1'x4' LINEAR BOX LIGHT FIXTURES MECHANICAL ITEMS SUSPENDED LINEAR RECESSED LINEAR RECESSED CEILING PROJECTOR SCREEN SURFACE MOUNTED LINEAR SUPPLY GRILL PENDANT OTHER ITEMS N N - PROJECT NORTH T - TRUE NORTH m - MAGNETIC NORTHTm4'0 8' 16' GRAPHIC SCALE A2002 A201 2 A201 1 A200 1 1 2 3 4 5 6 7 8 9 10 11 12 1314 A B C D E F G H I 3 A300 -- 15 16 C.1 A.1 - - OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. E D C B A F 1 234 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 1/8" = 1'-0" Author Designer Checker 06/10/21 REFLECTED CEILING PLAN A110 Permit Set NO. DATE DESCRIPTION SCALE:1/8" = 1'-0"A110 1 GROUND LEVEL RCP GROUND LEVEL 0" MEZZANINE 14'-6" ROOF-MAIN SPRING LINE 39'-3" A B C D E F G H I LOWER MEZZANINE 13'-2 1/2" C.1A.1 RECEPTACLE, SEE ELEC. DOUBLE GLAZED THERMALLY BROKEN STOREFRONT ENTRY DOORS EXISTING SIDING, PAINT SOUTH ELEVATION 3'-0" X 7'-0" R.O. DOUBLE GLAZED PULTRUDED FIBERGLASS WINDOW, TYP. OF 18 INFILL AT REMOVED OPENING WITH SIDING TO MATCH EXISTING, TYP. MECHANICAL EQUIPMENT DISCONNECT, TYP. OF 3, SEE MECH. AND ELEC. KNOX BOX DISCONNECT PANEL AND METER, TYP. OF 2, SEE ELEC. PAD MOUNTED TRANSFORMER, SEE ELEC. PAD MOUNTED EMERGENCY GENERATOR, SEE ELEC. ALUMINUM COMPOSITE MATERIAL CANOPY FASCIA PAINTED OVER GALVANIZED 6X6 HSS STEEL COLUMNS +/ - 4 5 ' - 5 " E X I S T I N G H E I G H T GROUND LEVEL 0" MEZZANINE 14'-6" ROOF-MAIN SPRING LINE 39'-3" ABCDEFGHI LOWER MEZZANINE 13'-2 1/2" EXISTING HANGAR DOOR TO REMAIN, REPLACE ALL SEALS DOWNLIGHT, SEE ELEC. RECEPTACLE, SEE ELEC. WEST SIDING REPAINT EXTEND AND END AT INSIDE CORNER +/ - 4 5 ' - 5 " E X I S T I N G H E I G H T OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 1/8" = 1'-0" BDL Designer Checker 11/17/2023 EXTERIOR ELEVATIONS - NORTH AND SOUTH A200 Permit Set SCALE:1/8" = 1'-0"A200 2 PROJECT SOUTH ELEVATION NO. DATE DESCRIPTION SCALE:1/8" = 1'-0"A200 1 PROJECT NORTH ELEVATION GROUND LEVEL 0" MEZZANINE 14'-6" ROOF-MAIN SPRING LINE 39'-3" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 LOWER MEZZANINE 13'-2 1/2"BOILER MEZZANINE 12'-0" AREA OF NEW EXTERIOR 2 HOUR RATED WALL RE-BUILD 3 A300 15 16 RECEPTACLE, TYP. OF 3, SEE ELEC. INSULATED HOLLOW METAL DOOR IN THERMALLY BROKEN FRAME, PAINTED, TYP. OF 2. ELECTRICAL EQUIPMENT AND CANOPY, SEE SOUTH ELEVATION EXISTING SIDING, PAINT WEST ELEVATION EXISTING ROOF, TO REMAINDOWNLIGHT, TYP. OF 2, SEE ELEC. 6'-0" X 4'-6" R.O. DOUBLE GLAZED PULTRUDED FIBERGLASS WINDOW, TYP. OF 18 LIMIT OF REPAINTED SIDING, INSIDE CORNER BEYOND, SEE NORTH ELEVATION INFILL AT REMOVED OPENING WITH SIDING TO MATCH EXISTING, TYP. MECHANICAL EQUIPMENT DISCONNECT, TYP. OF 3, SEE MECH. AND ELEC. 1'-2" X 1'-2" LOUVER, TYP. OF 4, SEE MECH. 3'-6" X 3'-6" LOUVER, TYP. OF 2, SEE MECH. GROUND MOUNTED MECHANICAL EQUIPMENT, TYP. OF 3, SEE MECH. AND CIVIL KNOX BOX COILING OVERHEAD DOOR OPENING PROTECTIVES FOR 2 HOUR RATED WALL, TYP. OF 3 90 MINUTE INSULATED HOLLOW METAL DOOR IN THERMALLY BROKEN FRAME, PAINTED GROUND LEVEL 0" MEZZANINE 14'-6" ROOF-MAIN SPRING LINE 39'-3" 1234567891011121314 LOWER MEZZANINE 13'-2 1/2" BOILER MEZZANINE 12'-0" 3 A3001516 RECEPTACLE, TYP. OF 4, SEE ELEC. INSULATED HOLLOW METAL DOOR IN THERMALLY BROKEN FRAME, PAINTED, TYP. OF 5. EXISTING OVERHEAD DOOR, TO REMAIN 10' X 10' DOUBLE GLAZED INSULATED SECTIONAL DOOR, TYP. OF 2. ELECTRICAL EQUIPMENT AND CANOPY, SEE SOUTH ELEVATION EXISTING SIDING, TO REMAINEXISTING ROOF, TO REMAIN DOWNLIGHT, TYP. OF 5, SEE ELEC. 3'-0" X 5'-6" R.O. DOUBLE GLAZED PULTRUDED FIBERGLASS WINDOW, TYP. OF 5 3'-0" X 7'-0" R.O. DOUBLE GLAZED PULTRUDED FIBERGLASS WINDOW, TYP. OF 22 3'-0" X 4'-0" R.O. DOUBLE GLAZED PULTRUDED FIBERGLASS WINDOW, TYP. OF 7 INTAKE HOOD, TYP. OF 4, SEE MECH. INTAKE HOOD, TYP. OF 2, SEE MECH. EXTEND REPAINT 8" ON EAST ELEVATION, SEE SOUTH ELEVATION OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. E D C B A F 1 234 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 1/8" = 1'-0" Author Designer Checker 06/10/21 EXTERIOR ELEVATIONS - EAST AND WEST A201 Permit Set NO. DATE DESCRIPTION SCALE:1/8" = 1'-0"A201 1 PROJECT WEST ELEVATION SCALE:1/8" = 1'-0"A201 2 PROJECT EAST ELEVATION GROUND LEVEL 0" MEZZANINE 14'-6" ROOF-MAIN SPRING LINE 39'-3" A B C D E F G H I BOILER MEZZANINE 12'-0" 6,829 SF BTC SHOPS 116 178 SF STORAGE 116.252 SF RR 122 263 SF CORRIDOR 120 576 SF BTC PROGRAM CLASSROOM 121 3'- 9 3 / 4 " 10 ' - 0 " RATED DOOR AT HANGAR FIRE BARRIER BEYOND SEMI-CONDITIONED SPACE (HEATED TO MAINTAIN MIN. 50 F) ABOVE INSULATED CEILINGS C.1A.1 EXISTING HANGAR / SHOP SPACE SPACE HEATING MAINTAINED WITH UPDATED VERSION OF EXISTING SYSTEMS RENOVATED AN D CHANGE-OF-USE SPACES FOR EDUCATIONAL FUNCTIONS ISOLATED AND INSULATED WITHIN BUILDING. SPACES FULLY CONDITIONED WITH ELECTRIC HEAT PUMP AND VENTILATION SYSTEMS OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. E D C B A F 1 234 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 3/16" = 1'-0" BDL Designer Checker 11/22/2023 BUILDING SECTION AND AXONOMETRIC A300 Permit Set SCALE:3/16" = 1'-0"A300 3 E-W BUILDING SECTION THROUGH CLASSROOMS AND SHOPS SCALE:A300 1 AXONOMETRIC OVERVIEW -SOUTHEAST NO. DATE DESCRIPTION SCALE:A300 2 AXONOMETRIC OVERVIEW -NORTHWEST OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IIIITTTT IIIISSSS AAAA VVVVIIIIOOOOLLLLAAAATTTTIIIIOOOONNNN OOOOFFFF LLLLAAAAWWWW FFFFOOOORRRR AAAANNNNYYYY PPPPEEEERRRRSSSSOOOONNNN,,,, UUUUNNNNLLLLEEEESSSSSSSS TTTTHHHHEEEEYYYY AAAARRRREEEE AAAACCCCTTTTIIIINNNNGGGG UUUUNNNNDDDDEEEERRRR TTTTHHHHEEEE DDDDIIIIRRRREEEECCCCTTTT DDDDIIIIRRRREEEECCCCTTTTIIIIOOOONNNN OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR,,,, TTTTOOOO AAAALLLLTTTTEEEERRRR AAAANNNN IIIITTTTEEEEMMMM IIIINNNN AAAANNNNYYYY WWWWAAAAYYYY.... IIIIFFFF AAAANNNN IIIITTTTEEEEMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG TTTTHHHHEEEE SSSSTTTTAAAAMMMMPPPP OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL IIIISSSS AAAALLLLTTTTEEEERRRREEEEDDDD,,,, TTTTHHHHEEEE AAAALLLLTTTTEEEERRRRIIIINNNNGGGG EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR SSSSHHHHAAAALLLLLLLL SSSSTTTTAAAAMMMMPPPP TTTTHHHHEEEE DDDDOOOOCCCCUUUUMMMMEEEENNNNTTTT AAAANNNNDDDD IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHEEEE NNNNOOOOTTTTAAAATTTTIIIIOOOONNNN """"AAAALLLLTTTTEEEERRRREEEEDDDD BBBBYYYY"""" FFFFOOOOLLLLLLLLOOOOWWWWEEEEDDDD BBBBYYYY TTTTHHHHEEEEIIIIRRRR SSSSIIIIGGGGNNNNAAAATTTTUUUURRRREEEE,,,, TTTTHHHHEEEE DDDDAAAATTTTEEEE OOOOFFFF SSSSUUUUCCCCHHHH AAAALLLLTTTTEEEERRRRAAAATTTTIIIIOOOONNNN,,,, AAAANNNNDDDD AAAA SSSSPPPPEEEECCCCIIIIFFFFIIIICCCC DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN OOOOFFFF THE ALTERATION.THE ALTERATION.THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T SO U T H B U R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors KCM KCM CEP 03/01/2024 STANDARD NOTES S-001 PERMIT SET CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST RECOMMENDATIONS AND SPECIFICATIONS OF THE AMERICAN CONCRETE INSTITUTE (ACI) AND THE LOCAL BUILDING CODES. ACI 211.1 RECOMMENDED PRACTICE FOR SELECTING PROPORTIONS FOR NORMAL WEIGHT CONCRETE ACI 212 GUIDE FOR USE OF ADMIXTURES IN CONCRETE –COMMITTEE REPORT ACI 214 GUIDE TO EVALUATION OF STRENGTH TEST RESULTS OF CONCRETE ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS ACI 302 RECOMMENDED PRACTICE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION ACI 304 GUIDE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE ACI 305 RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING ACI 306 RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING ACI 308 RECOMMENDED PRACTICE FOR CURING CONCRETE ACI 309 RECOMMENDED PRACTICE FOR CONSOLIDATION OF CONCRETE ACI 315 MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 347 RECOMMENDED PRACTICE FOR CONCRETE FORMWORK 2. ALL CONCRETE SHALL BE NORMAL WEIGHT HAVING A MINIMUM COMPRESSIVE STRENGTH OF 4500 PSI AT 28 DAYS WITH THE FOLLOWING REQUIREMENTS: A. PORTLAND CEMENT - ASTM C150, TYPE I/II. B. AGGREGATE - ASTM C33, 1" MAXIMUM SIZE FOR STRUCTURAL CONCRETE. USE 1 ½”AGGREGATE FOR ALL SLABS-ON-GRADE. C. WATER - POTABLE WITH A MAXIMUM WATER CEMENT RATIO OF 0.50. D. SLUMP - 3" TO 5". E. ADMIXTURES - USE AIR ENTRAINING AGENT CONFORMING TO ASTM C260 WITH 4-6% TOTAL AIR (REDUCE AIR CONTENT TO 2% FOR INTERIOR SLABS-ON-GRADE). USE WATER REDUCING AGENT CONFORMING TO ASTM C494 IN ALL CONCRETE. F. DESIGN MIX - SUBMIT A CURRENT (MAXIMUM 18 MONTHS OLD) DESIGN MIX OF THE EXACT SAME MIX TO BE USED ON THE PROJECT, WITH 28 DAY COMPRESSIVE STRENGTH TESTS, TO THE ENGINEER FOR REVIEW PRIOR TO STARTING CONSTRUCTION. THE MIX SUBMITAL SHALL BE DONE IN ACCORDANCE WITH ACI 301. 3. ALL REINFORCING STEEL SHALL COMPLY WITH ASTM A615, GRADE 60 EXCEPT AS NOTED OTHERWISE. 4. LAP ALL BARS 48 DIAMETERS MINIMUM AT SPLICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. TOP BARS TO BE SPLICED AT MIDSPAN AND BOTTOM BARS AT SUPPORTS. WELDED WIRE FABRIC TO BE LAPPED ONE FULL MESH AT SIDES AND ENDS. 5. REINFORCEMENT SHALL BE SECURELY TIED IN ITS PROPER PLACE BEFORE AND DURING POURING OPERATIONS USING APPROVED CHAIRS AND SPACERS AS REQUIRED. NO BARS SHALL BE CUT OR OMITTED IN THE FIELD WITHOUT THE APPROVAL OF THE ENGINEER. USE PLASTIC TIPPED ACCESSORIES IN CONCRETE EXPOSED TO WEATHER, WATER OR VIEW. 6. WHERE CONTINUOUS BARS ARE CALLED FOR, INDICATED OR REQUIRED, THEY SHALL BE RUN CONTINUOUSLY AROUND CORNERS, DOWELED INTO INTERSECTING WALLS AND LAPPED AT NECESSARY SPLICES WITH SPLICES STAGGERED WHEREVER POSSIBLE. 7. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: CONCRETE CAST AGAINST EARTH 3" FORMED CONCRETE EXPOSED TO EARTH OR WEATHER #5 (#16) AND SMALLER 1 1/2" #6 (#19) AND LARGER 2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER SLABS, WALLS AND JOISTS 3/4" BEAMS AND COLUMNS 1 1/2" 8. THE CONCRETE CONTRACTOR SHALL INSTALL (OR GIVE OTHER TRADES AMPLE OPPORTUNITY TO INSTALL) ALL ANCHORS, BOLTS, PLATE, NAILERS, SLOTS, CHASES, PIPE SLEEVES, ETC., AS REQUIRED BY OTHER TRADES. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE SETTING SCREEDS AND FORMS. FORM RELEASE OIL TO BE AN APPROVED LIQUID. 9. SLABS AND BEAMS SHALL BE POURED MONOLITHICALLY EXCEPT WHERE OTHERWISE SHOWN AND SHALL BE FINISHED AS INDICATED ON PLAN. 10. CONTRACTOR SHALL REPAIR, AT HIS EXPENSE, ALL CONCRETE SLAB DEFECTS SUCH AS CURLING OR CRACKING. GRINDING, PATCHING, ETC. REPAIR PROCEDURES SHALL BE APPROVED BY THE ENGINEER PRIOR TO STARTING WORK. 11. CHAMFER EDGES OF EXPOSED BEAMS AND COLUMNS. 12. CONCRETE TEMPERATURE DURING THE FIRST SEVEN DAYS SHALL BE MAINTAINED BETWEEN 50 DEG. F AND 90 DEG. F. RAPID DRYING MUST BE PREVENTED. 13. CURING A. HORIZONTAL SURFACES SHALL BE KEPT CONTINUOUSLY MOIST FOR A MINIMUM OF SEVEN DAYS. B. VERTICAL SURFACES SHALL RECEIVE TWO COATS (ONE AT TIME OF STRIPPING AND ANOTHER THREE DAYS LATER) OF AN APPROVED CURING COMPOUND. 14. CONTRACTOR TO DESIGN, FURNISH AND INSTALL ALL TEMPORARY SHEETING, SHORING AND BRACING NECESSARY TO SAFELY COMPLETE THE CONSTRUCTION. 15. SHOP DRAWINGS PREPARED IN ACCORDANCE WITH ACI STANDARDS WILL BE REQUIRED FROM THE CONTRACTOR FOR REINFORCING STEEL PRIOR TO CONSTRUCTION. THE REUSE OR REPRODUCTION OF ANY PORTION OF THESE DOCUMENTS FOR USE AS SHOP DRAWINGS IS STRICTLY PROHIBITED WITHOUT THE WRITTEN PERMISSION OF MCFARLAND- JOHNSON, INC. 16. THE CONTRACTOR WILL EMPLOY A QUALIFIED ENGINEERING TESTING FIRM TO PERFORM STANDARD FIELD TESTING OF THE CONCRETE WORK. CONCRETE SHALL BE TESTED FOR: A) COMPRESSIVE STRENGTH (4 –6”X12”CYLINDERS: ONE AT 7 DAYS, 2 AT 28 DAYS AND RETAIN ONE FOR 56 DAYS FOR TESTING IN THE EVENT THE 28 DAY RESULTS DO NOT MEET SPECIFICATIONS.) TAKE ONE SET OF FOUR (4) CYLINDERS FOR EACH PLACEMENT AND NOT LESS THAN ONE SET FOR EACH 50 CUBIC YARDS. B) SLUMP (BEFORE AND AFTER PLASTICIZER IF USED). C) TEMPERATURE (AIR AND CONCRETE). D) AIR CONTENT. E) UNIT WEIGHT. DESIGN BASIS BUILDING CODE 1. THE CONSTRUCTION DOCUMENTS ARE BASED ON THE REQUIREMENTS OF THE 2015 INTERNATIONAL BUILDING CODE AND THE 2015 VERMONT FIRE AND SAFETY BUILDING CODE. BUILDING RISK CATEGORY (PER IBC) 1. BUILDING X:III DEAD LOADS 1. SUPERIMPOSED DEAD LOADS TO ACCOUNT FOR GENERAL ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SYSTEMS HAVE BEEN APPLIED AS FOLLOW: A. MEZZANINE FLOOR: 5 PSF B. MAIN ROOF:15 PSF C. MEZZANINE ROOF: 11 PSF 2. SUPERIMPOSED DEAD LOADS TO ACCOUNT FOR SPECIFIC ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION COMPONENTS ARE NOTED ON RELEVANT PLANS, SECTIONS AND DETAILS. COMPONENT LOADS MAY NOT BE COMPLETE AT THE TIME OF DRAWING ISSUANCE AND SHOULD BE VERIFIED WITH THE EOR PRIOR TO FABRICATION OF SUPPORTING ELEMENTS. LIVE LOADS 1. DESIGN LIVE LOADS HAVE BEEN APPLIED AS FOLLOWS. REFER TO ARCHITECTURAL PLANS FOR EXTENTS OF BUILDING AREAS OR SHEETS SREFER TO ARCHITECTURAL PLANS FOR EXTENTS OF BUILDING AREAS OR SHEETS SREFER TO ARCHITECTURAL PLANS FOR EXTENTS OF BUILDING AREAS OR SHEETS SREFER TO ARCHITECTURAL PLANS FOR EXTENTS OF BUILDING AREAS OR SHEETS S----XXX FOR LIVE LOAD PLAN.XXX FOR LIVE LOAD PLAN.XXX FOR LIVE LOAD PLAN.XXX FOR LIVE LOAD PLAN. CONCENTRATED LOADS HAVE BEEN APPLIED AS UNIFORMLY DISTRIBUTED ON AN AREA OF 2.5 SQUARE FEET, UNLESS NOTED OTHERWISE. UNIFORM CONCENTRATED A. MEZZANINE: 150 PSF - B. HANDRAILS: 50 LBS/FT 200 LBS AT ANY POINT C. STAIRS: 100 PSF 300 LBS ON 4 SQUARE INCHES SNOW LOADS 1. SNOW LOADING HAS BEEN DETERMINED PER ASCE 7-10, CHAPTER 7. CRITERIA IS AS FOLLOWS: A. GROUND SNOW LOAD, Pg: 40 PSF (PER VERMONT FIRE AND SAFETY BUILDING CODE) B. SNOW EXPOSURE FACTOR, Ce: 1.0 C. THERMAL FACTOR, Ct: 1.0 D. SNOW LOAD IMPORTANCE FACTOR, Is: 1.1 E. FLAT ROOF SNOW LOAD, Pf: 40 PSF WIND LOADS 1. BUILDING WIND LOADING HAS BEEN DETERMINED PER ASCE 7-10, CHAPTERS 26 AND 28. CRITERIA IS AS FOLLOWS: A. WIND EXPOSURE CATEGORY: C B. ULTIMATE BASIC WIND SPEED, V: 114 MPH C. INTERNAL PRESSURE COEFFICIENT, GCpi: ±0.18 2. COMPONENTS AND CLADDING WIND PRESSURES HAVE BEEN DETERMINED PER ASCE 7-10, CHAPTER 30, ON AN ELEMENT BY ELEMENT BASIS. A. DESIGNERS OF ELEMENTS ENGINEERED AS PART OF A DEFERRED SUBMITTAL THAT ARE SUBJECT TO WIND LOADING, ARE TO DETERMINE COMPONENT AND CLADDING WIND PRESSURES SPECIFIC TO THOSE ELEMENTS PER ASCE 7-10, CHAPTER 30 OR ANOTHER RELEVANT WIND LOADING PROCEDURE. SEISMIC LOADS 1. BUILDING SEISMIC LOADING HAS BEEN DETERMINED PER ASCE 7-10, CHAPTERS 11 AND 12. CRITERIA IS AS FOLLOWS: A. SHORT PERIOD SPECTRAL ACCELERATION, Ss: 0.341g B. ONE SECOND PERIOD SPECTRAL ACCELERATION, S1: 0.104g C. SITE CLASS:D PER IBCPER IBCPER IBCPER IBC D. SHORT PERIOD SITE COEFFICIENT, Fa:1.527 E. ONE SECOND PERIOD SITE COEFFICIENT, Fv: 2.383 F. SHORT PERIOD SPECTRAL RESPONSE ACCELERATION, Sds: 0.347g G. ONE SECOND PERIOD SPECTRAL ACCELERATION, Sd1: 0.166g H. SEISMIC IMPORTANCE FACTOR, Ie: 1.25 I. SEISMIC DESIGN CATEGORY:C J. SEISMIC REDUNDANCY FACTOR, ρ: 1.0 K. SEISMIC FORCE-RESISTING SYSTEM: STEEL NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE L. RESPONSE MODIFICATION FACTOR, R: 3.0 M. OVERSTRENGTH FACTOR, Ωo: 3.0 N. DEFLECTION AMPLIFICATION FACTOR, Cd: 3.0 O. ANALYTICAL PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE 2. SEISMIC FORCES ON STRUCTURAL AND NON-STRUCTURAL COMPONENTS AND THEIR ATTACHMENTS HAVE BEEN DETERMINED PER ASCE 7-10, CHAPTERS 11, 12 AND 13. A. DESIGNERS OF ELEMENTS AS PART OF A DEFERRED SUBMITTAL ARE TO DETERMINE SEISMIC LOADING SPECIFIC TO THOSE ELEMENTS PER ASCE 7-10, CHAPTERS 11, 12 AND 13 OR ANOTHER RELEVANT SEISMIC LOADING PROCEDURE. FOUNDATION LOADS AND SOIL CAPACITY 1. FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL REPORT PREPARED BY XXXXX, INC.XXXXX, INC.XXXXX, INC.XXXXX, INC., DATED X/X/XXXXX/X/XXXXX/X/XXXXX/X/XXXX. FOUNDATION LOADS AND SOIL CAPACITIES DETERMINED IN THE REPORT ARE AS FOLLOWS: A. SPREAD FOOTING CAPACITY: 1. ALLOWABLE SOIL BEARING PRESSURE: XXXX PSF 2. INCREASE FOR WIND OR SEISMIC LOADS:YES 33%/NOYES 33%/NOYES 33%/NOYES 33%/NO B. STRIP FOOTING CAPACITY: 1. ALLOWABLE SOIL BEARING PRESSURE: XXXX PSF 2. INCREASE FOR WIND OR SEISMIC LOADS:YES 33%/NOYES 33%/NOYES 33%/NOYES 33%/NO C. BELOW GRADE WALL LOADING: 1. COEFFICIENT OF ACTIVE LATERAL EARTH PRESSURE, Ka: 0.33 2. COEFFICIENT OF AT-REST LATERAL EARTH PRESSURE, Kp: 0.50 ELEMENT DEFLECTIONS AND BUILDING MOVEMENT 1. DESIGN OF STRUCTURAL ELEMENTS FOR SERVICEABILITY IS BASED ON GUIDANCE FROM IBC CHAPTER 16 AND IS TO INCLUDE MANUFACTURER CRITERIA FOR SPECIFIC FINISHES. DESIGNERS OF ELEMENTS AS PART OF A DEFERRED SUBMITTAL THAT ARE SUPPORTING FINISHES, ARE TO DESIGN FOR THE MINIMUM OF THE DESIGN CRITERIA OUTLINED BELOW OR THE SPECIFIC MANUFACTURER REQUIREMENTS FOR THOSE FINISHES. MINIMUM DESIGN CRITERIA IS AS FOLLOWS: A. TYPICAL BEAM/GIRDER DEFLECTION 1. SUPPORTING TYPICAL CEILINGS AND FLOOR FINISHES INCLUDING SHEETROCK, DROPPED CEILINGS, CARPET, VINYL AND HARDWOOD FLOORS: 1. TOTAL LOAD:LENGTH/240 2. LIVE/SNOW LOAD: LENGTH/360 B. SPANDREL BEAM DEFLECTION 1. ABOVE OR BELOW COLD-FORMED WALLS: 1. TOTAL LOAD:LENGTH/240 2. LIVE/SNOW LOAD: LENGTH/360 2. ABOVE OR BELOW GLASS CURTAIN WALLS: 1. TOTAL LOAD:LENGTH/240 2. LIVE/SNOW LOAD: LENGTH/600 OR 0.5” C. COLD-FORMED WALL ELEMENTS 1. AT FLEXIBLE CLADDING: 1. 0.42*WIND LOAD (ULTIMATE): HEIGHT/240 2. AT BRITTLE CLADDING: 1. 0.42*WIND LOAD (ULTIMATE): HEIGHT/600 D. MEMBERS SUPPORTING GLASS 1. 0.6*WIND LOAD (ULTIMATE): 1/175 GLASS EDGE OR 3/4” FUTURE VERTICAL EXPANSION 1. THE BUILDING DESIGN AS PART OF THIS SET OF DOCUMENTS DOES NOT INCLUDE ANY ALLOWANCES FOR FUTURE VERTICAL BUILDING EXPANSION. FOUNDATION CONSTRUCTION 1. FOOTINGS SHALL REST ON SUITABLE UNDISTURBED SOIL OR COMPACTED GRANULAR FILL HAVING A MINIMUM BEARING CAPACITY OF 2000 PSF. ELEVATIONS OF BOTTOM OF FOOTINGS ARE SHOWN ON PLANS, BUT ARE SUBJECT TO REVISION WHEN TRUE SOIL CONDITIONS ARE EXPOSED BY EXCAVATION. THE ENGINEER SHALL BE NOTIFIED PROMPTLY OF ANY WEAK STRATA, WATER CONDITIONS OR OTHER POOR BEARING CONDITIONS. 2. SOILS UNDER FOOTINGS SHALL BE DEEMED TO BE "UNSUITABLE" FOR BEARING IF THERE IS WATER AND/OR SOFT, MUDDY SOILS PRESENT. THE WATER AND SOFT MUDDY SOILS SHALL BE REMOVED TO A MINIMUM DEPTH OF 8" BELOW THE FOOTING. AN 8" (MINIMUM) DEEP BED OF WELL COMPACTED 3/4" - 2" CRUSHED STONE SHALL BE PLACED TO A WIDTH OF AT LEAST 12" MORE THAN THE FOOTING. 3. FOOTINGS SHALL REST ON A MINIMUM 8" DEEP BED OF WELL COMPACTED 3/4 TO 2" CRUSHED STONE PLACED TO A WIDTH OF AT LEAST 12" MORE THAN THE FOOTING. 4. FOOTING EXCAVATIONS SHALL BE DONE IN SUCH A MANNER AS TO DRAIN AWAY ALL SURFACE AND GROUND WATER. EXCAVATION EQUIPMENT AND PROCEDURES SHALL BE USED SUCH THAT FIRM SOIL BEARING CONDITIONS ARE MAINTAINED. 5. UNLESS OTHERWISE NOTED, ALL FOOTINGS, PILES, CAISSONS AND PIERS SHALL BE CENTERED UNDER SUPPORTED MEMBER. 6. BACKFILLING AGAINST FOUNDATION WALLS SHALL BE DONE BY PLACING SIMULTANEOUS LEVEL LAYERS ON BOTH SIDES OF THE WALL SUCH THAT THEMDIFFERENCE BETWEEN ONE SIDE AND THE OTHER DOES NOT EXCEED 24 INCHES. 7. SELECT BACKFILL OUTSIDE OF FOUNDATION WALL: A. AN APPROVED MATERIAL FREE OF BOULDERS LARGER THAN 6", ORGANIC MATERIAL, TOPSOIL AND DEBRIS. B) PLACE IN MAXIMUM 8" LIFTS AND COMPACT TO 90% MAXIMUM DENSITY ATMOPTIMUM MOISTURE CONTENT AS DEFINED BY ASTM D-1557. 8. THE CONTRACTOR SHALL PROVIDE THE NECESSARY EQUIPMENT AND CONTINUOUSLYMDEWATER THE SITE TO FACILITATE CONSTRUCTION AND SAFE WORKING CONDITIONS. COLD FORMED STEEL FRAMING 1. STEEL STUDS AND JOISTS SHALL BE COLD ROLLED C-SHAPED MEMBERS OF THE TYPE, SIZE AND MINIMUM GAGE AS SHOWN ON THE DRAWINGS. ALL STUDS AND JOISTS SHALL BE MARKED WITH THE MANUFACTURER'S NAME, GAGE OF MATERIAL AND YIELD STRENGTH. 2. STEEL SHALL COMPLY WITH ASTM A1003, TYPE H GRADE 33 OR GRADE 50 AS REQUIRED BY STRUCTURAL PERFORMANCE, WITH A GALVANIZED FINISH COMPLYING WITH G60 COATING WEIGHT. 3. ALL WORK SHALL MEET THE REQUIREMENTS OF THE LATEST EDITIONS OF THE FOLLOWING STANDARDS: A. AMERICAN IRON AND STEEL INSTITUTE (AISI) SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS. B. AMERICAN WELDING SOCIETY (AWS) D1.3 STRUCTURAL WELDING CODE - SHEET STEEL. C. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM). D. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL OF STEEL CONSTRUCTION. E. ALL PERTINENT FEDERAL, STATE AND LOCAL CODES. 4. PROVIDE AND INSTALL TRACKS, BLOCKING, BRIDGING, CLIP ANGLES AND OTHER ACCESSORIES, AS NEEDED TO PROVIDE A COMPLETE SYSTEM AND AS RECOMMENDED BY MANUFACTURER. TRACKS SHALL BE OF THE SAME GAGE AND SIZE AS THE STUDS UNLESS OTHERWISE NOTED ON THE DRAWINGS. 5. THE DESIGN OF ALL FASTENERS IS A DELEGATED DESIGN AND SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR. PROVIDE COMPLETE CALCULATIONS AND FABRICATION AND INSTALLATION REQUIREMENTS AS PART OF DEFERRED SUBMITTAL. 6. PROVIDE NUTS, BOLTS, WASHERS, SCREWS AND OTHER FASTENERS WITH CORROSION RESISTANT FINISH. 7. INSTALL JOISTS DIRECTLY OVER BEARING STUDS. PROVIDE WEB STIFFENERS AND JOIST BRIDGING AS SHOWN ON DRAWINGS AND AS REQUIRED. PROVIDE END BLOCKING WHERE JOISTS ENDS ARE NOT OTHERWISE RESTRAINED. STUDS IN LOAD BEARING WALLS SHALL BE SEATED TIGHT AGAINST TRACK WEBS. 8. CHECK FRAMING FOR ACCURATE SPACING/ALIGNMENT AND OPENINGS BEFORE INSTALLING FLOOR, CEILING AND WALL SHEATHING. 9. THE WALL FRAMING SYSTEM SHALL BE DESIGNED AND DETAILED TO ACCOMMODATE VERTICAL MOVEMENT OF BUILDING FRAMING MEMBERS. 10. ALL WALLS SHALL BE PROVIDED WITH 16 GAGE CONTINUOUS HORIZONTAL COLD ROLLED CHANNEL BRIDGING FASTENED AT EACH STUD INSIDE THE STUD KNOCKOUTS. ALTERNATIVELY, CONTINUOUS TWO INCH 18 GAGE (MINIMUM) STRAP BRIDGING SHALL BE APPLIED ON EACH SIDE OF EACH STUD. SPACING OF ROWS SHALL BE: FIRST ROW AT 5', THE BALANCE AT 4' O.C. LOCATE SOLID BRIDGING AT EACH END OF WALL AND 10' O.C. IN BETWEEN. 11. COLD-FORMED STEEL FRAMING SUPPLIER SHALL DESIGN, DETAIL, FABRICATE AND INSTALL FRAMING IN ACCORDANCE WITH ALL THE REQUIREMENTS OF AISI S100, AISI 202, AND AISI S240 AND ANY OTHER APPLICABLE LOCAL, STATE OR NATIONAL CODE. MINIMUM MEMBER SIZES SHALL BE THOSE SHOWN ON THE DRAWINGS AND NOT LESS THAN REQUIRED BY THE ABOVE CODES. 12. SUBMIT COMPLETE SHOP DRAWINGS, INCLUDING ERECTION PLANS AND FABRICATION DRAWINGS, WITH COMPLETE DESIGN CALCULATIONS, ALL STAMPED BY A PROFESSIONAL ENGINEER, FOR ENGINEERS REVIEW AS A DELEGATED DESIGN SUBMITAL PRIOR TO FABRICATION. INDICATE STEEL YIELD STRENGTH, MEMBER GAGES, SPACINGS AND SIZES, CONNECTION DETAILS, TYPE AND LOCATION OF WELDS, BOLTS AND FASTENI STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL WORK SHALL COMPLY WITH THE FOLLOWING CODES AND STANDARDS AND ANY OTHER CODES, STANDARDS, OR OTHER DOCUMENTS REFERENCED THEREIN. VERSIONS OR EDITIONS SHALL BE AS REFERENCED BY THE BUILDING CODE INDICATED IN THE DESIGN BASIS. a. AISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS –AISC 360 b. AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES –AISC 303 c. AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS –AISC 341 d. RCSC (RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS) SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS e. AWS (AMERICAN WELDING SOCIETY) STRUCTURAL WELDING CODE –STEEL –AWS D1.1 2. ALL WELDING SHALL CONFORM TO THE "STRUCTURAL WELDING CODE - ANSI/AWS D1.1" OF THE AMERICAN WELDING SOCIETY. 3. STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING: a. STRUCTURAL SHAPES ASTM A992, FY = 50,000 PSI (WIDE FLANGE SHAPES) ASTM A36, FY = 36,000 PSI (ANGLES, CHANNELS,S-SHAPES, ETC.) b. BOLTS ASTM A325 c. NUTS ASTM A563 d. WASHERS ASTM F436 e. COLUMN ANCHOR RODS ASTM F1554, GRADE 36 GALVANIZED f. STEEL PIPE ASTM A53, TYPE E OR S, GRADE B, FY = 35,000 PSI g. STRUCTURAL TUBING ASTM A500, GRADE B, FY = 46,000 PSI FOR RECTANGULAR SQUARE SECTIONS, FY=42,000 PSI FOR ROUND SECTIONS. 4. ALL SHOP CONNECTIONS SHALL BE BOLTED OR WELDED. ALL FIELD CONNECTIONS SHALL BE BOLTED EXCEPT WHERE WELDING IS SPECIFICALLY CALLED FOR. BOLTS SHALL BE 3/4" DIA. MINIMUM WITH OPEN HOLES 1/16" LARGER, EXCEPT FOR COLUMN GROUT PLATES WHICH ARE 3/16" LARGER AND COLUMN BASE PLATES WHICH ARE 5/16" LARGER. 5. TIGHTEN ALL BOLTS PER THE REQUIREMENTS OF RCSC'S "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS". THE JOINT TYPE FOR ALL JOINTS IS SNUG-TIGHTENED UNLESS NOTED OTHERWISE. 6. THE DESIGN OF ALL CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE STEEL FABRICATOR. COMPLETE CALCULATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER AND SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO ANY FABRICATION. CONNECTIONS NOT DETAILED SHALL BE DESIGNED FOR THE LOADS INDICATED ON THE DRAWINGS, LOADS GIVEN IN THE AISC UNIFORM LOAD TABLES OR AS INDICATED IN THE MINIMUM CONNECTION DETAILS,WHICHEVER IS GREATER. THE CONNECTION DESIGN SHALL INCLUDE EXTERIOR TUBE COLUMN REINFORCEMENT OR PLATE DIAPHRAGMS TO TRANSFER THE LOADS TO THE TUBE COLUMNS WITHOUT INDUCING LOCAL BUCKLING OF THE TUBE WALLS AND WITHOUT EXCESSIVE DEFORMATION. 7. ALL STRUCTURAL STEEL SHALL BE SHOP PAINTED (MINIMUM 1.5 MILS DRY FILM THICKNESS) WITH AN APPROVED RUST INHIBITIVE PRIME PAINT. STEEL SHALL BE THOROUGHLY CLEANED PRIOR TO PAINTING. FIELD TOUCH UP WITH THE SAME PAINT WILL BE REQUIRED. ALL STEEL WHICH IS EXPOSED TO WEATHER, WATER, OR CHEMICALS IS TO BE HOT DIPPED GALVANIZED. PROVIDE VENT HOLES IN PIECES AS NECESSARY, LOCATE AS TO PROVIDE POSITIVE DRAINAGE. IN ELEMENTS WHICH PENETRATE A WATERPROOFING MEMBRANE, SEAL ALL VENT HOLES AFTER GALVANIZATION TO A WATER TIGHT CONDITION. DO NOT GALVANIZE PORTIONS OF PIECES TO BE FIELD WELDED. 8. THERE WILL BE NO FIELD BURNING, CUTTING OR OTHER ALTERATIONS OF PRIMARY STRUCTURAL STEEL, WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER. 9. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER (ARCHITECT) FOR REVIEW PRIOR TO FABRICATION FOR THE FOLLOWING ITEMS: STRUCTURAL STEEL IT IS REQUIRED THAT THE STRUCTURAL STEEL SUBCONTRACTOR PREPARE COMPLETE ERECTION DRAWINGS. REVISING OR PHOTOCOPYING OF THESE STRUCTURAL DRAWINGS WILL NOT BE PERMITTED. 10. ALL STRUCTURAL STEEL FABRICATION AND ERECTION MUST COMPLY WITH THE LATEST REQUIREMENTS OF OSHA 29 CFR PART 1926. SAFETY AND PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE SAFETY OF, AND SHALL PROVIDE THE NECESSARY PROTECTION TO PREVENT DAMAGE INJURY OR LOSS TO 1. ALL EMPLOYEES ON THE WORK AND OTHER PERSONS WHO MAY BE AFFECTED THEREBY. 2. ALL THE WORK AND ALL MATERIALS OR EQUIPMENT TO BE INCORPORATED THEREIN, WHETHER IN STORAGE ON OR OFF, THE SITE. 3. OTHER PROPERTY AT THE SITE OR ADJACENT THERETO, INCLUDING TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURES AND UTILITIES NOT DESIGNATED FOR REMOVAL, RELOCATION OR REPLACEMENT IN THE COURSE OF CONSTRUCTION. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STANDARDS (SPECIFICALLY INCLUDING OSHA, VOSHA AND ANY OTHER STATE ADOPTED OSHA PROGRAM), LAWS, ORDINANCES, RULES, REGULATIONS AND ORDERS OF ANY PUBLIC BODY HAVING JURISDICTION FOR THE SAFETY OF PERSONS OR PROPERTY OR TO PROTECT THEM FROM DAMAGE, INJURY OR LOSS; AND SHALL ERECT AND MAINTAIN ALL NECESSARY SAFEGUARDS FOR SUCH SAFETY AND PROTECTION. CONTRACTOR SHALL NOTIFY OWNERS OF ADJACENT PROPERTY AND UTILITIES WHEN EXECUTION OF THE WORK MAY AFFECT THEM. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS AND OTHER COSTS ARISING FROM ANY DAMAGE AT THE SITE OR ADJACENT THERETO. CONTRACTOR'S DUTIES AND RESPONSIBILITIES FOR THE SAFETY AND PROTECTION OF THE WORK SHALL CONTINUE UNTIL SUCH TIME AS ALL THE WORK IS COMPLETED. COLD WEATHER CONSTRUCTION PROCEDURES 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTINUOUSLY PROTECT SOILS, CONCRETE, MASONRY AND OTHER BUILDING MATERIALS FROM DAMAGE DUE TO COLD TEMPERATURES UNTIL THE BUILDING HAS BEEN TURNED OVER TO THE OWNER. THIS SHALL INCLUDE TEMPORARY ENCLOSURES, INSULATED BLANKETS AND TEMPORARY HEATING. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE ANY DAMAGED OR DEFECTIVE WORK, IN A MANNER APPROVED BY THE ENGINEER. 3. ALL PROTECTIVE AND CORRECTIVE WORK SHALL BE AT THE EXPENSE OF THE CONTRACTOR. GRANULAR FILL UNDER SLABS & FOOTINGS 1. PRIOR TO PLACING GRANULAR FILL, ALL ORGANIC MATERIAL, TOPSOIL, DEBRIS AND ANY OTHER DELETERIOUS MATERIAL SHALL BE REMOVED. 2. GRANULAR FILL SHALL BE AN APPROVED, WELL GRADED BANK RUN OR CRUSHER RUN GRAVEL MEETING THE REQUIREMENTS OF THE FOLLOWING TABLE: SIEVE DESIGNATION % PASSING 2"100 NO. 4 40-70 NO. 100 4-15 NO. 200 0-4 3. IF THE GRANULAR FILL IS IN CONTACT WITH A SUB-SLAB VAPOR BARRIER, IT SHALL BE A BANK-RUN GRAVEL RATHER THAN A CRUSHER-RUN GRAVEL SO THAT THE VAPOR BARRIER WILL NOT BE PUNCTURED THUS MAKING IT INEFFECTIVE. 4. THE MATERIAL SHALL BE PLACED IN MAXIMUM 8" LIFTS AND COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D-1557, MODIFIED PROCTOR. 5. THE OWNER WILL TAKE DENSITY TESTS ON THE COMPACTED FILL. DENSITY TESTS SHALL BE DONE ON EACH LIFT AT THE RATE OF ONE TEST FOR EVERY 1000 SQUARE FEET OF THE COMPACTED FILL. IF THE MATERIAL TESTS LESS THAN 95%, CORRECTIVE ACTION AND ADDITIONAL TESTING WILL BE REQUIRED. THE ADDITIONAL TESTING AND CORRECTIVE ACTION WILL BE PAID FOR BY THE CONTRACTOR. 6. MATERIALS SHALL BE PLACED IN SUCH A WAY AS NOT TO DAMAGE CONCRETE FOUNDATIONS AND FOOTINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN, FROM A TESTING FIRM APPROVED BY THE ENGINEER, A SIEVE ANALYSIS AND A LABORATORY MOISTURE-DENSITY CURVE FOR THE PROPOSED GRANULAR FILL. THE PROCEDURE SHALL BE REPEATED UNTIL A MATERIAL MEETING THE SPECIFICATIONS IS PROVIDED. GENERAL NOTES GENERAL 1. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REFERENCED IN THE DESIGN BASIS AND THAT BUILDING CODE’S REFERENCED CODES AND STANDARDS. 2. THE STRUCTURAL DRAWINGS SHALL BE UTILIZED IN CONJUNCTION WITH DRAWINGS FROM OTHER DESIGN TRADES, SUCH AS ARCHITECTURAL, MECHANICAL, ELECTRICAL, ETC. THE CONTRACTOR IS TO INFORM THE ENGINEER OF ANY CONCLICTS BETWEEN THE STRUCTURAL DRAWINGS AND ANY OTHER DRAWINGS. 3. THE STRUCTURAL GENERAL NOTES AND STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE PROJECT SPECIFICATIONS. IN CASE OF ANY CONFLICTS BETWEEN THE NOTES, DRAWINGS AND SPECIFICATION, THE STRICTEST REQUIREMENTS PRESIDE. THE CONTRACTOR IS TO INFORM THE ENGINEER OF ANY CONFLICTS. DRAWINGS 1. APPLY DETAILS, SECTIONS AND NOTES ON THE DRAWINGS WHERE CONDITIONS ARE SIMILAR TO THOSE INDICATED. AT FEATURES THAT ARE NOT FULLY DETAILED OR SPECIFIED, THEIR CONSTRUCTION IS TO BE SIMILAR TO WHAT IS SHOWN OR SPECIFIED AT OTHER SIMILAR CONDITIONS. 2. DETAILS LABELED “TYPICAL”AND NOTES INCLUDING THE WORD “TYPICAL (OR TYP.)”APPLY AT ALL CONDITIONS THAT ARE SIMILAR IN NATURE, UNLESS NOTED OTHERWISE. 3. USE DIMENSIONS INDICATED ON DRAWINGS. DO NOT SCALE DRAWINGS. 4. CENTERLINES OF COLUMNS, BEAMS, GRADE BEAMS, WALLS, FOUNDATIONS, AND OTHER FRAMING MEMBERS COINCIDE WITH ESTABLISHED GRIDLINES, UNLESS NOTED OTHERWISE. 5. BEAMS, JOISTS, RAFTERS, ETC. ARE ASSUMED TO BE SPACED EQUALLY IF NOT INDICATED OTHERWISE. EXISTING CONDITIONS 1. THE CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS. THE CONTRACTOR IS TO INFORM THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE STRUCTURAL DRAWINGS, AND OF ANY CONDITIONS THAT MAY NOT HAVE BEEN VISIBLE PRIOR TO CONSTRUCTION. DO NOT COMMENCE SHOP DRAWINGS OR FABRICATION UNTIL ALL EXISITNG CONDITIONS HAVE BEEN VERIFIED. TEMPORARY CONDITIONS 1. THE STRUCTURE HAS BEEN DESIGNED SUCH THAT IT IS STABLE ONCE ALL ELEMENTS OF THE LATERAL LOAD- RESISTING SYSTEM ARE IN PLACE. THIS INCLUDES ELEMENTS SUCH AS FOUNDATIONS, COLUMNS, BEAMS, BRACES, DECKING AND WELDING. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY STABILITY OF THE STRUCTURE. 2. THE STRUCTURE HAS NOT BEEN DESIGNED TO ACCOMMODATE ANY CONSTRUCTION LOADING THAT HAS NOT BEEN INDICATED IN THE DESIGN BASIS OR ON THE PLANS. THIS INCLUDES LOADS SUCH AS CONSTRUCTION VEHICLES, LIKE CRANES AND MANLIFTS, OR LOADS DUE TO THE STORAGE OF MATERIALS, LIKE PALLETS OF DRYWALL, PLYWOOD OR STONE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE STRUCTURAL CAPACITY OF ANY ELEMENTS THEY INTEND TO LOAD BEYOND THE STATED LOADS. THE CONTRACTOR IS TO SUBMIT DESIGN CALCULATIONS, SIGNED AND SEALED BY A REGISTERED DESIGN PROFESSIONAL, INDICATING AS SUCH. SUBMITTALS 1. THE CONTRACTOR IS TO PREPARE AND TRANSMIT ALL SUBMITTALS TO THE ENGINEER AND/OR ARCHITECT WITH ADEQUATE TIME TO REVIEW PRIOR TO CONSTRUCTION OR FABRICATION. THE CONTRACTOR IS ALSO TO PREPARE AND KEEP CURRENT A LIST OF ALL SUBMITTALS AND A SUBMITTAL SCHEDULE. 2. THE REUSE OR REPRODUCTION OF ANY PORTION OF THESE DOCUMENTS FOR USE AS SHOP DRAWINGS IS STRICTLY PROHIBITED WITHOUT THE WRITTEN PERMISSION OF MCFARLAND JOHNSON, INC. 3. SHOP DRAWINGS ARE TO BE PREPARED IN ACCORDANCE WITH THE STANDARDS GOVERNING THE TYPE OF WORK. 4. SUBMITTALS REQUIRING REVIEW BY THE STRUCTURAL ENGINEER INCLUDE: A. SHOP DRAWINGS. B. DESIGN CALCULATIONS. C. MIX DESIGNS, AND MATERIAL CERTIFICATES. D. PRODUCT DATA, REPORTS AND OTHER LITERATURE. 5. SHOP DRAWINGS ARE TO BE PROVIDED FOR ALL STRUCTURAL ELEMENTS. SHOP DRAWINGS ARE TO INCLUDE ITEMS SUCH AS: A. PLANS, ELEVATIONS AND SECTIONS. B. LAYOUT OF BEAMS, COLUMNS, WALLS, DECKING, ANCHOR BOLTS, ETC. C. LAYOUT OF EMBEDDED ITEMS. D. LAYOUT OF SLAB/FLOOR/ROOF DECK AND WALL OPENINGS ALONG WITH BEAM PENTRATIONS. E. FASTENING, ATTACHMENTS, SHOP WELDING AND FIELD WELDING. F. LAYOUT AND MAGNITUDE OF ANY LOADING ON THE STRUCTURE. 6. DEFERRED SUBMITTALS ARE THOSE WHERE THE DESIGN OF SPECIFIC ELEMENTS AND THEIR ATTACHMENTS HAS NOT BEEN COMPLETED AS PART OF THE CONSTRUCTION DOCUMENTS BUT ARE DELEGATED TO THE DESIGN BY A SPECIALTY OR SUB-CONTRACTED ENGINEER. DEFERRED SUBMITTALS ON THIS PROJECT INCLUDE: A. COLD-FORMED METAL FRAMING. B. STAIR FRAMING. C. STRUCTURAL STEEL CONNECTIONS. D. STRUCTURAL STEEL BRACING CONNECTIONS AND GUSSET PLATES. E. METAL FABRICATIONS. 7. THE CONTRACTOR IS TO ENGAGE A REGISTERED DESIGN PROFESSIONAL TO PROVIDE DESIGN OF ELEMENTS AS PART OF A DEFERRED SUBMITTAL. CALCULATIONS ARE TO BE SIGNED AND SEALED BY A REGISTERED DESIGN PROFESSIONAL. 8. DEFERRED SUBMITTALS ARE TO INCLUDE AT A MINIMUM BOTH SHOP DRAWINGS AND CALCULATIONS. THEY ARE TO BE SUBMITTED TO THE ENGINEER, ARCHITECT AND BUILDING OFFICIAL. TESTING AND INSPECTIONS 1. THE OWNER IS TO ENGAGE AN INDEPENDENT TESTING LABORATORY TO PROVIDE INSPECTIONS AS REQUIRED PER THE STATEMENT OF SPECIAL INSPECTIONS. REFER TO THE SPECIFICATIONS. VER W/ EXTERIOR EXPOSUREVER W/ EXTERIOR EXPOSUREVER W/ EXTERIOR EXPOSUREVER W/ EXTERIOR EXPOSURE INDICATE INDICATE INDICATE INDICATE SLAB SLAB SLAB SLAB FINISHFINISHFINISHFINISH VER VER VER VER W/BETA W/BETA W/BETA W/BETA GEO?GEO?GEO?GEO? NO. DATE DESCRIPTION FINISH GRADEFINISH GRADEFINISH GRADEFINISH GRADE #4 @ 12" o/c#4 @ 12" o/c#4 @ 12" o/c#4 @ 12" o/c EACH WAYEACH WAYEACH WAYEACH WAY PITCHPITCHPITCHPITCH #4 DWLS @ 24" o/c#4 DWLS @ 24" o/c#4 DWLS @ 24" o/c#4 DWLS @ 24" o/c (4 SIDES)(4 SIDES)(4 SIDES)(4 SIDES)24"24"24"24" 24"24"24"24" 2222----#5 CONT#5 CONT#5 CONT#5 CONT TOP & BOTTOP & BOTTOP & BOTTOP & BOT #4 VERT @ 24"#4 VERT @ 24"#4 VERT @ 24"#4 VERT @ 24" (3 SIDES)(3 SIDES)(3 SIDES)(3 SIDES) 6"6"6"6" FULLFULLFULLFULL HTHTHTHT 24" COMPACTED24" COMPACTED24" COMPACTED24" COMPACTED FROST RESISTANTFROST RESISTANTFROST RESISTANTFROST RESISTANT BACKFILLBACKFILLBACKFILLBACKFILL 10 " 10 " 10 " 10 " FTGFTGFTGFTG 1'-4"1'-4"1'-4"1'-4" 6' - 0 " M I N C O V E R 6' - 0 " M I N C O V E R 6' - 0 " M I N C O V E R 6' - 0 " M I N C O V E R EXISTING BUILDING SLABEXISTING BUILDING SLABEXISTING BUILDING SLABEXISTING BUILDING SLAB MIN MIN MIN MIN 6"6"6"6" #4 DWLS X1'#4 DWLS X1'#4 DWLS X1'#4 DWLS X1'----6" LONG @ 24" 6" LONG @ 24" 6" LONG @ 24" 6" LONG @ 24" o/c. DRILL INTO EXISTING o/c. DRILL INTO EXISTING o/c. DRILL INTO EXISTING o/c. DRILL INTO EXISTING CONCRETE W/ MIN 4½" CONCRETE W/ MIN 4½" CONCRETE W/ MIN 4½" CONCRETE W/ MIN 4½" EMBEDMENT AND ANCHORED EMBEDMENT AND ANCHORED EMBEDMENT AND ANCHORED EMBEDMENT AND ANCHORED USING HILTI HITUSING HILTI HITUSING HILTI HITUSING HILTI HIT----HY 200 HY 200 HY 200 HY 200 ADHESIVE.ADHESIVE.ADHESIVE.ADHESIVE. EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING FOUNDATION WALLFOUNDATION WALLFOUNDATION WALLFOUNDATION WALL WALLWALLWALLWALL 8"8"8"8" HORIZONTAL REINFORCING HORIZONTAL REINFORCING HORIZONTAL REINFORCING HORIZONTAL REINFORCING BARS, VERTICAL REINFORCING BARS, VERTICAL REINFORCING BARS, VERTICAL REINFORCING BARS, VERTICAL REINFORCING NOT SHOWNNOT SHOWNNOT SHOWNNOT SHOWN CONCRETE WALLCONCRETE WALLCONCRETE WALLCONCRETE WALL CORNER BARS TO MATCH LARGER CORNER BARS TO MATCH LARGER CORNER BARS TO MATCH LARGER CORNER BARS TO MATCH LARGER BAR SIZE AND TIGHTER SPACING BAR SIZE AND TIGHTER SPACING BAR SIZE AND TIGHTER SPACING BAR SIZE AND TIGHTER SPACING IN ADJACENT WALLSIN ADJACENT WALLSIN ADJACENT WALLSIN ADJACENT WALLS LAP SPLICELAP SPLICELAP SPLICELAP SPLICE EXISTING FOUNDATION WALLEXISTING FOUNDATION WALLEXISTING FOUNDATION WALLEXISTING FOUNDATION WALL WET WALL FOR 24 HOURS WET WALL FOR 24 HOURS WET WALL FOR 24 HOURS WET WALL FOR 24 HOURS PRIOR TO PLACEMENT OF PRIOR TO PLACEMENT OF PRIOR TO PLACEMENT OF PRIOR TO PLACEMENT OF NEW CONCRETENEW CONCRETENEW CONCRETENEW CONCRETE #6 x 4'#6 x 4'#6 x 4'#6 x 4'----0" DOWELS @ 16" o/c; 0" DOWELS @ 16" o/c; 0" DOWELS @ 16" o/c; 0" DOWELS @ 16" o/c; EMBED 6" IN EXISTING WALL WITH EMBED 6" IN EXISTING WALL WITH EMBED 6" IN EXISTING WALL WITH EMBED 6" IN EXISTING WALL WITH HILTI HITHILTI HITHILTI HITHILTI HIT----HY 200 EPOXYHY 200 EPOXYHY 200 EPOXYHY 200 EPOXY add waterstop if basement walladd waterstop if basement walladd waterstop if basement walladd waterstop if basement wall NEW FOUNDATION WALLNEW FOUNDATION WALLNEW FOUNDATION WALLNEW FOUNDATION WALL ADD (2) #5 x 4'ADD (2) #5 x 4'ADD (2) #5 x 4'ADD (2) #5 x 4'----0" LONG 0" LONG 0" LONG 0" LONG AT CORNERS FOR OPENINGS AT CORNERS FOR OPENINGS AT CORNERS FOR OPENINGS AT CORNERS FOR OPENINGS OVER 24"OVER 24"OVER 24"OVER 24" PROVIDE (2) BARS THE PROVIDE (2) BARS THE PROVIDE (2) BARS THE PROVIDE (2) BARS THE SAME SIZE AS INTERRUPTED SAME SIZE AS INTERRUPTED SAME SIZE AS INTERRUPTED SAME SIZE AS INTERRUPTED REINFORCING ON ALL SIDES REINFORCING ON ALL SIDES REINFORCING ON ALL SIDES REINFORCING ON ALL SIDES OF OPENINGOF OPENINGOF OPENINGOF OPENING 4'-O" MAX.4'-O" MAX.4'-O" MAX.4'-O" MAX. LAP SPLICELAP SPLICELAP SPLICELAP SPLICE WALL HORIZONTAL REINFORCINGWALL HORIZONTAL REINFORCINGWALL HORIZONTAL REINFORCINGWALL HORIZONTAL REINFORCING WALL VERTICAL REINFORCING TO WALL VERTICAL REINFORCING TO WALL VERTICAL REINFORCING TO WALL VERTICAL REINFORCING TO BE FULL HEIGHTBE FULL HEIGHTBE FULL HEIGHTBE FULL HEIGHT SLABSLABSLABSLAB----ONONONON----GRADEGRADEGRADEGRADE #4 BARS WITH 90° HOOK AROUND PERIMETER; #4 BARS WITH 90° HOOK AROUND PERIMETER; #4 BARS WITH 90° HOOK AROUND PERIMETER; #4 BARS WITH 90° HOOK AROUND PERIMETER; EMBED 3" IN SLABEMBED 3" IN SLABEMBED 3" IN SLABEMBED 3" IN SLAB----ONONONON----GRADE WITH HILTI GRADE WITH HILTI GRADE WITH HILTI GRADE WITH HILTI HITHITHITHIT----HY 200 EPOXYHY 200 EPOXYHY 200 EPOXYHY 200 EPOXY NOTE: NOT ALL HOUSEKEEPING PADS ARE SHOWN ON STRUCTURAL DRAWINGS. NOTE: NOT ALL HOUSEKEEPING PADS ARE SHOWN ON STRUCTURAL DRAWINGS. NOTE: NOT ALL HOUSEKEEPING PADS ARE SHOWN ON STRUCTURAL DRAWINGS. NOTE: NOT ALL HOUSEKEEPING PADS ARE SHOWN ON STRUCTURAL DRAWINGS. CONTRACTOR TO COORDINATE LOCATIONS, PLAN DIMENSIONS AND HEIGHTS.CONTRACTOR TO COORDINATE LOCATIONS, PLAN DIMENSIONS AND HEIGHTS.CONTRACTOR TO COORDINATE LOCATIONS, PLAN DIMENSIONS AND HEIGHTS.CONTRACTOR TO COORDINATE LOCATIONS, PLAN DIMENSIONS AND HEIGHTS. #4 @ 16" o/c, EACH WAY#4 @ 16" o/c, EACH WAY#4 @ 16" o/c, EACH WAY#4 @ 16" o/c, EACH WAY#4 @ 16" o/c, EACH WAY#4 @ 16" o/c, EACH WAY#4 @ 16" o/c, EACH WAY#4 @ 16" o/c, EACH WAY #4 CORNER BAR #4 CORNER BAR #4 CORNER BAR #4 CORNER BAR WITH 18" LEGSWITH 18" LEGSWITH 18" LEGSWITH 18" LEGS STEEL BEAM SHEAR REACTION SCHEDULESTEEL BEAM SHEAR REACTION SCHEDULESTEEL BEAM SHEAR REACTION SCHEDULESTEEL BEAM SHEAR REACTION SCHEDULE BEAM SIZEBEAM SIZEBEAM SIZEBEAM SIZE MINIMUM CAPACITY (Rn/MINIMUM CAPACITY (Rn/MINIMUM CAPACITY (Rn/MINIMUM CAPACITY (Rn/ΩΩΩΩ))))MINIMUM NUMBER OF ROWS MINIMUM NUMBER OF ROWS MINIMUM NUMBER OF ROWS MINIMUM NUMBER OF ROWS OF BOLTSOF BOLTSOF BOLTSOF BOLTS W8W8W8W8 W10W10W10W10 W12W12W12W12 W14W14W14W14 W16W16W16W16 W18W18W18W18 W21W21W21W21 W24W24W24W24 W27W27W27W27 W30W30W30W30 W33W33W33W33 W36W36W36W36 2222 2222 3333 3333 4444 4444 5555 6666 7777 8888 9999 9999 NOTES:NOTES:NOTES:NOTES: 1. 1. 1. 1. CONNECTIONS FOR ALL BEAMS SHALL HAVE MINIMUM ALLOWABLE CONNECTIONS FOR ALL BEAMS SHALL HAVE MINIMUM ALLOWABLE CONNECTIONS FOR ALL BEAMS SHALL HAVE MINIMUM ALLOWABLE CONNECTIONS FOR ALL BEAMS SHALL HAVE MINIMUM ALLOWABLE CAPACITIES AND NUMBER OF BOLTS AS LISTED ABOVE. SEE PLANS FOR CAPACITIES AND NUMBER OF BOLTS AS LISTED ABOVE. SEE PLANS FOR CAPACITIES AND NUMBER OF BOLTS AS LISTED ABOVE. SEE PLANS FOR CAPACITIES AND NUMBER OF BOLTS AS LISTED ABOVE. SEE PLANS FOR BEAMS REQUIRING LARGER REACTIONS THAN SHOWN ABOVE. INDICATED BEAMS REQUIRING LARGER REACTIONS THAN SHOWN ABOVE. INDICATED BEAMS REQUIRING LARGER REACTIONS THAN SHOWN ABOVE. INDICATED BEAMS REQUIRING LARGER REACTIONS THAN SHOWN ABOVE. INDICATED ON PLAN AT BEAM END AS FOLLOWS: 80K.ON PLAN AT BEAM END AS FOLLOWS: 80K.ON PLAN AT BEAM END AS FOLLOWS: 80K.ON PLAN AT BEAM END AS FOLLOWS: 80K. 2. 2. 2. 2. CONTRACTOR TO PROVIDE STAMPED CALCULATIONS FOR THE FOLLOWING CONTRACTOR TO PROVIDE STAMPED CALCULATIONS FOR THE FOLLOWING CONTRACTOR TO PROVIDE STAMPED CALCULATIONS FOR THE FOLLOWING CONTRACTOR TO PROVIDE STAMPED CALCULATIONS FOR THE FOLLOWING CONNECTIONS:CONNECTIONS:CONNECTIONS:CONNECTIONS: A. A. A. A. CONNECTIONS AT LOCATIONS WITH LOADS GREATER THAN CONNECTIONS AT LOCATIONS WITH LOADS GREATER THAN CONNECTIONS AT LOCATIONS WITH LOADS GREATER THAN CONNECTIONS AT LOCATIONS WITH LOADS GREATER THAN MINIMUM INDICATED IN SCHEDULE ABOVE.MINIMUM INDICATED IN SCHEDULE ABOVE.MINIMUM INDICATED IN SCHEDULE ABOVE.MINIMUM INDICATED IN SCHEDULE ABOVE. B. B. B. B. CONNECTIONS NOT SPECIFICALLY DETAILED IN EITHER TYPICAL CONNECTIONS NOT SPECIFICALLY DETAILED IN EITHER TYPICAL CONNECTIONS NOT SPECIFICALLY DETAILED IN EITHER TYPICAL CONNECTIONS NOT SPECIFICALLY DETAILED IN EITHER TYPICAL DETAILS OR SECTIONS.DETAILS OR SECTIONS.DETAILS OR SECTIONS.DETAILS OR SECTIONS. C. C. C. C. ANY CONTRACTOR MODIFICATIONS TO TYPICAL CONNECTIONS.ANY CONTRACTOR MODIFICATIONS TO TYPICAL CONNECTIONS.ANY CONTRACTOR MODIFICATIONS TO TYPICAL CONNECTIONS.ANY CONTRACTOR MODIFICATIONS TO TYPICAL CONNECTIONS. D. D. D. D. ALL SINGLE PLATE CONNECTIONS.ALL SINGLE PLATE CONNECTIONS.ALL SINGLE PLATE CONNECTIONS.ALL SINGLE PLATE CONNECTIONS. 20 K20 K20 K20 K 15 K15 K15 K15 K 25 K25 K25 K25 K 30 K30 K30 K30 K 35 K35 K35 K35 K 45 K45 K45 K45 K 55 K55 K55 K55 K 70 K70 K70 K70 K 80 K80 K80 K80 K 90 K90 K90 K90 K 100 K100 K100 K100 K 100 K100 K100 K100 K 1 1 / 2 " T Y P . 1 1 / 2 " T Y P . 1 1 / 2 " T Y P . 1 1 / 2 " T Y P . c/ c c/ c c/ c c/ c 3" S P A . 3" S P A . 3" S P A . 3" S P A . 3" M I N . 3" M I N . 3" M I N . 3" M I N . 2L4X3X1/4, MINIMUM; ANGLE THICKNESS TO BE 2L4X3X1/4, MINIMUM; ANGLE THICKNESS TO BE 2L4X3X1/4, MINIMUM; ANGLE THICKNESS TO BE 2L4X3X1/4, MINIMUM; ANGLE THICKNESS TO BE ≥BEAM WEB THICKNESS/2BEAM WEB THICKNESS/2BEAM WEB THICKNESS/2BEAM WEB THICKNESS/2 2 1/2"2 1/2"2 1/2"2 1/2" 1 1/2"1 1/2"1 1/2"1 1/2" COPE FLANGES AS NECESSARYCOPE FLANGES AS NECESSARYCOPE FLANGES AS NECESSARYCOPE FLANGES AS NECESSARY 3/4"Ø BOLTS IN STANDARD HOLES, EXCEPT 3/4"Ø BOLTS IN STANDARD HOLES, EXCEPT 3/4"Ø BOLTS IN STANDARD HOLES, EXCEPT 3/4"Ø BOLTS IN STANDARD HOLES, EXCEPT FOR SHORT SLOTTED HOLES IN BEAM; FOR SHORT SLOTTED HOLES IN BEAM; FOR SHORT SLOTTED HOLES IN BEAM; FOR SHORT SLOTTED HOLES IN BEAM; NUMBER OF ROWS PER STEEL BEAM SHEAR NUMBER OF ROWS PER STEEL BEAM SHEAR NUMBER OF ROWS PER STEEL BEAM SHEAR NUMBER OF ROWS PER STEEL BEAM SHEAR REACTION SCHEDULEREACTION SCHEDULEREACTION SCHEDULEREACTION SCHEDULE WIDE FLANGE BEAMWIDE FLANGE BEAMWIDE FLANGE BEAMWIDE FLANGE BEAM 2" M I N . 2" M I N . 2" M I N . 2" M I N . WIDE FLANGE GIRDERWIDE FLANGE GIRDERWIDE FLANGE GIRDERWIDE FLANGE GIRDER 1/2"1/2"1/2"1/2" WIDE FLANGE BEAMWIDE FLANGE BEAMWIDE FLANGE BEAMWIDE FLANGE BEAM TYPICAL BEAM TO BEAM SHEAR TYPICAL BEAM TO BEAM SHEAR TYPICAL BEAM TO BEAM SHEAR TYPICAL BEAM TO BEAM SHEAR CONNECTION, U.N.O.CONNECTION, U.N.O.CONNECTION, U.N.O.CONNECTION, U.N.O. PLATE AT BOTTOM FLANGES; WIDTH SIZED TO PLATE AT BOTTOM FLANGES; WIDTH SIZED TO PLATE AT BOTTOM FLANGES; WIDTH SIZED TO PLATE AT BOTTOM FLANGES; WIDTH SIZED TO ACCOMMODATE FILLET WELDS; THICKNESS TO BE ACCOMMODATE FILLET WELDS; THICKNESS TO BE ACCOMMODATE FILLET WELDS; THICKNESS TO BE ACCOMMODATE FILLET WELDS; THICKNESS TO BE MINIMUM 1.4 x BEAM FLANGE THICKNESS; MINIMUM 1.4 x BEAM FLANGE THICKNESS; MINIMUM 1.4 x BEAM FLANGE THICKNESS; MINIMUM 1.4 x BEAM FLANGE THICKNESS; OPTION FOR SINGLE PLATE ACROSS TOP FLANGES OPTION FOR SINGLE PLATE ACROSS TOP FLANGES OPTION FOR SINGLE PLATE ACROSS TOP FLANGES OPTION FOR SINGLE PLATE ACROSS TOP FLANGES IN LIEU OF CJP WELDSIN LIEU OF CJP WELDSIN LIEU OF CJP WELDSIN LIEU OF CJP WELDS CJP, TOP ANDCJP, TOP ANDCJP, TOP ANDCJP, TOP AND BOTTOMBOTTOMBOTTOMBOTTOM WIDE FLANGE BEAMWIDE FLANGE BEAMWIDE FLANGE BEAMWIDE FLANGE BEAM TYPICAL BEAM TO BEAM SHEAR TYPICAL BEAM TO BEAM SHEAR TYPICAL BEAM TO BEAM SHEAR TYPICAL BEAM TO BEAM SHEAR CONNECTION, U.N.O.CONNECTION, U.N.O.CONNECTION, U.N.O.CONNECTION, U.N.O. CJPCJPCJPCJP CJPCJPCJPCJP DEPTHDEPTHDEPTHDEPTH MATCH BEAMMATCH BEAMMATCH BEAMMATCH BEAM 1/16 LESS THAN 1/16 LESS THAN 1/16 LESS THAN 1/16 LESS THAN BEAM FLANGE BEAM FLANGE BEAM FLANGE BEAM FLANGE THICKNESSTHICKNESSTHICKNESSTHICKNESS AT GIRDER SAME DEPTH AS BEAMSAT GIRDER SAME DEPTH AS BEAMSAT GIRDER SAME DEPTH AS BEAMSAT GIRDER SAME DEPTH AS BEAMS AT GIRDER DEEPER THAN BEAMSAT GIRDER DEEPER THAN BEAMSAT GIRDER DEEPER THAN BEAMSAT GIRDER DEEPER THAN BEAMS 1/2" TYP.1/2" TYP.1/2" TYP.1/2" TYP. WIDE FLANGE BEAMWIDE FLANGE BEAMWIDE FLANGE BEAMWIDE FLANGE BEAM TYPICAL BEAM TO HSS COLUMN SHEAR TYPICAL BEAM TO HSS COLUMN SHEAR TYPICAL BEAM TO HSS COLUMN SHEAR TYPICAL BEAM TO HSS COLUMN SHEAR CONNECTION, U.N.O., CENTER ON BEAM DEPTHCONNECTION, U.N.O., CENTER ON BEAM DEPTHCONNECTION, U.N.O., CENTER ON BEAM DEPTHCONNECTION, U.N.O., CENTER ON BEAM DEPTH HSS OR PIPE COLUMNHSS OR PIPE COLUMNHSS OR PIPE COLUMNHSS OR PIPE COLUMN FULL PLATE AT TOP AND BOTTOM FLANGES; FULL PLATE AT TOP AND BOTTOM FLANGES; FULL PLATE AT TOP AND BOTTOM FLANGES; FULL PLATE AT TOP AND BOTTOM FLANGES; MATCH WIDTH OF BEAM; THICKNESS TO BE MATCH WIDTH OF BEAM; THICKNESS TO BE MATCH WIDTH OF BEAM; THICKNESS TO BE MATCH WIDTH OF BEAM; THICKNESS TO BE MINIMUM 1.4 x BEAM FLANGE THICKNESSMINIMUM 1.4 x BEAM FLANGE THICKNESSMINIMUM 1.4 x BEAM FLANGE THICKNESSMINIMUM 1.4 x BEAM FLANGE THICKNESS MATCHING PIECE OF COLUMNMATCHING PIECE OF COLUMNMATCHING PIECE OF COLUMNMATCHING PIECE OF COLUMN CJPCJPCJPCJP CJPCJPCJPCJP 1/4" CAP PLATE; CLIP CORNERS 1/4" CAP PLATE; CLIP CORNERS 1/4" CAP PLATE; CLIP CORNERS 1/4" CAP PLATE; CLIP CORNERS ON ROUND COLUMNSON ROUND COLUMNSON ROUND COLUMNSON ROUND COLUMNS HSS OR PIPE COLUMNHSS OR PIPE COLUMNHSS OR PIPE COLUMNHSS OR PIPE COLUMN 3/163/163/163/16 HSS OR PIPE HSS OR PIPE HSS OR PIPE HSS OR PIPE COLUMNCOLUMNCOLUMNCOLUMN 1/4" MIN.1/4" MIN.1/4" MIN.1/4" MIN. NOTE: TOP OF CAP PLATE TO ALIGN WITH TOP OF STEEL NOTE: TOP OF CAP PLATE TO ALIGN WITH TOP OF STEEL NOTE: TOP OF CAP PLATE TO ALIGN WITH TOP OF STEEL NOTE: TOP OF CAP PLATE TO ALIGN WITH TOP OF STEEL AND/OR DECK BEARING, UNLESS NOTED OTHERWISE.AND/OR DECK BEARING, UNLESS NOTED OTHERWISE.AND/OR DECK BEARING, UNLESS NOTED OTHERWISE.AND/OR DECK BEARING, UNLESS NOTED OTHERWISE. 1/4" TYP.1/4" TYP.1/4" TYP.1/4" TYP. WIDE FLANGE BEAMWIDE FLANGE BEAMWIDE FLANGE BEAMWIDE FLANGE BEAM 3/8" STIFFENER PLATE, EACH SIDE, 3/8" STIFFENER PLATE, EACH SIDE, 3/8" STIFFENER PLATE, EACH SIDE, 3/8" STIFFENER PLATE, EACH SIDE, UNLESS NOTED OTHERWISEUNLESS NOTED OTHERWISEUNLESS NOTED OTHERWISEUNLESS NOTED OTHERWISE 3/163/163/163/16 3 SIDES3 SIDES3 SIDES3 SIDES CHAMFER PLATE AROUND BEAM "k" CHAMFER PLATE AROUND BEAM "k" CHAMFER PLATE AROUND BEAM "k" CHAMFER PLATE AROUND BEAM "k" REGION, TYP.REGION, TYP.REGION, TYP.REGION, TYP. NOTE: SIMILAR DETAIL AT CONTINUITY PLATES. PLATES TO BE NOTE: SIMILAR DETAIL AT CONTINUITY PLATES. PLATES TO BE NOTE: SIMILAR DETAIL AT CONTINUITY PLATES. PLATES TO BE NOTE: SIMILAR DETAIL AT CONTINUITY PLATES. PLATES TO BE FULL WIDTH OF COLUMN. SEE APPLICABLE DETAILS FOR WELD FULL WIDTH OF COLUMN. SEE APPLICABLE DETAILS FOR WELD FULL WIDTH OF COLUMN. SEE APPLICABLE DETAILS FOR WELD FULL WIDTH OF COLUMN. SEE APPLICABLE DETAILS FOR WELD AND PLATE THICKNESS INFORMATIONAND PLATE THICKNESS INFORMATIONAND PLATE THICKNESS INFORMATIONAND PLATE THICKNESS INFORMATION EXISTING PEMB FRAME BEAM.EXISTING PEMB FRAME BEAM.EXISTING PEMB FRAME BEAM.EXISTING PEMB FRAME BEAM. 5X5X1/4 PLATE, TYP.5X5X1/4 PLATE, TYP.5X5X1/4 PLATE, TYP.5X5X1/4 PLATE, TYP. CHAMFER PLATE AROUND CHAMFER PLATE AROUND CHAMFER PLATE AROUND CHAMFER PLATE AROUND BEAM "k" REGION, TYP.BEAM "k" REGION, TYP.BEAM "k" REGION, TYP.BEAM "k" REGION, TYP. L3X3X1/4 KICKER BRACE.L3X3X1/4 KICKER BRACE.L3X3X1/4 KICKER BRACE.L3X3X1/4 KICKER BRACE. EXISTING CFM ZEXISTING CFM ZEXISTING CFM ZEXISTING CFM Z----PURLINPURLINPURLINPURLIN 3/163/163/163/16 2222 NOTE: ANGLE KICKERS ARE NOTED ON PLAN AS .NOTE: ANGLE KICKERS ARE NOTED ON PLAN AS .NOTE: ANGLE KICKERS ARE NOTED ON PLAN AS .NOTE: ANGLE KICKERS ARE NOTED ON PLAN AS . 2 5.0 ° 25 . 0 ° 25 .0 ° 2 5.0 ° ADD SOLID BLOCKINGADD SOLID BLOCKINGADD SOLID BLOCKINGADD SOLID BLOCKING IN DECKIN DECKIN DECKIN DECK HANGINGHANGINGHANGINGHANGING LOADLOADLOADLOAD ROOF TOP UNITROOF TOP UNITROOF TOP UNITROOF TOP UNIT LOAD OVER 300 LOAD OVER 300 LOAD OVER 300 LOAD OVER 300 LBSLBSLBSLBS TYPICALTYPICALTYPICALTYPICAL TOP & BOTTOP & BOTTOP & BOTTOP & BOT 1/81/81/81/8 ADD L1 1/2x1 1/2x1/8 SUPPORTADD L1 1/2x1 1/2x1/8 SUPPORTADD L1 1/2x1 1/2x1/8 SUPPORTADD L1 1/2x1 1/2x1/8 SUPPORT FROM CONCENTRATED LOAD TOFROM CONCENTRATED LOAD TOFROM CONCENTRATED LOAD TOFROM CONCENTRATED LOAD TO JOIST BOTTOM CHORD PANEL POINTJOIST BOTTOM CHORD PANEL POINTJOIST BOTTOM CHORD PANEL POINTJOIST BOTTOM CHORD PANEL POINT ADD L1 1/2x1 1/2x1/8 AT ALLADD L1 1/2x1 1/2x1/8 AT ALLADD L1 1/2x1 1/2x1/8 AT ALLADD L1 1/2x1 1/2x1/8 AT ALL HANGING LOADS NOT ATHANGING LOADS NOT ATHANGING LOADS NOT ATHANGING LOADS NOT AT BOTTOM CHORD PANEL POINTSBOTTOM CHORD PANEL POINTSBOTTOM CHORD PANEL POINTSBOTTOM CHORD PANEL POINTS 3" C L E A R 3" C L E A R 3" C L E A R 3" C L E A R FOOTING SIZE AND REINFORCING AS FOOTING SIZE AND REINFORCING AS FOOTING SIZE AND REINFORCING AS FOOTING SIZE AND REINFORCING AS INDICATED ON PLANINDICATED ON PLANINDICATED ON PLANINDICATED ON PLAN TOP REINFORCING, IF REQUIREDTOP REINFORCING, IF REQUIREDTOP REINFORCING, IF REQUIREDTOP REINFORCING, IF REQUIRED (8)#6 PIER DOWELS WITH 90° HOOK AT BOTTOM(8)#6 PIER DOWELS WITH 90° HOOK AT BOTTOM(8)#6 PIER DOWELS WITH 90° HOOK AT BOTTOM(8)#6 PIER DOWELS WITH 90° HOOK AT BOTTOM PIER STIRRUPS @ 12" o/c, (3) @ 3" o/c AT TOPPIER STIRRUPS @ 12" o/c, (3) @ 3" o/c AT TOPPIER STIRRUPS @ 12" o/c, (3) @ 3" o/c AT TOPPIER STIRRUPS @ 12" o/c, (3) @ 3" o/c AT TOP SEE TYPICAL DETAIL OF COLUMN ANCHOR SEE TYPICAL DETAIL OF COLUMN ANCHOR SEE TYPICAL DETAIL OF COLUMN ANCHOR SEE TYPICAL DETAIL OF COLUMN ANCHOR BOLTS AND BASEPLATE DETAILSBOLTS AND BASEPLATE DETAILSBOLTS AND BASEPLATE DETAILSBOLTS AND BASEPLATE DETAILS OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IIIITTTT IIIISSSS AAAA VVVVIIIIOOOOLLLLAAAATTTTIIIIOOOONNNN OOOOFFFF LLLLAAAAWWWW FFFFOOOORRRR AAAANNNNYYYY PPPPEEEERRRRSSSSOOOONNNN,,,, UUUUNNNNLLLLEEEESSSSSSSS TTTTHHHHEEEEYYYY AAAARRRREEEE AAAACCCCTTTTIIIINNNNGGGG UUUUNNNNDDDDEEEERRRR TTTTHHHHEEEE DDDDIIIIRRRREEEECCCCTTTT DDDDIIIIRRRREEEECCCCTTTTIIIIOOOONNNN OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR,,,, TTTTOOOO AAAALLLLTTTTEEEERRRR AAAANNNN IIIITTTTEEEEMMMM IIIINNNN AAAANNNNYYYY WWWWAAAAYYYY.... IIIIFFFF AAAANNNN IIIITTTTEEEEMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG TTTTHHHHEEEE SSSSTTTTAAAAMMMMPPPP OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL IIIISSSS AAAALLLLTTTTEEEERRRREEEEDDDD,,,, TTTTHHHHEEEE AAAALLLLTTTTEEEERRRRIIIINNNNGGGG EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR SSSSHHHHAAAALLLLLLLL SSSSTTTTAAAAMMMMPPPP TTTTHHHHEEEE DDDDOOOOCCCCUUUUMMMMEEEENNNNTTTT AAAANNNNDDDD IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHEEEE NNNNOOOOTTTTAAAATTTTIIIIOOOONNNN """"AAAALLLLTTTTEEEERRRREEEEDDDD BBBBYYYY"""" FFFFOOOOLLLLLLLLOOOOWWWWEEEEDDDD BBBBYYYY TTTTHHHHEEEEIIIIRRRR SSSSIIIIGGGGNNNNAAAATTTTUUUURRRREEEE,,,, TTTTHHHHEEEE DDDDAAAATTTTEEEE OOOOFFFF SSSSUUUUCCCCHHHH AAAALLLLTTTTEEEERRRRAAAATTTTIIIIOOOONNNN,,,, AAAANNNNDDDD AAAA SSSSPPPPEEEECCCCIIIIFFFFIIIICCCC DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN OOOOFFFF THE ALTERATION.THE ALTERATION.THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T SO U T H B U R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors As indicated KCM KCM CEP 03/01/2024 STANDARD DETAILS S-002 PERMIT SET SCALE:SCALE:SCALE:SCALE:1/2" = 1'1/2" = 1'1/2" = 1'1/2" = 1'----0"0"0"0" TYPICAL DETAIL OF EXTERIORTYPICAL DETAIL OF EXTERIORTYPICAL DETAIL OF EXTERIORTYPICAL DETAIL OF EXTERIOR ENTRY FOUNDATIONENTRY FOUNDATIONENTRY FOUNDATIONENTRY FOUNDATION SCALE:SCALE:SCALE:SCALE: 1/2" = 1'1/2" = 1'1/2" = 1'1/2" = 1'----0"0"0"0" TYPICAL DETAIL AT WALLTYPICAL DETAIL AT WALLTYPICAL DETAIL AT WALLTYPICAL DETAIL AT WALL CORNER: SINGLE LAYER OFCORNER: SINGLE LAYER OFCORNER: SINGLE LAYER OFCORNER: SINGLE LAYER OF REINFORCINGREINFORCINGREINFORCINGREINFORCING SCALE:SCALE:SCALE:SCALE: 1/2" = 1'1/2" = 1'1/2" = 1'1/2" = 1'----0"0"0"0" TYPICAL DETAIL ATTYPICAL DETAIL ATTYPICAL DETAIL ATTYPICAL DETAIL AT CONNECTION OF NEWCONNECTION OF NEWCONNECTION OF NEWCONNECTION OF NEW FOUNDATION WALL TO EXISTINGFOUNDATION WALL TO EXISTINGFOUNDATION WALL TO EXISTINGFOUNDATION WALL TO EXISTING SCALE:SCALE:SCALE:SCALE: 1/2" = 1'1/2" = 1'1/2" = 1'1/2" = 1'----0"0"0"0" TYPICAL DETAIL OFTYPICAL DETAIL OFTYPICAL DETAIL OFTYPICAL DETAIL OF REINFORCING AT CONCRETEREINFORCING AT CONCRETEREINFORCING AT CONCRETEREINFORCING AT CONCRETE WALL OPENINGSWALL OPENINGSWALL OPENINGSWALL OPENINGS SCALE:SCALE:SCALE:SCALE: 1/2" = 1'1/2" = 1'1/2" = 1'1/2" = 1'----0"0"0"0" TYPICAL DETAIL AT HOUSEKEEPING PADSTYPICAL DETAIL AT HOUSEKEEPING PADSTYPICAL DETAIL AT HOUSEKEEPING PADSTYPICAL DETAIL AT HOUSEKEEPING PADS SCALE:SCALE:SCALE:SCALE: 3/4" = 1'3/4" = 1'3/4" = 1'3/4" = 1'----0"0"0"0" TYPICAL DETAIL OF BEAM TOTYPICAL DETAIL OF BEAM TOTYPICAL DETAIL OF BEAM TOTYPICAL DETAIL OF BEAM TO BEAM SHEAR CONNECTIONBEAM SHEAR CONNECTIONBEAM SHEAR CONNECTIONBEAM SHEAR CONNECTION SCALE:SCALE:SCALE:SCALE:3/4" = 1'3/4" = 1'3/4" = 1'3/4" = 1'----0"0"0"0" TYPICAL DETAIL OF BEAM TO BEAM MOMENT CONNECTIONTYPICAL DETAIL OF BEAM TO BEAM MOMENT CONNECTIONTYPICAL DETAIL OF BEAM TO BEAM MOMENT CONNECTIONTYPICAL DETAIL OF BEAM TO BEAM MOMENT CONNECTION SCALE:SCALE:SCALE:SCALE: 3/4" = 1'3/4" = 1'3/4" = 1'3/4" = 1'----0"0"0"0" TYPICAL DETAIL OF JOISTTYPICAL DETAIL OF JOISTTYPICAL DETAIL OF JOISTTYPICAL DETAIL OF JOIST REINFORCING FORREINFORCING FORREINFORCING FORREINFORCING FOR CONCENTRATED/ MECHANICALCONCENTRATED/ MECHANICALCONCENTRATED/ MECHANICALCONCENTRATED/ MECHANICAL LOADSLOADSLOADSLOADS SCALE:SCALE:SCALE:SCALE:3/4" = 1'3/4" = 1'3/4" = 1'3/4" = 1'----0"0"0"0" TYPICAL DETAIL OF BEAM TOTYPICAL DETAIL OF BEAM TOTYPICAL DETAIL OF BEAM TOTYPICAL DETAIL OF BEAM TO HSS OR PIPE COLUMN MOMENTHSS OR PIPE COLUMN MOMENTHSS OR PIPE COLUMN MOMENTHSS OR PIPE COLUMN MOMENT CONNECTIONCONNECTIONCONNECTIONCONNECTION SCALE:SCALE:SCALE:SCALE: 3/4" = 1'3/4" = 1'3/4" = 1'3/4" = 1'----0"0"0"0" TYPICAL DETAIL OF COLUMN CAP PLATETYPICAL DETAIL OF COLUMN CAP PLATETYPICAL DETAIL OF COLUMN CAP PLATETYPICAL DETAIL OF COLUMN CAP PLATE SCALE:SCALE:SCALE:SCALE:3/4" = 1'3/4" = 1'3/4" = 1'3/4" = 1'----0"0"0"0" TYPICAL DETAIL OF STIFFENERTYPICAL DETAIL OF STIFFENERTYPICAL DETAIL OF STIFFENERTYPICAL DETAIL OF STIFFENER AND CONTINUITY PLATESAND CONTINUITY PLATESAND CONTINUITY PLATESAND CONTINUITY PLATES SCALE:SCALE:SCALE:SCALE: 3/4" = 1'3/4" = 1'3/4" = 1'3/4" = 1'----0"0"0"0" TYPICAL DETAIL OF ANGLE KICKERTYPICAL DETAIL OF ANGLE KICKERTYPICAL DETAIL OF ANGLE KICKERTYPICAL DETAIL OF ANGLE KICKER NO. DATE DESCRIPTION SCALE:SCALE:SCALE:SCALE:1/2" = 1'1/2" = 1'1/2" = 1'1/2" = 1'----0"0"0"0" TYPICAL FOOTING AND PIER SECTIONTYPICAL FOOTING AND PIER SECTIONTYPICAL FOOTING AND PIER SECTIONTYPICAL FOOTING AND PIER SECTION UP 1111 AAAA BBBBBBBB CCCC DDDD EEEE FFFF GGGG HHHH IIII 2222 3333 4444 5555 6666 7777 8888 9999 10101010 11111111 12121212 13131313 14141414 238'-4 1/2"238'-4 1/2"238'-4 1/2"238'-4 1/2" 10'-1"10'-1"10'-1"10'-1" 15151515 16161616 1' - 2 " 1' - 2 " 1' - 2 " 1' - 2 " 1'-2"1'-2"1'-2"1'-2" C.1C.1C.1C.1 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 9' - 4 " 9' - 4 " 9' - 4 " 9' - 4 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 9' - 4 " 9' - 4 " 9' - 4 " 9' - 4 " 18'-6"18'-6"18'-6"18'-6"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"19'-0"19'-0"19'-0"19'-0" 10 1/2"10 1/2"10 1/2"10 1/2" 13 8 ' - 8 " 13 8 ' - 8 " 13 8 ' - 8 " 13 8 ' - 8 " A.1A.1A.1A.1 11 ' - 1 0 " 11 ' - 1 0 " 11 ' - 1 0 " 11 ' - 1 0 " 17 ' - 7 " 17 ' - 7 " 17 ' - 7 " 17 ' - 7 " 3'-3"3'-3"3'-3"3'-3" 6'-4"6'-4"6'-4"6'-4" 1' - 2 " 1' - 2 " 1' - 2 " 1' - 2 " NEW HSS5X5X3/8 NEW HSS5X5X3/8 NEW HSS5X5X3/8 NEW HSS5X5X3/8 TENSION/COMPRESSION TENSION/COMPRESSION TENSION/COMPRESSION TENSION/COMPRESSION BRACE.BRACE.BRACE.BRACE. RECONSTITUTE SLAB WHERE DEMOLISHED RECONSTITUTE SLAB WHERE DEMOLISHED RECONSTITUTE SLAB WHERE DEMOLISHED RECONSTITUTE SLAB WHERE DEMOLISHED FOR SUBFOR SUBFOR SUBFOR SUB----SLAB PLUMBING. NEW SECTION SLAB PLUMBING. NEW SECTION SLAB PLUMBING. NEW SECTION SLAB PLUMBING. NEW SECTION OF SLAB TO BE 4" THICK REINFORCED OF SLAB TO BE 4" THICK REINFORCED OF SLAB TO BE 4" THICK REINFORCED OF SLAB TO BE 4" THICK REINFORCED WITH #4 BARS @ 16"o/c. PROVIDE WITH #4 BARS @ 16"o/c. PROVIDE WITH #4 BARS @ 16"o/c. PROVIDE WITH #4 BARS @ 16"o/c. PROVIDE 1'1'1'1'----6" LONG DOWELS INTO END OF 6" LONG DOWELS INTO END OF 6" LONG DOWELS INTO END OF 6" LONG DOWELS INTO END OF REMAINING EXISTING SLAB @ 32"o/c. REMAINING EXISTING SLAB @ 32"o/c. REMAINING EXISTING SLAB @ 32"o/c. REMAINING EXISTING SLAB @ 32"o/c. DRILL INTO EXISTING CONCRETE W/ MIN DRILL INTO EXISTING CONCRETE W/ MIN DRILL INTO EXISTING CONCRETE W/ MIN DRILL INTO EXISTING CONCRETE W/ MIN 4½" EMBEDMENT. ANCHOR USING HILTI 4½" EMBEDMENT. ANCHOR USING HILTI 4½" EMBEDMENT. ANCHOR USING HILTI 4½" EMBEDMENT. ANCHOR USING HILTI HITHITHITHIT----HY 200 ADHESIVE.HY 200 ADHESIVE.HY 200 ADHESIVE.HY 200 ADHESIVE. 6'-1"6'-1"6'-1"6'-1" 20'-0"20'-0"20'-0"20'-0" 7'-2"7'-2"7'-2"7'-2" 18 ' - 8 1 / 2 " 18 ' - 8 1 / 2 " 18 ' - 8 1 / 2 " 18 ' - 8 1 / 2 " MIN 1600S300MIN 1600S300MIN 1600S300MIN 1600S300----97 FULL HEIGHT 97 FULL HEIGHT 97 FULL HEIGHT 97 FULL HEIGHT CFM STUDS @ 16"o/c (TYP).CFM STUDS @ 16"o/c (TYP).CFM STUDS @ 16"o/c (TYP).CFM STUDS @ 16"o/c (TYP). 1111 SSSS----300300300300HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/416" SQ. PIER. SEE TYPICAL 16" SQ. PIER. SEE TYPICAL 16" SQ. PIER. SEE TYPICAL 16" SQ. PIER. SEE TYPICAL DETAILS FOR REINFORCING DETAILS FOR REINFORCING DETAILS FOR REINFORCING DETAILS FOR REINFORCING (TYP FOR 6). (TYP FOR 6). (TYP FOR 6). (TYP FOR 6). 3'3'3'3'----0" SQ. X 1'0" SQ. X 1'0" SQ. X 1'0" SQ. X 1'----0" THICK 0" THICK 0" THICK 0" THICK SPREAD FOOTING. REINFORCE SPREAD FOOTING. REINFORCE SPREAD FOOTING. REINFORCE SPREAD FOOTING. REINFORCE WITH (4)#5 BARS, TOP AND WITH (4)#5 BARS, TOP AND WITH (4)#5 BARS, TOP AND WITH (4)#5 BARS, TOP AND BOTTOM (TYP FOR 6).BOTTOM (TYP FOR 6).BOTTOM (TYP FOR 6).BOTTOM (TYP FOR 6). SEE TYPICAL DETAIL OF SEE TYPICAL DETAIL OF SEE TYPICAL DETAIL OF SEE TYPICAL DETAIL OF EXTERIOR ENTRY EXTERIOR ENTRY EXTERIOR ENTRY EXTERIOR ENTRY FOUNDATION (TYP).FOUNDATION (TYP).FOUNDATION (TYP).FOUNDATION (TYP). REVIEW REVIEW REVIEW REVIEW CONFLICTCONFLICTCONFLICTCONFLICT 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 6'-0"6'-0"6'-0"6'-0" 6'-0"6'-0"6'-0"6'-0"5'-0"5'-0"5'-0"5'-0" 11 1/4"11 1/4"11 1/4"11 1/4" 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 1'-0"1'-0"1'-0"1'-0"5'-0"5'-0"5'-0"5'-0" 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 5'-0"5'-0"5'-0"5'-0" 1'-0"1'-0"1'-0"1'-0" 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 3'-5"3'-5"3'-5"3'-5" 5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0" 4'-10 1/4"4'-10 1/4"4'-10 1/4"4'-10 1/4" 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " PROJECT NORTH TRUE NORTH OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IIIITTTT IIIISSSS AAAA VVVVIIIIOOOOLLLLAAAATTTTIIIIOOOONNNN OOOOFFFF LLLLAAAAWWWW FFFFOOOORRRR AAAANNNNYYYY PPPPEEEERRRRSSSSOOOONNNN,,,, UUUUNNNNLLLLEEEESSSSSSSS TTTTHHHHEEEEYYYY AAAARRRREEEE AAAACCCCTTTTIIIINNNNGGGG UUUUNNNNDDDDEEEERRRR TTTTHHHHEEEE DDDDIIIIRRRREEEECCCCTTTT DDDDIIIIRRRREEEECCCCTTTTIIIIOOOONNNN OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR,,,, TTTTOOOO AAAALLLLTTTTEEEERRRR AAAANNNN IIIITTTTEEEEMMMM IIIINNNN AAAANNNNYYYY WWWWAAAAYYYY.... IIIIFFFF AAAANNNN IIIITTTTEEEEMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG TTTTHHHHEEEE SSSSTTTTAAAAMMMMPPPP OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL IIIISSSS AAAALLLLTTTTEEEERRRREEEEDDDD,,,, TTTTHHHHEEEE AAAALLLLTTTTEEEERRRRIIIINNNNGGGG EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR SSSSHHHHAAAALLLLLLLL SSSSTTTTAAAAMMMMPPPP TTTTHHHHEEEE DDDDOOOOCCCCUUUUMMMMEEEENNNNTTTT AAAANNNNDDDD IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHEEEE NNNNOOOOTTTTAAAATTTTIIIIOOOONNNN """"AAAALLLLTTTTEEEERRRREEEEDDDD BBBBYYYY"""" FFFFOOOOLLLLLLLLOOOOWWWWEEEEDDDD BBBBYYYY TTTTHHHHEEEEIIIIRRRR SSSSIIIIGGGGNNNNAAAATTTTUUUURRRREEEE,,,, TTTTHHHHEEEE DDDDAAAATTTTEEEE OOOOFFFF SSSSUUUUCCCCHHHH AAAALLLLTTTTEEEERRRRAAAATTTTIIIIOOOONNNN,,,, AAAANNNNDDDD AAAA SSSSPPPPEEEECCCCIIIIFFFFIIIICCCC DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN OOOOFFFF THE ALTERATION.THE ALTERATION.THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T SO U T H B U R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 1/8" = 1'-0" KCM KCM CEP 03/01/2024 FOUNDATION PLAN S-100 PERMIT SET SCALE:SCALE:SCALE:SCALE:1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" FOUNDATION PLANFOUNDATION PLANFOUNDATION PLANFOUNDATION PLAN NO. DATE DESCRIPTION UP 1111 AAAA 2,057 SF MEZZANINE 200 434 SF MECHANICAL 201 BBBB CCCC DDDD EEEE FFFF GGGG HHHH IIII 2222 3333 4444 5555 6666 7777 8888 9999 10101010 11111111 12121212 13131313 14141414 EX I S T . C 1 2 EX I S T . C 1 2 EX I S T . C 1 2 EX I S T . C 1 2 EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12 EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12 EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12 EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12EXIST. W12 EXIST. W12EXIST. W12EXIST. W12EXIST. W12 ver mez girdersver mez girdersver mez girdersver mez girders 15151515 16161616 C.1C.1C.1C.1 A.1A.1A.1A.1 1111 SSSS----300300300300 DEMOLISH EXISTING PIPE BRACE DEMOLISH EXISTING PIPE BRACE DEMOLISH EXISTING PIPE BRACE DEMOLISH EXISTING PIPE BRACE STRUT AT ELEVATION 13'STRUT AT ELEVATION 13'STRUT AT ELEVATION 13'STRUT AT ELEVATION 13'----6"± 6"± 6"± 6"± FROM TOP OF SLAB AND FROM TOP OF SLAB AND FROM TOP OF SLAB AND FROM TOP OF SLAB AND REPLACE WITH NEW WIDEREPLACE WITH NEW WIDEREPLACE WITH NEW WIDEREPLACE WITH NEW WIDE---- FLANGE BEAM AS INDICATED.FLANGE BEAM AS INDICATED.FLANGE BEAM AS INDICATED.FLANGE BEAM AS INDICATED. DEMOLISH EXISTING PIPE BRACE DEMOLISH EXISTING PIPE BRACE DEMOLISH EXISTING PIPE BRACE DEMOLISH EXISTING PIPE BRACE STRUT AT ELEVATION 13'STRUT AT ELEVATION 13'STRUT AT ELEVATION 13'STRUT AT ELEVATION 13'----6"± 6"± 6"± 6"± FROM TOP OF SLAB AND FROM TOP OF SLAB AND FROM TOP OF SLAB AND FROM TOP OF SLAB AND REPLACE WITH NEW TUBE STEEL REPLACE WITH NEW TUBE STEEL REPLACE WITH NEW TUBE STEEL REPLACE WITH NEW TUBE STEEL BEAM AS INDICATED.BEAM AS INDICATED.BEAM AS INDICATED.BEAM AS INDICATED. HSS10X10X1/4HSS10X10X1/4HSS10X10X1/4HSS10X10X1/4 HSS10X10X1/4HSS10X10X1/4HSS10X10X1/4HSS10X10X1/4 HSS10X10X1/4HSS10X10X1/4HSS10X10X1/4HSS10X10X1/4 HSS10X10X1/4HSS10X10X1/4HSS10X10X1/4HSS10X10X1/4 HSS10X10X1/4HSS10X10X1/4HSS10X10X1/4HSS10X10X1/4 HSS10X10X1/4HSS10X10X1/4HSS10X10X1/4HSS10X10X1/4 L2X2X¼ HORIZONTAL L2X2X¼ HORIZONTAL L2X2X¼ HORIZONTAL L2X2X¼ HORIZONTAL COLUMN FLANGE COLUMN FLANGE COLUMN FLANGE COLUMN FLANGE BRACES (TYP).BRACES (TYP).BRACES (TYP).BRACES (TYP). 18'-6"18'-6"18'-6"18'-6"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"19'-0"19'-0"19'-0"19'-0" 10 1/2"10 1/2"10 1/2"10 1/2" W10X22W10X22W10X22W10X22 W10X22W10X22W10X22W10X22 W10X22W10X22W10X22W10X22 W10X22W10X22W10X22W10X22 W1 0 X 2 2 W1 0 X 2 2 W1 0 X 2 2 W1 0 X 2 2 W1 0 X 2 2 W1 0 X 2 2 W1 0 X 2 2 W1 0 X 2 2 W1 0 X 2 2 W1 0 X 2 2 W1 0 X 2 2 W1 0 X 2 2 W1 0 X 2 2 W1 0 X 2 2 W1 0 X 2 2 W1 0 X 2 2 W10X22W10X22W10X22W10X22 FIELD WELDED MOMENT FIELD WELDED MOMENT FIELD WELDED MOMENT FIELD WELDED MOMENT CONNECTION. SEE CONNECTION. SEE CONNECTION. SEE CONNECTION. SEE TYPICAL DETAILS.TYPICAL DETAILS.TYPICAL DETAILS.TYPICAL DETAILS. 20GA 1½" TYPE B, 20GA 1½" TYPE B, 20GA 1½" TYPE B, 20GA 1½" TYPE B, GRADE 50 GALVANIZED GRADE 50 GALVANIZED GRADE 50 GALVANIZED GRADE 50 GALVANIZED STEEL ROOF DECK.STEEL ROOF DECK.STEEL ROOF DECK.STEEL ROOF DECK. C1 0 X 1 5 . 3 C1 0 X 1 5 . 3 C1 0 X 1 5 . 3 C1 0 X 1 5 . 3 C1 0 X 1 5 . 3 C1 0 X 1 5 . 3 C1 0 X 1 5 . 3 C1 0 X 1 5 . 3 MIN 600S162MIN 600S162MIN 600S162MIN 600S162----43 43 43 43 CFM INFILL JOISTS CFM INFILL JOISTS CFM INFILL JOISTS CFM INFILL JOISTS @ 12" o/c.@ 12" o/c.@ 12" o/c.@ 12" o/c. DESIG CANOPYDESIG CANOPYDESIG CANOPYDESIG CANOPY EXIST. 16H5 JOISTSEXIST. 16H5 JOISTSEXIST. 16H5 JOISTSEXIST. 16H5 JOISTS MIN 800S162MIN 800S162MIN 800S162MIN 800S162----54 CFM 54 CFM 54 CFM 54 CFM CEILING JOISTS @ 16"o/cCEILING JOISTS @ 16"o/cCEILING JOISTS @ 16"o/cCEILING JOISTS @ 16"o/c 3'-3"3'-3"3'-3"3'-3" 6'-4"6'-4"6'-4"6'-4" 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 9' - 4 " 9' - 4 " 9' - 4 " 9' - 4 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 9' - 4 " 9' - 4 " 9' - 4 " 9' - 4 " 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 9' - 4 " 9' - 4 " 9' - 4 " 9' - 4 " 17 ' - 7 " 17 ' - 7 " 17 ' - 7 " 17 ' - 7 " PROJECT NORTH TRUE NORTH OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IIIITTTT IIIISSSS AAAA VVVVIIIIOOOOLLLLAAAATTTTIIIIOOOONNNN OOOOFFFF LLLLAAAAWWWW FFFFOOOORRRR AAAANNNNYYYY PPPPEEEERRRRSSSSOOOONNNN,,,, UUUUNNNNLLLLEEEESSSSSSSS TTTTHHHHEEEEYYYY AAAARRRREEEE AAAACCCCTTTTIIIINNNNGGGG UUUUNNNNDDDDEEEERRRR TTTTHHHHEEEE DDDDIIIIRRRREEEECCCCTTTT DDDDIIIIRRRREEEECCCCTTTTIIIIOOOONNNN OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR,,,, TTTTOOOO AAAALLLLTTTTEEEERRRR AAAANNNN IIIITTTTEEEEMMMM IIIINNNN AAAANNNNYYYY WWWWAAAAYYYY.... IIIIFFFF AAAANNNN IIIITTTTEEEEMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG TTTTHHHHEEEE SSSSTTTTAAAAMMMMPPPP OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL IIIISSSS AAAALLLLTTTTEEEERRRREEEEDDDD,,,, TTTTHHHHEEEE AAAALLLLTTTTEEEERRRRIIIINNNNGGGG EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR SSSSHHHHAAAALLLLLLLL SSSSTTTTAAAAMMMMPPPP TTTTHHHHEEEE DDDDOOOOCCCCUUUUMMMMEEEENNNNTTTT AAAANNNNDDDD IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHEEEE NNNNOOOOTTTTAAAATTTTIIIIOOOONNNN """"AAAALLLLTTTTEEEERRRREEEEDDDD BBBBYYYY"""" FFFFOOOOLLLLLLLLOOOOWWWWEEEEDDDD BBBBYYYY TTTTHHHHEEEEIIIIRRRR SSSSIIIIGGGGNNNNAAAATTTTUUUURRRREEEE,,,, TTTTHHHHEEEE DDDDAAAATTTTEEEE OOOOFFFF SSSSUUUUCCCCHHHH AAAALLLLTTTTEEEERRRRAAAATTTTIIIIOOOONNNN,,,, AAAANNNNDDDD AAAA SSSSPPPPEEEECCCCIIIIFFFFIIIICCCC DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN OOOOFFFF THE ALTERATION.THE ALTERATION.THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T SO U T H B U R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 1/8" = 1'-0" KCM KCM CEP 03/01/2024 MEZZANINE FRAMING PLAN S-101 PERMIT SET SCALE:SCALE:SCALE:SCALE: 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" MEZZANINE FRAMING PLANMEZZANINE FRAMING PLANMEZZANINE FRAMING PLANMEZZANINE FRAMING PLAN NO. DATE DESCRIPTION 1111 AAAA BBBB CCCC DDDD EEEE FFFF GGGG HHHH IIII 2222 3333 4444 5555 6666 7777 8888 9999 10101010 11111111 12121212 13131313 14141414 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 9' - 4 " 9' - 4 " 9' - 4 " 9' - 4 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 9' - 4 " 9' - 4 " 9' - 4 " 9' - 4 " 18'-6"18'-6"18'-6"18'-6"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"19'-0"19'-0"19'-0"19'-0" 10 1/2"10 1/2"10 1/2"10 1/2" 1111 SSSS----300300300300 EXISTING PEMB FRAME.EXISTING PEMB FRAME.EXISTING PEMB FRAME.EXISTING PEMB FRAME. EXISTING 8" CFM ZEXISTING 8" CFM ZEXISTING 8" CFM ZEXISTING 8" CFM Z----PURLIN.PURLIN.PURLIN.PURLIN. PROJECT NORTH TRUE NORTH OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IIIITTTT IIIISSSS AAAA VVVVIIIIOOOOLLLLAAAATTTTIIIIOOOONNNN OOOOFFFF LLLLAAAAWWWW FFFFOOOORRRR AAAANNNNYYYY PPPPEEEERRRRSSSSOOOONNNN,,,, UUUUNNNNLLLLEEEESSSSSSSS TTTTHHHHEEEEYYYY AAAARRRREEEE AAAACCCCTTTTIIIINNNNGGGG UUUUNNNNDDDDEEEERRRR TTTTHHHHEEEE DDDDIIIIRRRREEEECCCCTTTT DDDDIIIIRRRREEEECCCCTTTTIIIIOOOONNNN OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR,,,, TTTTOOOO AAAALLLLTTTTEEEERRRR AAAANNNN IIIITTTTEEEEMMMM IIIINNNN AAAANNNNYYYY WWWWAAAAYYYY.... IIIIFFFF AAAANNNN IIIITTTTEEEEMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG TTTTHHHHEEEE SSSSTTTTAAAAMMMMPPPP OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL IIIISSSS AAAALLLLTTTTEEEERRRREEEEDDDD,,,, TTTTHHHHEEEE AAAALLLLTTTTEEEERRRRIIIINNNNGGGG EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR SSSSHHHHAAAALLLLLLLL SSSSTTTTAAAAMMMMPPPP TTTTHHHHEEEE DDDDOOOOCCCCUUUUMMMMEEEENNNNTTTT AAAANNNNDDDD IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHEEEE NNNNOOOOTTTTAAAATTTTIIIIOOOONNNN """"AAAALLLLTTTTEEEERRRREEEEDDDD BBBBYYYY"""" FFFFOOOOLLLLLLLLOOOOWWWWEEEEDDDD BBBBYYYY TTTTHHHHEEEEIIIIRRRR SSSSIIIIGGGGNNNNAAAATTTTUUUURRRREEEE,,,, TTTTHHHHEEEE DDDDAAAATTTTEEEE OOOOFFFF SSSSUUUUCCCCHHHH AAAALLLLTTTTEEEERRRRAAAATTTTIIIIOOOONNNN,,,, AAAANNNNDDDD AAAA SSSSPPPPEEEECCCCIIIIFFFFIIIICCCC DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN OOOOFFFF THE ALTERATION.THE ALTERATION.THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T SO U T H B U R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 1/8" = 1'-0" KCM KCM CEP 03/01/2024 ROOF FRAMING PLAN S-102 PERMIT SET SCALE:SCALE:SCALE:SCALE: 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ROOF FRAMING PLANROOF FRAMING PLANROOF FRAMING PLANROOF FRAMING PLAN NO. DATE DESCRIPTION GROUND LEVELGROUND LEVELGROUND LEVELGROUND LEVEL EL. 0'EL. 0'EL. 0'EL. 0'----0"0"0"0" 1111 MEZZANINE MEZZANINE MEZZANINE MEZZANINE ----T0PT0PT0PT0P OF SLABOF SLABOF SLABOF SLAB EL. 14'EL. 14'EL. 14'EL. 14'----6"6"6"6" ROOF ROOF ROOF ROOF ----TOP OFTOP OFTOP OFTOP OF FRAMEFRAMEFRAMEFRAME EL. 39'EL. 39'EL. 39'EL. 39'----3"3"3"3" 2222 3333 4444 5555 6666 7777 8888 9999 10101010 11111111 12121212 13131313 14141414 MIN 600S162MIN 600S162MIN 600S162MIN 600S162----43 43 43 43 CFM WINDOW JAMBS CFM WINDOW JAMBS CFM WINDOW JAMBS CFM WINDOW JAMBS AND SILLS (TYP).AND SILLS (TYP).AND SILLS (TYP).AND SILLS (TYP). MIN 800S200MIN 800S200MIN 800S200MIN 800S200----54 54 54 54 HEADER (TYP).HEADER (TYP).HEADER (TYP).HEADER (TYP). DEMOLISH SECTION OF DEMOLISH SECTION OF DEMOLISH SECTION OF DEMOLISH SECTION OF EXISTING GIRT AT NEW EXISTING GIRT AT NEW EXISTING GIRT AT NEW EXISTING GIRT AT NEW O.H. DOOR (TYP).O.H. DOOR (TYP).O.H. DOOR (TYP).O.H. DOOR (TYP). MIN 800S300MIN 800S300MIN 800S300MIN 800S300----68 68 68 68 CFM JAMBS (TYP AT CFM JAMBS (TYP AT CFM JAMBS (TYP AT CFM JAMBS (TYP AT NEW O.H. DOORS).NEW O.H. DOORS).NEW O.H. DOORS).NEW O.H. DOORS). 18'-6"18'-6"18'-6"18'-6"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"19'-0"19'-0"19'-0"19'-0" 10 1/2"10 1/2"10 1/2"10 1/2" GROUND LEVELGROUND LEVELGROUND LEVELGROUND LEVEL EL. 0'EL. 0'EL. 0'EL. 0'----0"0"0"0" 1111 MEZZANINE MEZZANINE MEZZANINE MEZZANINE ----T0PT0PT0PT0P OF SLABOF SLABOF SLABOF SLAB EL. 14'EL. 14'EL. 14'EL. 14'----6"6"6"6" ROOF ROOF ROOF ROOF ----TOP OFTOP OFTOP OFTOP OF FRAMEFRAMEFRAMEFRAME EL. 39'EL. 39'EL. 39'EL. 39'----3"3"3"3" 2222333344445555666677778888999910101010111111111212121213131313141414141515151516161616 18'-6"18'-6"18'-6"18'-6"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"19'-0"19'-0"19'-0"19'-0" 10 1/2"10 1/2"10 1/2"10 1/2"3'-3"3'-3"3'-3"3'-3" 6'-4"6'-4"6'-4"6'-4" GROUND LEVELGROUND LEVELGROUND LEVELGROUND LEVEL EL. 0'EL. 0'EL. 0'EL. 0'----0"0"0"0" AAAA MEZZANINE MEZZANINE MEZZANINE MEZZANINE ----T0PT0PT0PT0P OF SLABOF SLABOF SLABOF SLAB EL. 14'EL. 14'EL. 14'EL. 14'----6"6"6"6" ROOF ROOF ROOF ROOF ----TOP OFTOP OFTOP OFTOP OF FRAMEFRAMEFRAMEFRAME EL. 39'EL. 39'EL. 39'EL. 39'----3"3"3"3" BBBBCCCCDDDDEEEEFFFFGGGGHHHHIIIIC.1C.1C.1C.1 A.1A.1A.1A.1 9'-4"9'-4"9'-4"9'-4" 20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"17'-6"17'-6"17'-6"17'-6" 2'-6"2'-6"2'-6"2'-6" 9'-4"9'-4"9'-4"9'-4" 17'-7"17'-7"17'-7"17'-7" 2'-5"2'-5"2'-5"2'-5" OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IIIITTTT IIIISSSS AAAA VVVVIIIIOOOOLLLLAAAATTTTIIIIOOOONNNN OOOOFFFF LLLLAAAAWWWW FFFFOOOORRRR AAAANNNNYYYY PPPPEEEERRRRSSSSOOOONNNN,,,, UUUUNNNNLLLLEEEESSSSSSSS TTTTHHHHEEEEYYYY AAAARRRREEEE AAAACCCCTTTTIIIINNNNGGGG UUUUNNNNDDDDEEEERRRR TTTTHHHHEEEE DDDDIIIIRRRREEEECCCCTTTT DDDDIIIIRRRREEEECCCCTTTTIIIIOOOONNNN OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR,,,, TTTTOOOO AAAALLLLTTTTEEEERRRR AAAANNNN IIIITTTTEEEEMMMM IIIINNNN AAAANNNNYYYY WWWWAAAAYYYY.... IIIIFFFF AAAANNNN IIIITTTTEEEEMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG TTTTHHHHEEEE SSSSTTTTAAAAMMMMPPPP OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL IIIISSSS AAAALLLLTTTTEEEERRRREEEEDDDD,,,, TTTTHHHHEEEE AAAALLLLTTTTEEEERRRRIIIINNNNGGGG EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR SSSSHHHHAAAALLLLLLLL SSSSTTTTAAAAMMMMPPPP TTTTHHHHEEEE DDDDOOOOCCCCUUUUMMMMEEEENNNNTTTT AAAANNNNDDDD IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHEEEE NNNNOOOOTTTTAAAATTTTIIIIOOOONNNN """"AAAALLLLTTTTEEEERRRREEEEDDDD BBBBYYYY"""" FFFFOOOOLLLLLLLLOOOOWWWWEEEEDDDD BBBBYYYY TTTTHHHHEEEEIIIIRRRR SSSSIIIIGGGGNNNNAAAATTTTUUUURRRREEEE,,,, TTTTHHHHEEEE DDDDAAAATTTTEEEE OOOOFFFF SSSSUUUUCCCCHHHH AAAALLLLTTTTEEEERRRRAAAATTTTIIIIOOOONNNN,,,, AAAANNNNDDDD AAAA SSSSPPPPEEEECCCCIIIIFFFFIIIICCCC DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN OOOOFFFF THE ALTERATION.THE ALTERATION.THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T SO U T H B U R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 1/8" = 1'-0" KCM KCM CEP 03/01/2024 WALL ELEVATIONS S-200 PERMIT SET SCALE:SCALE:SCALE:SCALE: 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ELEVATION ALONG GRID I LOOKING EASTELEVATION ALONG GRID I LOOKING EASTELEVATION ALONG GRID I LOOKING EASTELEVATION ALONG GRID I LOOKING EAST SCALE:SCALE:SCALE:SCALE:1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ELEVATION ALONG GRID A LOOKING WESTELEVATION ALONG GRID A LOOKING WESTELEVATION ALONG GRID A LOOKING WESTELEVATION ALONG GRID A LOOKING WEST SCALE:SCALE:SCALE:SCALE:1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ELEVATION ALONG GRID 14 LOOKING SOUTHELEVATION ALONG GRID 14 LOOKING SOUTHELEVATION ALONG GRID 14 LOOKING SOUTHELEVATION ALONG GRID 14 LOOKING SOUTH NO. DATE DESCRIPTION GROUND LEVELGROUND LEVELGROUND LEVELGROUND LEVEL EL. 0'EL. 0'EL. 0'EL. 0'----0"0"0"0" AAAA MEZZANINE MEZZANINE MEZZANINE MEZZANINE ----T0PT0PT0PT0P OF SLABOF SLABOF SLABOF SLAB EL. 14'EL. 14'EL. 14'EL. 14'----6"6"6"6" ROOF ROOF ROOF ROOF ----TOP OFTOP OFTOP OFTOP OF FRAMEFRAMEFRAMEFRAME EL. 39'EL. 39'EL. 39'EL. 39'----3"3"3"3" BBBBCCCCDDDDEEEEFFFFGGGGHHHHIIII 9'-4"9'-4"9'-4"9'-4" 20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0" 9'-4"9'-4"9'-4"9'-4" 20'-0"20'-0"20'-0"20'-0" BUILTBUILTBUILTBUILT----UP MIN 16" WIDE X UP MIN 16" WIDE X UP MIN 16" WIDE X UP MIN 16" WIDE X 16" DEEP CFM BOX HEADER.16" DEEP CFM BOX HEADER.16" DEEP CFM BOX HEADER.16" DEEP CFM BOX HEADER. BUILTBUILTBUILTBUILT----UP MIN 16" UP MIN 16" UP MIN 16" UP MIN 16" WIDE X 10" DEEP CFM WIDE X 10" DEEP CFM WIDE X 10" DEEP CFM WIDE X 10" DEEP CFM BOX HEADER.BOX HEADER.BOX HEADER.BOX HEADER. NOTE: REQUIRED FRAME NOTE: REQUIRED FRAME NOTE: REQUIRED FRAME NOTE: REQUIRED FRAME REINFORCING NOT SHOWN REINFORCING NOT SHOWN REINFORCING NOT SHOWN REINFORCING NOT SHOWN FOR CLARITY. SEE SHEET FOR CLARITY. SEE SHEET FOR CLARITY. SEE SHEET FOR CLARITY. SEE SHEET SSSS----300 FOR DETAILS.300 FOR DETAILS.300 FOR DETAILS.300 FOR DETAILS. MIN 1600S300MIN 1600S300MIN 1600S300MIN 1600S300----97 FULL 97 FULL 97 FULL 97 FULL HEIGHT CFM JAMBS (TYP).HEIGHT CFM JAMBS (TYP).HEIGHT CFM JAMBS (TYP).HEIGHT CFM JAMBS (TYP). MIN 1600T200MIN 1600T200MIN 1600T200MIN 1600T200----68 68 68 68 HEADER TRACK (TYP).HEADER TRACK (TYP).HEADER TRACK (TYP).HEADER TRACK (TYP). GROUND LEVELGROUND LEVELGROUND LEVELGROUND LEVEL EL. 0'EL. 0'EL. 0'EL. 0'----0"0"0"0" AAAA MEZZANINE MEZZANINE MEZZANINE MEZZANINE ----T0PT0PT0PT0P OF SLABOF SLABOF SLABOF SLAB EL. 14'EL. 14'EL. 14'EL. 14'----6"6"6"6" ROOF ROOF ROOF ROOF ----TOP OFTOP OFTOP OFTOP OF FRAMEFRAMEFRAMEFRAME EL. 39'EL. 39'EL. 39'EL. 39'----3"3"3"3" BBBBCCCCDDDDEEEEFFFFGGGGHHHHIIII 9'-4"9'-4"9'-4"9'-4" 20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0" 9'-4"9'-4"9'-4"9'-4" 20'-0"20'-0"20'-0"20'-0" BUILTBUILTBUILTBUILT----UP MIN 16" WIDE X UP MIN 16" WIDE X UP MIN 16" WIDE X UP MIN 16" WIDE X 16" DEEP CFM BOX HEADER.16" DEEP CFM BOX HEADER.16" DEEP CFM BOX HEADER.16" DEEP CFM BOX HEADER. NOTE: REQUIRED FRAME NOTE: REQUIRED FRAME NOTE: REQUIRED FRAME NOTE: REQUIRED FRAME REINFORCING NOT SHOWN REINFORCING NOT SHOWN REINFORCING NOT SHOWN REINFORCING NOT SHOWN FOR CLARITY. SEE SHEET FOR CLARITY. SEE SHEET FOR CLARITY. SEE SHEET FOR CLARITY. SEE SHEET SSSS----300 FOR DETAILS.300 FOR DETAILS.300 FOR DETAILS.300 FOR DETAILS. MIN 1600S300MIN 1600S300MIN 1600S300MIN 1600S300----97 FULL 97 FULL 97 FULL 97 FULL HEIGHT CFM JAMBS (TYP).HEIGHT CFM JAMBS (TYP).HEIGHT CFM JAMBS (TYP).HEIGHT CFM JAMBS (TYP). MIN 1600T200MIN 1600T200MIN 1600T200MIN 1600T200----68 68 68 68 HEADER TRACK (TYP).HEADER TRACK (TYP).HEADER TRACK (TYP).HEADER TRACK (TYP). OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IIIITTTT IIIISSSS AAAA VVVVIIIIOOOOLLLLAAAATTTTIIIIOOOONNNN OOOOFFFF LLLLAAAAWWWW FFFFOOOORRRR AAAANNNNYYYY PPPPEEEERRRRSSSSOOOONNNN,,,, UUUUNNNNLLLLEEEESSSSSSSS TTTTHHHHEEEEYYYY AAAARRRREEEE AAAACCCCTTTTIIIINNNNGGGG UUUUNNNNDDDDEEEERRRR TTTTHHHHEEEE DDDDIIIIRRRREEEECCCCTTTT DDDDIIIIRRRREEEECCCCTTTTIIIIOOOONNNN OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR,,,, TTTTOOOO AAAALLLLTTTTEEEERRRR AAAANNNN IIIITTTTEEEEMMMM IIIINNNN AAAANNNNYYYY WWWWAAAAYYYY.... IIIIFFFF AAAANNNN IIIITTTTEEEEMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG TTTTHHHHEEEE SSSSTTTTAAAAMMMMPPPP OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL IIIISSSS AAAALLLLTTTTEEEERRRREEEEDDDD,,,, TTTTHHHHEEEE AAAALLLLTTTTEEEERRRRIIIINNNNGGGG EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR SSSSHHHHAAAALLLLLLLL SSSSTTTTAAAAMMMMPPPP TTTTHHHHEEEE DDDDOOOOCCCCUUUUMMMMEEEENNNNTTTT AAAANNNNDDDD IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHEEEE NNNNOOOOTTTTAAAATTTTIIIIOOOONNNN """"AAAALLLLTTTTEEEERRRREEEEDDDD BBBBYYYY"""" FFFFOOOOLLLLLLLLOOOOWWWWEEEEDDDD BBBBYYYY TTTTHHHHEEEEIIIIRRRR SSSSIIIIGGGGNNNNAAAATTTTUUUURRRREEEE,,,, TTTTHHHHEEEE DDDDAAAATTTTEEEE OOOOFFFF SSSSUUUUCCCCHHHH AAAALLLLTTTTEEEERRRRAAAATTTTIIIIOOOONNNN,,,, AAAANNNNDDDD AAAA SSSSPPPPEEEECCCCIIIIFFFFIIIICCCC DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN OOOOFFFF THE ALTERATION.THE ALTERATION.THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T SO U T H B U R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 1/8" = 1'-0" KCM KCM CEP 03/01/2024 WALL ELEVATIONS S-201 PERMIT SET NO. DATE DESCRIPTION SCALE:SCALE:SCALE:SCALE:1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ELEVATION ALONG GRID 6 LOOKING SOUTHELEVATION ALONG GRID 6 LOOKING SOUTHELEVATION ALONG GRID 6 LOOKING SOUTHELEVATION ALONG GRID 6 LOOKING SOUTH SCALE:SCALE:SCALE:SCALE:1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ELEVATION ALONG GRID 9 LOOKING SOUTHELEVATION ALONG GRID 9 LOOKING SOUTHELEVATION ALONG GRID 9 LOOKING SOUTHELEVATION ALONG GRID 9 LOOKING SOUTH GROUND LEVELGROUND LEVELGROUND LEVELGROUND LEVEL EL. 0'EL. 0'EL. 0'EL. 0'----0"0"0"0" AAAA MEZZANINE MEZZANINE MEZZANINE MEZZANINE ----T0PT0PT0PT0P OF SLABOF SLABOF SLABOF SLAB EL. 14'EL. 14'EL. 14'EL. 14'----6"6"6"6" ROOF ROOF ROOF ROOF ----TOP OFTOP OFTOP OFTOP OF FRAMEFRAMEFRAMEFRAME EL. 39'EL. 39'EL. 39'EL. 39'----3"3"3"3" BBBBCCCCDDDDEEEEFFFFGGGGHHHHIIII 3' - 1 1 " ± 3' - 1 1 " ± 3' - 1 1 " ± 3' - 1 1 " ± 6' - 0 " 6' - 0 " 6' - 0 " 6' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " L3X3X1/4, EACH SIDE OF WEB. FIELD WELD L3X3X1/4, EACH SIDE OF WEB. FIELD WELD L3X3X1/4, EACH SIDE OF WEB. FIELD WELD L3X3X1/4, EACH SIDE OF WEB. FIELD WELD EACH TOE TO INSIDE FACE OF FLANGE AND EACH TOE TO INSIDE FACE OF FLANGE AND EACH TOE TO INSIDE FACE OF FLANGE AND EACH TOE TO INSIDE FACE OF FLANGE AND WEB (TYP OF ALL COLUMNS ON GRID I).WEB (TYP OF ALL COLUMNS ON GRID I).WEB (TYP OF ALL COLUMNS ON GRID I).WEB (TYP OF ALL COLUMNS ON GRID I). VER, & WELDSVER, & WELDSVER, & WELDSVER, & WELDS 3/8" THICK WEB STIFFENER PLATE, EACH 3/8" THICK WEB STIFFENER PLATE, EACH 3/8" THICK WEB STIFFENER PLATE, EACH 3/8" THICK WEB STIFFENER PLATE, EACH SIDE. FIELD WELD TO EACH FLANGE AND SIDE. FIELD WELD TO EACH FLANGE AND SIDE. FIELD WELD TO EACH FLANGE AND SIDE. FIELD WELD TO EACH FLANGE AND WEB (TYP OF ALL COLUMNS ON GRID I).WEB (TYP OF ALL COLUMNS ON GRID I).WEB (TYP OF ALL COLUMNS ON GRID I).WEB (TYP OF ALL COLUMNS ON GRID I). EXISTING PEMB FRAME COLUMN.EXISTING PEMB FRAME COLUMN.EXISTING PEMB FRAME COLUMN.EXISTING PEMB FRAME COLUMN. EXISTING COLUMN TO BEAM EXISTING COLUMN TO BEAM EXISTING COLUMN TO BEAM EXISTING COLUMN TO BEAM CONNECTION PLATES AND STIFFENERS.CONNECTION PLATES AND STIFFENERS.CONNECTION PLATES AND STIFFENERS.CONNECTION PLATES AND STIFFENERS. 9'-4"9'-4"9'-4"9'-4"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"9'-4"9'-4"9'-4"9'-4"20'-0"20'-0"20'-0"20'-0" EXISTING BEAM SPLICE PLATES (TYP).EXISTING BEAM SPLICE PLATES (TYP).EXISTING BEAM SPLICE PLATES (TYP).EXISTING BEAM SPLICE PLATES (TYP). L2X2X1/4 FLANGE BRACE, EACH SIDE L2X2X1/4 FLANGE BRACE, EACH SIDE L2X2X1/4 FLANGE BRACE, EACH SIDE L2X2X1/4 FLANGE BRACE, EACH SIDE (TYP OF ALL COLUMNS ON GRID B).(TYP OF ALL COLUMNS ON GRID B).(TYP OF ALL COLUMNS ON GRID B).(TYP OF ALL COLUMNS ON GRID B). 3'-6"3'-6"3'-6"3'-6" 3'-6"3'-6"3'-6"3'-6" L3X3X1/4 REINFORCING, EACH L3X3X1/4 REINFORCING, EACH L3X3X1/4 REINFORCING, EACH L3X3X1/4 REINFORCING, EACH SIDE. FIELD WELD EACH TOE TO SIDE. FIELD WELD EACH TOE TO SIDE. FIELD WELD EACH TOE TO SIDE. FIELD WELD EACH TOE TO BOTTOM/TOP OF FLANGE AND BOTTOM/TOP OF FLANGE AND BOTTOM/TOP OF FLANGE AND BOTTOM/TOP OF FLANGE AND WEB (TYP OF EACH FRAME).WEB (TYP OF EACH FRAME).WEB (TYP OF EACH FRAME).WEB (TYP OF EACH FRAME). MIRROR BEAM REINFORCING MIRROR BEAM REINFORCING MIRROR BEAM REINFORCING MIRROR BEAM REINFORCING ABOUT FRAME CENTERLINE.ABOUT FRAME CENTERLINE.ABOUT FRAME CENTERLINE.ABOUT FRAME CENTERLINE. EXISTING ANGLE COLUMN FLANGE BRACING, EXISTING ANGLE COLUMN FLANGE BRACING, EXISTING ANGLE COLUMN FLANGE BRACING, EXISTING ANGLE COLUMN FLANGE BRACING, EACH SIDE. REPLACE AT EACH LOCATION WHERE EACH SIDE. REPLACE AT EACH LOCATION WHERE EACH SIDE. REPLACE AT EACH LOCATION WHERE EACH SIDE. REPLACE AT EACH LOCATION WHERE BRACES HAVE BEEN PREVIOUSLY REMOVED.BRACES HAVE BEEN PREVIOUSLY REMOVED.BRACES HAVE BEEN PREVIOUSLY REMOVED.BRACES HAVE BEEN PREVIOUSLY REMOVED. EXISTING ANGLE KICKER BRACING, EACH EXISTING ANGLE KICKER BRACING, EACH EXISTING ANGLE KICKER BRACING, EACH EXISTING ANGLE KICKER BRACING, EACH SIDE. REPLACE AT EACH LOCATION SIDE. REPLACE AT EACH LOCATION SIDE. REPLACE AT EACH LOCATION SIDE. REPLACE AT EACH LOCATION WHERE BRACES HAVE BEEN PREVIOUSLY WHERE BRACES HAVE BEEN PREVIOUSLY WHERE BRACES HAVE BEEN PREVIOUSLY WHERE BRACES HAVE BEEN PREVIOUSLY REMOVED (TYP).REMOVED (TYP).REMOVED (TYP).REMOVED (TYP). VERIFY DESIGN OF ALL REINFORCING.VERIFY DESIGN OF ALL REINFORCING.VERIFY DESIGN OF ALL REINFORCING.VERIFY DESIGN OF ALL REINFORCING. NEW L3X3X1/4 KICKER BRACE, EACH SIDE NEW L3X3X1/4 KICKER BRACE, EACH SIDE NEW L3X3X1/4 KICKER BRACE, EACH SIDE NEW L3X3X1/4 KICKER BRACE, EACH SIDE (TYP OF EACH FRAME).(TYP OF EACH FRAME).(TYP OF EACH FRAME).(TYP OF EACH FRAME). 4'-0"4'-0"4'-0"4'-0" 4'-0"4'-0"4'-0"4'-0" L3X3X1/4 REINFORCING, EACH L3X3X1/4 REINFORCING, EACH L3X3X1/4 REINFORCING, EACH L3X3X1/4 REINFORCING, EACH SIDE. FIELD WELD EACH TOE TO SIDE. FIELD WELD EACH TOE TO SIDE. FIELD WELD EACH TOE TO SIDE. FIELD WELD EACH TOE TO BOTTOM/TOP OF FLANGE AND WEB BOTTOM/TOP OF FLANGE AND WEB BOTTOM/TOP OF FLANGE AND WEB BOTTOM/TOP OF FLANGE AND WEB (TYP OF EACH FRAME).(TYP OF EACH FRAME).(TYP OF EACH FRAME).(TYP OF EACH FRAME). OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IIIITTTT IIIISSSS AAAA VVVVIIIIOOOOLLLLAAAATTTTIIIIOOOONNNN OOOOFFFF LLLLAAAAWWWW FFFFOOOORRRR AAAANNNNYYYY PPPPEEEERRRRSSSSOOOONNNN,,,, UUUUNNNNLLLLEEEESSSSSSSS TTTTHHHHEEEEYYYY AAAARRRREEEE AAAACCCCTTTTIIIINNNNGGGG UUUUNNNNDDDDEEEERRRR TTTTHHHHEEEE DDDDIIIIRRRREEEECCCCTTTT DDDDIIIIRRRREEEECCCCTTTTIIIIOOOONNNN OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR,,,, TTTTOOOO AAAALLLLTTTTEEEERRRR AAAANNNN IIIITTTTEEEEMMMM IIIINNNN AAAANNNNYYYY WWWWAAAAYYYY.... IIIIFFFF AAAANNNN IIIITTTTEEEEMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG TTTTHHHHEEEE SSSSTTTTAAAAMMMMPPPP OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL IIIISSSS AAAALLLLTTTTEEEERRRREEEEDDDD,,,, TTTTHHHHEEEE AAAALLLLTTTTEEEERRRRIIIINNNNGGGG EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR SSSSHHHHAAAALLLLLLLL SSSSTTTTAAAAMMMMPPPP TTTTHHHHEEEE DDDDOOOOCCCCUUUUMMMMEEEENNNNTTTT AAAANNNNDDDD IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHEEEE NNNNOOOOTTTTAAAATTTTIIIIOOOONNNN """"AAAALLLLTTTTEEEERRRREEEEDDDD BBBBYYYY"""" FFFFOOOOLLLLLLLLOOOOWWWWEEEEDDDD BBBBYYYY TTTTHHHHEEEEIIIIRRRR SSSSIIIIGGGGNNNNAAAATTTTUUUURRRREEEE,,,, TTTTHHHHEEEE DDDDAAAATTTTEEEE OOOOFFFF SSSSUUUUCCCCHHHH AAAALLLLTTTTEEEERRRRAAAATTTTIIIIOOOONNNN,,,, AAAANNNNDDDD AAAA SSSSPPPPEEEECCCCIIIIFFFFIIIICCCC DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN OOOOFFFF THE ALTERATION.THE ALTERATION.THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T SO U T H B U R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 1/4" = 1'-0" KCM KCM CEP 03/02/2024 BUILDING SECTION S-300 PERMIT SET SCALE:SCALE:SCALE:SCALE: 1/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0"SSSS----300300300300 1111 TYPICAL BUILDING FRAME REINFORCINGTYPICAL BUILDING FRAME REINFORCINGTYPICAL BUILDING FRAME REINFORCINGTYPICAL BUILDING FRAME REINFORCING NO. DATE DESCRIPTION SPRINKLER NOTES: 1.SPRINKLER CLASSIFICATION 1.1.OFFICE AREAS: LIGHT HAZARD PER NFPA-13.1.2.SHOP AREA: ORDINARY HAZARD GROUP II1.2.HANGAR SPACES: PER NFPA-409 FOR GROUP III HANGARS. 2.ALL SPRINKLER WORK SHALL BE IN STRICT CONFORMANCE WITH CURRENT ADOPTED VERSIONS OF THE FOLLOWING CODES AND STANDARDS: BUILDING CODE OF VERMONT, FIRE CODE OF VERMONT, NFPA-13: STANDARD FOR INSTALLATION OF SPRINKLER SYSTEM, NFPA-409: STANDARD ON AIRCRAFT HANGARS, NFPA-415: STANDARD ON AIRPORT TERMINAL BUILDINGS, FUELING RAMP DRAINAGE, AND LOADING WALKWAYS. HYDRAULIC DESIGN DENSITIES FOR AREAS SHALL CORRESPOND TO THE HAZARD CLASSIFICATION. 3.ALL WATER SUPPLY VALVES ON THE FIRE PROTECTION SYSTEM TO BE ELECTRICALLY SUPERVISED. TYPE AND EXACT LOCATION OF FLOW, PRESSURE AND SUPERVISORY SWITCHES SHALL BE ACCOMPLISHED BETWEEN THE RESPONSIBLE TRADES. 4.LOCATION OF SPRINKLERS IN CEILING TILES: 4.1.REFER TO ARCHITECTURAL REFLECTED CEILING PLANS AND ROOM FINISH SCHEDULES FOR CEILING TILE TYPES.4.2.IN STANDARD 2 BY 4 CEILING TILES, LOCATE SPRINKLERS IN THE CENTER OF TILES.4.3.IN STANDARD 2 BY 4 CEILING TILES WHICH SIMULATE 2 BY 2 CEILING TILES, LOCATE SPRINKLERS IN THE CENTER OF THE 2 BY 2 AREA. 5.REFER TO ARCHITECTURAL DRAWINGS FOR HUNG CEILING HEIGHTS AND CONSTRUCTION. WHERE WORK BETWEEN THIS DRAWING AND ARCHITECTURAL PLANS ARE IN CONFLICT, ADVISE ARCHITECT PRIOR TO INSTALLATION OF PIPING. 6.WORK SHALL BE COORDINATED WITH ALL OTHER TRADES; NOTIFY OWNERS REPRESENTATIVE TO AVOID CONFLICTS. 7.THE SPRINKLER PIPING LAYOUT AND PIPE SIZES SHOWN ON THE CONTRACT DOCUMENTS DEFINE THE DESIGN INTENT FOR COMPETITIVE BIDDING AND FOR PRELIMINARY SUBMISSION TO THE AUTHORITIES HAVING JURISDICTION. IT IS NOT THE INTENT OF THESE PLANS TO SHOW ALL LISTED COMPONENTS, SUCH AS PIPING, FITTINGS, VALVES, ETC. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SYSTEM PER ALL APPLICABLE CODES AND REGULATIONS. 8.SPRINKLER CONTRACTOR SHALL PREPARE FINAL SPRINKLER SYSTEM AND FIRE SPRINKLER HEAD LAYOUT, SHOP DRAWINGS AND HYDRAULIC CALCULATIONS, ALL STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF VERMONT AND SHALL OBTAIN ALL APPROVALS AS REQUIRED. 9.SPRINKLER CONTRACTOR SHALL ADJUST AND/OR ADD SPRINKLERS AS REQUIRED UTILIZING ARCHITECT'S REFLECTED CEILING PLAN FOR LOCATION OF LIGHTS, DIFFUSERS, CABLE TRAYS, ETC... 10.ALL FIRE PROTECTION EQUIPMENT SHALL BE APPROVED BY ENGINEER. 11.PROVIDE SPRINKLERS ABOVE AND BELOW EXPOSED DUCTWORK OR ANY OTHER OBSTRUCTIONS 4 FEET OR WIDER. 12.PROVIDE SPRINKLERS AS SHOWN ON PLANS FOR OCCUPIED SPACES. PROVIDE SPRINKLERS FOR ALL COMBUSTIBLE CONCEALED SPACES PER NFPA 13 REQUIREMENTS. 13.CONTRACTOR SHALL DETERMINE BEST LOCATION FOR ROUTING OF ALL ASSOCIATED SPRINKLER LINES. COORDINATE WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL INSTALLATIONS TO AVOID ANY/ALL OBSTRUCTIONS OR INTERFERENCES WITH FIRE PROTECTION PIPE ROUTING. 14.ALL SPRINKLERS MOUNTED IN CEILING SHALL BE LOCATED A MINIMUM OF 4" AWAY FROM ANY WALLS, CEILING HEIGHT CHANGES OR ANY OTHER VERTICAL INTERSECTING SURFACE. 15.PROVIDE HEAD GUARDS ON SPRINKLER IN ELECTRIC AND MECHANICAL EQUIPMENT ROOMS. 16.CUTTING OF STRUCTURAL AND/OR ARCHITECTURAL MEMBERS TO BE DONE ONLY WITH THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. 17.FIRE STOP ALL PENETRATIONS OF SMOKE/FIRE WALLS, CEILINGS, FLOORS, ROOFS, ETC. FLASH AND COUNTER FLASH ROOF PENETRATIONS. 18.PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON-ACCESSIBLE CEILINGS AND CHASES. 19.ALL VALVES AND ACCESSORIES FOR FIRE SERVICE SHALL BE LISTED BY THE UNDERWRITER'S LABORATORIES, INC. AND THE FACTORY MUTUAL LABORATORIES. VALVES SHALL BE FACTORY MARKED "UL" AND "FM" , 175 PSI WORKING PRESSURE. 20.ALL POWER WIRING SHALL BE ACCOMPLISHED UNDER THE ELECTRICAL DIVISION. ALL CONTROL AND INTERLOCK WIRING SHALL BE ACCOMPLISHED UNDER THIS SECTION OF THE SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS IN THE ELECTRICAL DIVISION. COORDINATE ALL ELECTRICAL ITEMS WITH ELECTRICAL CONTRACTOR. 21.SPRINKLERS SHALL COVER THE ENTIRE AREA OF THE ROOM INCLUDING ALCOVES. SPRAY SHALL NOT BE BLOCKED BY WALLS OR PARTITIONS. 22.MAINTAIN A MINIMUM OF 18 INCHES FROM THE BOTTOM OF THE SPRINKLER DEFLECTOR TO THE TOP OF STORAGE/FILE STORAGE. 23.PROVIDE A PERMANENTLY ATTACHED HYDRAULIC DESIGN INFORMATION SIGN STATING THE REQUIRED DESIGN CRITERIA FOR EACH HYDRAULICALLY DESIGNED SYSTEM. 24.INSPECTOR'S TEST VALVE SHALL BE LOCATED AT A MAXIMUM HEIGHT OF 7 FEET ABOVE THE FINISHED FLOOR. 25.METHODS OF HANGING PIPES, HEADERS, AND BRANCHES SHALL BE IN ACCORDANCE WITH NFPA 13. 26.LOCATE HORIZONTAL SIDEWALL SPRINKLERS WITH TOP OF DEFLECTOR AT 4" TO 6" BELOW CEILINGS OR EXPOSED FLOOR DECK. 27.LOCATE UPRIGHT SPRINKLER HEADS A MINIMUM OF 6" BELOW ROOF OR FLOOR DECK ABOVE, AND A MAXIMUM OF 12" BELOW ROOF AND FLOOR DECK ABOVE UNLESS INDICATED OTHERWISE. COMPLY WITH LISTED SPACING REQUIREMENTS FOR CONCEALED SPACE SPRINKLERS. 28.ALL DOWNSTREAM PIPING SHOWN WITHOUT SIZES ON PLANS SHALL BE 1". 29.PROVIDE AUXILIARY DRAINS FOR ALL LOW POINTS OF PIPING TO ALLOW THE SYSTEM TO BE COMPLETELY DRAINED. 30.ENSURE SITE SPRINKLER SERVICE PIPING HAS BEEN FLUSHED BY SITE/CIVIL CONTRACTOR ACCORDING TO NFPA 24 PRIOR TO CONNECTION TO BUILDING SYSTEM. FIRE PROTECTION LEGEND SPRINKLER - PENDENT ON DROP SPRINKLER - UPRIGHT PIPE CAP PIPE BOTTOM CONNECTION PIPE DROP PIPE RISE PIPE FITTING - ELBOW PIPE FITTING - TEE PIPE FITTING - CROSS DOUBLE CHECK BACKFLOW ASSEMBLY FIRE DEPARTMENT CONNECTION SPRINKLER - SIDEWALL CONCEALEDPENDENT SPRINKLER SCHEDULE TYPE TYCO TY3531QUICK RESPONSE MAKE / MODEL 5.6 K-FACTOR, 1/2" NPT CONNECTION, 175 PSI MAX WORKING PRESSURE, 6 FT. MIN SPACING DESCRIPTION UPRIGHT TYCO TY313QUICK RESPONSE 5.6 K-FACTOR, 1/2" NPT CONNECTION, 175 PSI MAX WORKING PRESSURE, 6 FT. MIN SPACING DRY SIDEWALL VIKING VK178QUICK RESPONSE 5.6 K-FACTOR, 1/2" NPT CONNECTION, 175 PSI MAX WORKING PRESSURE, 6 FT. MIN SPACING OFFICE AREA SPRINKLER APPLICATION SCHEDULE LOCATION LIGHT HAZARD HAZARDCLASSIFICATION 0.10 GPM/FT² DESIGNDENSITY 1500 FT² AREA OF SPRINKLEROPERATION SHOP AREA ORDINARY HAZARD; GROUP II 0.2 GPM/FT² HANGAR GROUP III HANGAR 0.17 GPM/FT² 1500 FT² 5000 FT² OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪ Burlington VT 05401 802▪864▪6844 ▪ www.fffinc.comArchitecture ▪ Planning ▪ Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 12" = 1'-0" DMS DMS DAS 02/23/24 GENERAL NOTES &SCHEDULES FP-001 PERMIT SET NO.DATE DESCRIPTION ADULT AVIATIONCLASSROOM 144 AVIATION HANGAR 150 CORRIDOR 130 OFFICE 143 OFFICE AND RECORDS 141 REFERENCE 139 RESTROOM 136 RESTROOM 138 JC 135 AVIATION CLASSROOM 133 ADV. MAN. CLASSROOM 123 BTC PROGRAMCLASSROOM 121 ENTRY COMMONS / BUSWAITING 110 CORRIDOR 120 RR 124JC 126 RR 122 STORAGE 116.2 SIMULATOR ANDSAMPLES 132.1 CATERING KITCHEN /KITCHENETTE 115 OFFICE 113OFFICE 111 STORAGE 132.2 PAINT BOOTH 132.3 BTC SHOPS 116 6" UP 4" UP 4"4"4"4"4"4" 1 1/4"1 1/4"1 1/4"4"4" 4" 1 1/4" 1 1 / 4 " 4"4" 1"1"1 1/4" 4"4"4"4" 1 1/2" 1 1 / 2 " 4"4"4"4"4"4"4"4"4"4" 1 1 / 2 " 1 1 / 4 " 1 1 / 4 " 1 1 / 2 " 1 1 / 2 " 1 1/2"1 1/2"1 1/4"1 1/4"1 1/4" AA BB CC DD EE FF GG HH II 11 22 33 44 55 66 77 88 99 1010 1111 1212 14141313 WATER SERVICE ANDFIRE PUMPS 102 ENTRYVESTIBULE 101 ELECTRIC SERVICEENTRY 103 IT RACK 134 BATTERY 132.5 BATTERY 132.4 AVIATION SHOPS 132 AM - CONDITIONEDTOOLS 116.3 6" 4" 6" 6" 6" 1 FIRE PUMP CONTROLLER FIRE PUMP CONTROLLER JOCKEY PUMP CONTROLLER 1 1 1 / 4 " PROJECT NORTH TRUE NORTHOF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪ Burlington VT 05401 802▪864▪6844 ▪ www.fffinc.comArchitecture ▪ Planning ▪ Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 1/8" = 1'-0" DMS DMS DAS 02/26/24 FIRE PROTECTIONGROUND FLOOR PLAN FP-101 PERMIT SET SCALE: 1/8" = 1'-0"1 GROUND LEVEL FIRE PROTECTION PLAN KEYED NOTES:# 1. PROVIDE NEW 480V HORIZONTAL SPLIT CASE FIRE PUMP, MOTOR AND ASSOCIATED CONTROLLER / AUTOMATIC TRANSFER SWITCH. PUMP PERFORMANCE (1,600 GPM, 50 PSI). 2. PROVIDE NEW 480V 1 HP JOCKEY PUMP, MOTOR AND ASSOCIATED CONTROLLER. PUMP PERFORMANCE (15 GPM, 64 PSI). 3. PROVIDE CLEAN AGENT FIRE SUPPRESSION SYSTEM AND CONTROL SYSTEM IN IT ROOM. NO.DATE DESCRIPTION 1 1/2"1 1/2"1 1/2"1 1/2"1 1/2" 1 1/2"1 1/2"1 1/2"1 1/2"1 1/2" 1 1/2"1 1/2"1 1/2"1 1/2"1 1/2" 1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2" 1 1/2"1 1/2"1 1/2"1 1/2"1 1/2" 1 1/2"1 1/2"1 1/2"1 1/2"1 1/2" 1 1/2"1 1/2"1 1/2"1 1/2"1 1/2" 1 1/2" 1 1/2"1 1/2" 1 1/2"1 1/2"1 1/2" 1 1/2" 1 1/2"1 1/2"1 1/2"1 1/2" 1 1/2"1 1/2"1 1/2"1 1/2" 1 1/2"1 1/2"1 1/2"1 1/2" 1 1/2"1 1/2"1 1/2"1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2"1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2"1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2"1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2"1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2"1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2"1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2"1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4"1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4"1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1" 1" 1" 1"1" 1" 1" 1" 1"1" 1 1/4"1 1/4"1 1/4" 1 1/4"1 1/4"1 1/4" 1" 1"1" 1" 1"1"1 1/4"1 1/4"1 1/4" 1 1/4"1 1/4"1 1/4" 1 1/4" 1 1/4" 1 1/4"1 1/4" 1 1/4"1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4"1 1/4" 1 1/4" 1 1/4" 1"1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1 1/2" 1 1/2" 1 1/2"1 1/2" 1 1/2" 1 1/2"1 1/2" 1 1/2" 1 1/2" 1 1/2"1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2"1 1/2" 1 1/2"1 1/2"1 1/2"1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2"1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2"1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2"1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4"1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4"1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4"1 1/4" 1 1/4" 1 1/4"1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4"4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 6" DOWN AA BB CC DD EE FF GG HH II 11 22 33 44 55 66 77 88 99 1010 1111 1212 14141313 4" DOWN PROJECT NORTH TRUE NORTHOF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪ Burlington VT 05401 802▪864▪6844 ▪ www.fffinc.comArchitecture ▪ Planning ▪ Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 1/8" = 1'-0" DMS DMS DAS 02/26/24 FIRE PROTECTIONMEZZANINE FLOOR PLAN FP-102 PERMIT SET SCALE: 1/8" = 1'-0"1 MEZZANINE FIRE PROTECTION PLAN NO.DATE DESCRIPTION TS TS TS TS MAIN PIPE TEST & DRAIN VALVEWITH SIGHT GLASS TO DRAIN 3/4" TIE RODS EACH SIDE. ALL RODS, BOLTS & NUTS TO BE BITUMASTIC COATED, WRAP FITTING IN 8 MIL. POLY BEFORE POURING THRUST BLOCKS (TYP.) THRUST BLOCK 3000LB CONCRETE FLANGED CONNECTION 1" 1/2" MINIMUM (TYP) 4" (TYP) 5/8" HEAVY DUTY NUT w/WASHER (TYP) 5/8" THREADED ROD (TYP) COMBINATION FIRE SERVICE AND DOMESTIC WATER LINE. REFER TO PLANS FOR SIZE AND LOCATION MECHANICAL SLEEVE SEAL SCHEDULE 40 STEEL PIPE SLEEVE w/ANCHOR FLANGE 1/4" X 1 -1/4" IRON PIPE CLAMP 1/4" X 1 -1/4" IRON STRAP PENDENT TYPE SPRINKLER, EXPOSED, SEMI-RECESSED, OR CONCEALED, SEE PLANS FOR TYPE BRANCH LINE, SEE PLANS FOR SIZE CEILING MAIN LINE VA R I E S UPRIGHT TYPE SPRINKLER HEAD 2-1/2" MAIN DRAIN 6" WATER MAIN. SEE FLOOR PLAN FOR CONTINUATION. 6" MAIN TO WET SPRINKLER SYSTEM TO FIRE DEPARTMENT CONNECTION FLOOR DRAIN BY OTHERS DOMESTIC WATER CONNECTION. FP EQUIPMENT SCHEDULE:- - A.6" BACKFLOW PREVENTER.B.HORIZONTAL SPLIT-CASE FIRE PUMP (1,600 GPM AT 50 PSI, 460/3).C.JOCKEY PUMP (15 GPM AT 64 PSI, 460/3)D.6" O.S&Y. VALVE W/ TAMPER SWITCH.E.4" O.S&Y. VALVE W/ TAMPER SWITCH.F.ALARM TEST VALVE.G.PRESSURE SWITCH.H.RETARDING CHAMBER.I.RETARDING CHAMBER DRAIN.J.CHECK VALVE (TYP.).K.6" WET RISER CHECK VALVE.L.MAIN DRAIN VALVE.M.4" WET RISER CHECK VALVE.N.WATER GAUGE (TYP.).O.TAMPER SWITCH (TYP.). P.O.S&Y. VALVE (TYP.) B B C A 6" 6"6" 6"6" 6" 6"6" 6" 6"6"6"6" 2"2" D E F F G G L L K M N N H H I I J J J J J J J OO P P PP PP P 4" MAIN TO WET SPRINKLER SYSTEM 4" 4" 2-1/2" 6" 6" OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪ Burlington VT 05401 802▪864▪6844 ▪ www.fffinc.comArchitecture ▪ Planning ▪ Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 As indicated DMS DMS DAS 03/01/24 FIRE PROTECTIONDETAILS FP-501 PERMIT SET SCALE: SCALE: NONE1WET SYSTEM TEST & DRAIN VALVE DETAIL SCALE: SCALE: NONE3FIRE SERVICE ENTRY DETAIL BELOW FOUNDATION SCALE: SCALE: NONE2ABOVE AND BELOW CEILING SPRINKLER DETAIL SCALE: SCALE : NONE4FIRE PROTECTION SERVICE NO.DATE DESCRIPTION AA BB CC DD EE FF GG HH II 11 22 33 44 55 66 77 88 99 1010 1111 1212 14141313 1 OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪ Burlington VT 05401 802▪864▪6844 ▪ www.fffinc.comArchitecture ▪ Planning ▪ Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 1/8" = 1'-0" DMS DMS DAS 03/01/24 FIRE PROTECTION DEMOPLAN FPD-101 PERMIT SET NO.DATE DESCRIPTION SCALE: 1/8" = 1'-0"1 FIRE PROTECTION DEMO PLAN KEYED NOTES:# 1. REMOVE EXISTING FIRE PROTECTION SYSTEM BACK TO BUILDING SERVICE. REMOVE ALL PIPING, EQUIPMENT AND TRIM. ABBREVIATIONS AD AREA DRAIN AFF ABOVE FINISHED FLOOR AHJ AUTHORITY HAVING JURISDICTION AP ACCESS PANEL ARCH ARCHITECT/ARCHITECTURE/ARCHITECTURAL BFP BACKFLOW PREVENTER BT BATHTUB BTU BRITISH THERMAL UNITS BV BALL VALVE CFH CUBIC FEET PER HOUR CO CLEANOUT CP CIRCULATION PUMP CS CIRCUIT SETTER/BALANCE VALVE CV CHECK VALVE CWS COLD WATER SUPPLY F DEGREES FAHRENHEIT DCV DOUBLE CHECK VALVE BACKFLOW PREVENTER DF DRINKING FOUNTAIN DN PIPE DOWN, PASSING THROUGH FLOOR DROP PIPE DOWN, NOT PASSING THROUGH FLOOR DSN DOWNSPOUT NOZZLE DWH DOMESTIC WATER HEATER DWV DRAIN, WASTE, AND VENT EC ELECTRICAL CONTRACTOR EFF EFFICIENCY ELEV ELEVATION ET EXPANSION TANK ETR EXISTING TO REMAIN EW EYE-WASH/FACE-WASH EWC ELECTRIC WATER COOLER EWS EMERGENCY WASH STATION FCO FLOOR CLEANOUT FD FLOOR DRAIN FFE FINISHED FLOOR ELEVATION FPC FIRE PROTECTION CONTRACTOR FPM FEET PER MINUTE FS FLOOR SINK FT FOOT/FEET FW FILTERED WATER GAS NATURAL GAS OR LP (BELOW 14”W.C.) GC GENERAL CONTRACTOR GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GPR GAS PRESSURE REGULATOR GT GREASE TRAP HB HOSE BIBB HP HORSEPOWER HPG HIGH PRESSURE GAS OR LP (GREATER THAN 10 PSI, DEFINED BY PROJECT) HWR DOMESTIC HOT WATER RETURN HWS DOMESTIC HOT WATER SUPPLY INV PIPE INVERT IN INCHES IN W.C.INCHES WATER COLUMN IPS INTERNATIONAL PIPE STANDARD IW INDIRECT WASTE KW KILOWATT L LAVATORY LS LAUNDRY SINK MAX MAXIMUM MC MECHANICAL CONTRACTOR MIX MIXING VALVE MPG NATURAL GAS OR LP (GREATER THAN 14 IN W.C., DEFINED BY PROJECT) MS MOP SINK N/A NOT APPLICABLE NC NORMALLY CLOSED NO NORMALLY OPENED NPT NATIONAL PIPE THREAD NTS NOT TO SCALE OWS OIL WATER SEPARATOR OST STORM DRAIN –OVERFLOW/SECONDARY PC PLUMBING CONTRACTOR PD PUMPED DISCHARGE PDD POOL DECK DRAIN PF PRISON/SECURITY COMBI-FIXTURE PG PRESSURE GAUGE PH PHASE (ELECTRICAL) PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH QTY QUANTITY RD ROOF DRAIN RISE PIPE UP, NOT THROUGH FLOOR/ROOF DECK ABOVE RPM REVOLUTIONS PER MINUTE RPZ REDUCED PRESSURE ZONE BACKFLOW PREVENTER RTU ROOF TOP UNIT S SINK SAN SANITARY PIPE SAN-G SANITARY PIPE –GREASE LADEN SE SEWAGE EJECTOR SF SQUARE FEET SH SHOWER SP SUMP PUMP ST STORM DRAIN STR STRAINER T THERMOMETER T&P TEMPERATURE AND PRESSURE TD TRENCH DRAIN TP TRAP PRIMER TWS TEPID WATER SUPPLY (65-90F) TYP TYPICAL U URINAL UOI UNLESS OTHERWISE INDICATED V SANITARY VENT VB VACUUM BREAKER VIR VALVE IN RISER VOLT VOLTAGE VTR SANITARY VENT THROUGH ROOF WC WATER CLOSET WCO WALL CLEANOUT WHA WATER HAMMER ARRESTOR WM WATER METER 1. THESE GENERAL PLUMBING NOTES SHALL APPLY TO ALL P SERIES DRAWINGS, IN COORDINATION WITH DIVISION 22 SECTIONS, AND FRONT END (DIVISION 0 AND 1) REQUIREMENTS. ALL WORK ASSOCIATED WITH THE P SERIES DRAWINGS SHALL BE COORDINATED WITH ALL OTHER TRADES TO AVOID CONFLICTS. 2. ALL WORK SHALL BE PERFORMED IN COOPERATION WITH THE OWNER (AND/OR OWNER'S REPRESENTATIVE) AND THE ARCHITECT/ENGINEER THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE CONSTRUCTION SCHEDULE ESTABLISHED BY THE OWNER AND ARCHITECT, AND SHALL IMMEDIATELY REPORT ANY DELAYS IN MATERIALS RECEIPT INCLUDING CIRCUMSTANCES CAUSING DELAYS. 3. CONTRACT DRAWINGS FOR THE PLUMBING WORK ARE DIAGRAMMATIC, INTENDED TO CONVEY THE SCOPE OF WORK AND TO INDICATE THE GENERAL ARRANGEMENT AND APPROXIMATE LOCATION OF EQUIPMENT, PIPING, AND ACCESSORIES. THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING ALL CONDITIONS, DIMENSIONS, AND LOCATIONS PRIOR TO BIDDING PROJECT. CHECK PROJECT DRAWINGS PRIOR TO INSTALLATION FOR INTERFERENCES WITH OTHER TRADES. SHOULD THE CONTRACTOR FIND SUCH INTERFERENCES, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK WITH OTHERS. THE OWNER RESERVES THE RIGHT TO MAKE REASONABLE CHANGES PRIOR TO ROUGH-IN WITHOUT ADDED EXPENSE. DIMENSIONS INDICATED ARE SUBJECT TO VERIFICATION OF EXACT SITE CONDITIONS AT THE TIME OF INSTALLATION. • THE CONTRACTOR SHALL INSTALL ALL PIPING, EQUIPMENT, FIXTURE, ETC. IN A WORKMAN MANNER WITH QUALIFIED PLUMBERS. 4. ALL PLUMBING WORK SHALL BE INSTALLED PER LOCAL PLUMBING CODE, HEALTH CODE, FIRE CODE, ENERGY CONSERVATION CODE, AND BUILDING CODE. ALL WORK SHALL COMPLY TO ACCORDANCE OF LOCAL, STATE AND FEDERAL REGULATIONS AND OTHER AUTHORITIES HAVING JURISDICTION. 5. CONTRACTOR RESPONSIBLE FOR PAYING FOR ALL FEES ASSOCIATED WITH OBTAINING PERMITS, INSPECTIONS, ETC. 6. THE PLUMBING CONTRACTOR SHALL BE LICENSED IN THE LOCAL JURISDICTION PRIOR TO BIDDING ON PROJECT. CONTRACTOR TO CONTACT CITY/TOWNSHIP TO VERIFY LICENSE TO ENSURE THEY ARE CURRENT. 7. ALL PLUMBING EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER RECOMMENDATIONS. ANY CONFLICTS WITH INSTALLATION AND MANUFACTURER RECOMMENDATIONS SHALL BE REPORTED TO ENGINEER. 8. CUTTING AND PATCHING -ALL NOTES BELOW HOLD THE COMMON CONDITION "UNLESS OTHERWISE NOTED". • FOR RENOVATIONS:THE CONTRACTOR REQUIRING CUTTING SHALL BE RESPONSIBLE FOR HIS/HER OWN WORK WHETHER DESCRIBED IN THE CONTRACT DOCUMENTS OR NOT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING CUTTING AND PATCHING REQUIREMENTS WITH OTHER TRADES. • FOR NEW CONSTRUCTION:ALL CUTTING AND PATCHING THROUGH ALL WALL, CEILING, ETC. SHALL BE PROVIDED BY PLUMBING CONTRACTOR IN COORDINATION WITH THE GENERAL WORK. ALL PAINTING AND FINISHING SHALL BE DONE BY GENERAL CONTRACTOR. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH GENERAL CONTRACTOR. • OPENINGS MADE POST-FINISH:IF AN OPENING IS REQUIRED IN A FINISHED SURFACE, AFTER COMPLETION, DUE TO LACK OF COORDINATION OR PROPER SCHEDULE MAINTENANCE, THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CUTTING AND PATCHING REQUIRED TO FINISH SPECIFIC PLUMBING WORK AND RESTORE THE FINISHED SURFACE TO PREVIOUS CONDITION. • UNDERGROUND PIPING (NEW CONSTRUCTION):TRENCHING SHALL BE BY GENERAL CONTRACTOR. PIPE INSTALLATION WITH APPROPRIATE BEDDING MATERIAL SHALL BE BY THE PLUMBING CONTRACTOR. BACKFILL ABOVE PIPE AND BEDDING SHALL BE BY THE GENERAL CONTRACTOR BASED ON REQUIREMENTS OF THE STRUCTURAL PLANS AND SPECFICATIONS. • UNDERGROUND PIPING FINISHED FLOORS OTHER THAN CONCRETE:UNLESS OTHERWISE NOTED, TRENCHING, EXCAVATION, BACKFILLING, COMPACTION AND RESTORATION OF THE FLOORING SUBSTRATE SHALL BE PERFORMED BY THIS CONTRACTOR. FINAL FINISHED FLOOR SHALL BE BY OTHERS. • UNDERGROUND PIPING FOR FINISHED CONCRETE FLOORS:UNLESS OTHERWISE NOTES, TRENCHING, EXCAVATION, BACKFILLING, COMPACTION, AND RESTORATION OF FINISHED FLOORING SYSTEM SHALL BE PERFORMED BY THIS CONTRACTOR. • EQUIPMENT OPENINGS:OPENINGS REQUIRED FOR REMOVAL OF EXISTING EQUIPMENT OR INSTALLATION OF NEW EQUIPMENT SUPPLIED UNDER THIS CONTRACT SHALL BE CUT AND PATCHED BY THIS CONTRACTOR. 9. FURNISH AND INSTALL ALL NEW EQUIPMENT AND MATERIALS AS DESCRIBED HEREIN. ANY MATERIAL, OPERATION, METHOD, OR DEVICE MENTIONED, LISTED OR NOTED WITHIN THIS SPECIFICATION SHALL BE FURNISHED BY THIS CONTRACTOR UNLESS SPECIFICALLY MENTIONED AS BEING FURNISHED OR INSTALLED BY OTHERS. 10. ALL PIPING PENETRATING ALL FIRE-RATED WALLS, CEILINGS, FLOORS, ROOFS, ETC. SHALL BE FIRE STOPPED IN ACCORDANCE WITH DIVISION 7. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE COMPLETE AND OPERABLE SYSTEMS, INCLUDING OPERATIONAL PROPERTIES TO THE EXTEND NECESSARY TO LINK MULTIPLE COMPONENTS OF THE SYSTEMS TOGETHER AND TO INTERFACE WITH SYSTEMS PROVIDED BY OTHERS. THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL SYSTEMS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. • THE CONTRACTOR SHALL PROVIDE OWNER WITH ALL NECESSARY OPERATION AND MAINTENANCE MANUALS, SHOP DRAWINGS, WIRING DIAGRAMS, AND WARRANTY PAPERWORK UPON COMPLETION OF THE PROJECT. 12. THE CONTRACTOR SHALL LOCATE ACCESS PANEL IN NON-ACCESSIBLE CEILING AND WALLS FOR ALL VALVES, SHOCK ABSORBERS, CLEANOUTS AND ALL OTHER ITEMS THAT REQUIRE ACCESS TO PROPERLY MAINTAIN OR SERVICE. 13. THE CONTRACTOR IS RESPONSIBLE FOR TESTING, AND ADJUSTING ALL PLUMBING EQUIPMENT INDICATED IN THE PLUMBING DRAWINGS. 14. THE MINIMUM SLOPE OF ALL INTERIOR SEWER LINES SHALL BE 1/4 INCH PER FOOT FOR SIZES 2-1/2" AND SMALLER, 1/8 INCH PER FOOT FOR SIZES 3"-6", AND 1/16 INCH PER FOOT FOR SIZES 8" AND GREATER. SEE SCHEDULE LOCATED ON DRAWING FOR CONNECTION SIZES FOR SANITARY, VENT, COLD, AND HOT WATER PIPING. SEE SCHEDULE FOR PIPING MATERIALS. 15. ALL PIPING PENETRATIONS THROUGH EXPOSED WALLS SHALL BE PROVIDED WITH CHROME ESCUTCHEONS AND SEAL TO WALL OR CEILING. 16. ALL NATURAL GAS PIPING SHALL BE INSTALL PER NATIONAL FUEL GAS CODE, NFPA 54 AND AUTHORITY HAVING JURISDICTION. CONTRACTOR SHALL PROVIDE SHUT OFF GAS VALVE FOR ALL EQUIPMENT UTILIZING GAS. CONTRACTOR SHALL PROVIDE 6" DIRT LEG (MINIMUM) FOR ALL EQUIPMENT UTILIZING GAS. 17. ALL NATURAL GAS PIPING SHALL BE TESTED PER THE LIST BELOW. ALL TESTING SHALL CONFORM TO NATIONAL FUEL GAS CODE, NFPA 54. • PRESSURE UP TO AND INCLUDING 12" W.C.: 15 PSI FOR ONE (1) HOUR. • PRESSURE ABOVE 12" W.C.: 1-1/2 TIMES THE WORKING PRESSURE, OR 50 PSI (MINIMUM) FOR ONE (1) HOUR. • COATED OR WRAPPED PIPING: 100 PSIG FOR ONE (1) HOUR 18. UPON COMPLETION OF PROJECT, THE CONTRACTOR SHALL FLUSH AND SANITIZE THE DOMESTIC HOT, RECIRCULATION AND COLD WATER PIPING IN ACCORDANCE WITH LOCAL AND PLUMBING CODE OF VERMONT, 2021.. 19. EQUIPMENT CONNECTIONS: • ALL EQUIPMENT SHALL BE PROVIDED WITH UNIONS AND SHUT-OFF VALVES WHETHER DETAILED OR NOT. • ALL PLUMBING FIXTURES SHALL BE PROVIDED WITH SHUT OFF VALVES. • THIS CONTRACTOR SHALL MAKE FINAL PLUMBING CONNECTIONS TO PIPING/EQUIPMENT FURNISHED BY OTHERS, UNLESS OTHERWISE NOTED. 20. ALL PENETRATIONS THROUGH ROOFING MEMBRANE AND ROOF DECKING SHALL BE PERFORMED BY AN INSTALLER CERTIFIED BY THE ROOFING SYSTEM MANUFACTURER TO MAINTAIN ROOF SYSTEM WARRANTY. 21. NATURAL GAS REGULATOR VENT PIPING SHALL EXTEND TO THE EXTERIOR OF THE BUILDING AND TERMINATE IN ACCORDANCE WITH NFPA 54 AND/OR NFPA 58. 22. EXTERIOR GAS PIPING SHALL BE PAINTED WITH TWO COATS OF PRIMER AND ONE COAT OF FINISH PAINT. COLOR TO BE DETERMINED BASED COLOR OF SURROUNDING SURFACES. PIPING ON ROOFS SHALL BE SAFETY YELLOW. 23. FOR PROJECTS WITH APPROVED USE OF PVC AND CPVC PIPING, SUCH PIPING SHALL BE PROHIBITED IN THE FOLLOWING LOCATIONS. • AREAS OF ASSEMBLY. • RETURN AIR PLENUMS. • EXIT DISCHARGE CORRIDORS. • STAIRS. 24. RODENTPROOFING -IN OR ON STRUCTURES WHERE OPENINGS HAVE BEEN MADE IN FLOORS CEILINGS, OR WALLS FOR THE PASSAGE OF PIPE, SUCH OPENINGS SHALL BE CLOSED AND PROTECTED WITH APPROVED METAL COLLARS THAT ARE SECURELY FASTENED TO THE ADJOINING STRUCTURE. 25. STRUCTURAL SAFETY -IN THE PROCESS OF INSTALLING OR REPAIRING ANY PART OF A PLUMBING OR DRAINAGE SYSTEM, THE FINISHED FLOOR, WALLS, CEILINGS, TILE OR ANY OTHER PART OF THE BUILDING OR PREMISES THAT MUST BE CHANGED OR REPLACED SHALL REMAIN IN A STRUCTURALLY SAFE CONDITION IN ACCORDANCE WITH THE REQUIREMENTS OF THE VERMONT PLUMBING CODE, 2021. 26. PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS -PIPING AND OTHER SYSTEM COMPONENTS SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT CORROSION, BREAKAGE, FREEZING, AND PHYSICAL DAMAGE BY OTHER BUILDING COMPONENTS IN ACCORDANCE WITH THE REQUIREMENTS OF THE VERMONT PLUMBING CODE, 2021. 27. PROTECTION OF WATER QUALITY -A POTABLE WATER SUPPLY SYSTEM SHALL BE DESIGNED, INSTALLED, AND MAINTAINED IN SUCH A MANNER SO AS TO PREVENT CONTAMINATION FROM NON-POTABLE LIQUIDS, SOLIDS, OR GASES BEING INTRODUCED INTO THE POTABLE WATER SYSTEM THROUGH CROSS-CONTAMINATION OR ANY OTHER PIPING CONNECTIONS TO THE SYSTEM. 28. FLOODPROOFING -PLUMBING SYSTEMS AND EQUIPMENT IN STRUCTURES ERECTED IN AREAS PRONE TO FLOODING SHALL BE CONSTRUCTED IN SUCH A MANNER THAT THE COMPONENTS OF THE SYSTEM SHALL BE CAPABLE OF RESISTING HYDROSTATIC LOADS AND STRESSES IN THE EVENT OF FLOODING. 29. EXISTING SITE UTILITIES -UNDERGROUND UTILITY LOCATIONS ARE NOT GUARANTEED, NOR IS THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES, WHETHER FUNCTIONAL OR ABANDONED, WITHIN THE PROJECT AREA ARE SHOWN. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL DAMAGES RESULTING FROM THE CONTRACTOR'S WORK. GENERAL NOTES: PLUMBING FIXTURE OR FIXTURE FITTING LAVATORY, PRIVATE 1.5 GPM AT 60 PSI LAVATORY, PUBLIC (METERING)0.25 GALLON PER METERING CYCLE LAVATORY, PUBLIC (OTHER THAN METERING)0.5 GPM AT 60 PSI SHOWER HEAD 2.5 GPM AT 80 PSI SINK FAUCET 1.8 GPM AT 60 PSI URINAL 1.0 GALLON PER FLUSHING CYCLE WATER CLOSET 1.6 GALLONS PER FLUSHING CYCLE MAXIMUM FLOW RATE OR QUANTITY NOTES: 1.HAND-HELD SHOWER SPRAY IS A SHOWER HEAD. 2.CONSUMPTION TOLERANCES SHALL BE DETERMINED FROM REFERENCED STANDARDS. 3.REFER TO PLUMBING FIXTURE SCHEDULES FOR ACTUAL FLOW RATES TO BE PROVIDED. MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES (VERMONT PLUMBING CODE 2021 -TABLE 604.4) PLUMBING LEGEND SYMBOLS DESCRIPTION ROOF DRAIN (RD) FLOOR DRAIN (FD) BALL VALVES PIPE DOWN/DROP PIPE UP/RISE WALL PLATE CLEANOUT FLOOR PLATE CLEANOUT FD RD FCO WCO NEW CONNECTON POINT DISCONNECTION POINT PIPE HANGER SCHEDULE (VERMONT PLUMBING CODE 2021 -TABLE 308.5) MATERIAL MAX. HORIZONTAL SPACING (FT) CAST IRON PIPE COPPER TUBING, 1-1/4" DIAMETER AND SMALLER COPPER TUBING, 1-1/2" DIAMETER AND LARGER CPVC TUBING, 1" DIAMETER AND SMALLER CPVC TUBING, 1-1/4" DIAMETER AND LARGER STEEL PIPE PVC PIPE 5 6 10 3 4 12 4 MAX. VERTICAL SPACING (FT) 15 10 10 10 10 15 10 NOTES 1 2 2 2 NOTES: 1. MAXIMUM HORIZONTAL SPACING OF CAST IRON HANGERS SHALL BE INCREASED TO 10 FEET WHERE 10-FOOT LENGTHS OF PIPE ARE INSTALLED. 2. MID-STORY GUIDE FOR SIZES 2" AND SMALLER. OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IIIITTTT IIIISSSS AAAA VVVVIIIIOOOOLLLLAAAATTTTIIIIOOOONNNN OOOOFFFF LLLLAAAAWWWW FFFFOOOORRRR AAAANNNNYYYY PPPPEEEERRRRSSSSOOOONNNN,,,, UUUUNNNNLLLLEEEESSSSSSSS TTTTHHHHEEEEYYYY AAAARRRREEEE AAAACCCCTTTTIIIINNNNGGGG UUUUNNNNDDDDEEEERRRR TTTTHHHHEEEE DDDDIIIIRRRREEEECCCCTTTT DDDDIIIIRRRREEEECCCCTTTTIIIIOOOONNNN OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR,,,, TTTTOOOO AAAALLLLTTTTEEEERRRR AAAANNNN IIIITTTTEEEEMMMM IIIINNNN AAAANNNNYYYY WWWWAAAAYYYY.... IIIIFFFF AAAANNNN IIIITTTTEEEEMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG TTTTHHHHEEEE SSSSTTTTAAAAMMMMPPPP OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL IIIISSSS AAAALLLLTTTTEEEERRRREEEEDDDD,,,, TTTTHHHHEEEE AAAALLLLTTTTEEEERRRRIIIINNNNGGGG EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR SSSSHHHHAAAALLLLLLLL SSSSTTTTAAAAMMMMPPPP TTTTHHHHEEEE DDDDOOOOCCCCUUUUMMMMEEEENNNNTTTT AAAANNNNDDDD IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHEEEE NNNNOOOOTTTTAAAATTTTIIIIOOOONNNN """"AAAALLLLTTTTEEEERRRREEEEDDDD BBBBYYYY"""" FFFFOOOOLLLLLLLLOOOOWWWWEEEEDDDD BBBBYYYY TTTTHHHHEEEEIIIIRRRR SSSSIIIIGGGGNNNNAAAATTTTUUUURRRREEEE,,,, TTTTHHHHEEEE DDDDAAAATTTTEEEE OOOOFFFF SSSSUUUUCCCCHHHH AAAALLLLTTTTEEEERRRRAAAATTTTIIIIOOOONNNN,,,, AAAANNNNDDDD AAAA SSSSPPPPEEEECCCCIIIIFFFFIIIICCCC DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN OOOOFFFF THE ALTERATION.THE ALTERATION.THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 12" = 1'-0" Author Designer Checker 02/29/24 PLUMBING GENERAL INFORMATION P-000 NO. DATE DESCRIPTION BACKFLOW PREVENTER SCHEDULE GENERAL UNIT INFORMATION ACCESSORIES NOTES LABEL LOCATION TYPE SERVICE SIZE (IN)MAX. PRESSURE RATING (PSI) MANUFACTURER MODEL NUMBER BFP-1 FIRE PROTECTION 189 REDUCED PRESSURE ZONE ASSEMBLY DOMESTIC WATER SERVICE 3 175 WATTS 994 AKG-P AIR GAP BFP-2 MECHANICA L 173 REDUCED PRESSURE ZONE ASSEMBLY HEATING SYSTEM MAKEUP 1-1/4 175 WATTS 909-EL-C AIR GAP NOTES:1. LF944-QT LF909-QT DOMESTIC WATER HEATER SCHEDULE GENERAL UNIT PERFORMANCE ELECTRICAL REQUIREMENTS DESIGN BASIS LABEL LOCATION TYPE HEAT SOURCE OUTPUT TEMP. (DEG F) RECOVERY CAPACITY (GPH) STORAGE (GALLONS) POWER (kw)VOLTS PHASE Hz MANUFACTURER LINE NOTES DWH-1 BOILER ROOM TANK STYLE ELECTRICITY 120 70 68 50 12 208 3 60 AO SMITH DURA-POWER NOTES: RECOVERY TEMP. RISE (DEG F)MODEL DEN-52 DOMESTIC WATER SUPPLY ACCESSORIES GENERAL UNIT PERFORMANCE NOTES TAG DESCRIPTION ACCESS DESIGNATION MANUFACTURER MODEL NUMBER CWS SIZE HWS SIZE PRESSURE RANGE ( PSI ) WHA-X WATER HAMMER ARRESTER N/A PRECISION PLUMBING PRODUCTS SC-SERIES VARIES N/A (-X) SUFFIX ON PLANS CORRESPONDS TO PDI SIZE OF UNIT HB-1 N/A WATTS HY-725 3/4"N/AHOSE BIBB, NON-FREEZE, WITH WALL BOX NICKEL BRONZE BOX FACE, WALL CLAMP TO MATCH WALL THICKNESS HB-2 N/A WATTS HY-330 3/4"N/A HOSE BIBB, MILD CLIMATE, WITH WALL BOX NICKEL BRONZE BOX FACE 0-200 MIX-1 MIXING VALVE N/A 1"1"1-1/4" OUTLET. 110 DEGREE F OUTLET TEMPERATURE.BRADLEY S59-2045 PRV-1 PRESSURE REDUCING VALVE N/A 3"N/AWATTSLF223F DRINKING FOUNTAIN SCHEDULE GENERAL TAG MATERIALACCESSIBILITY DESIGNATION MANUFACTURER MODEL CWS SIZE DRAIN SIZE VENT SIZE MINIMUM SUPPLY PRESSURE ( PSI ) EWC-1 STAINLESS STEEL ADA, DUAL-LEVEL WITH BOTTLE FILLER ELKAY LZSTL8WSLK 1/2"1-1/4"1-1/4"25MCGUIRE8872MCGUIREH2166CC NOTES: BOWL MANUFACTURER MODEL TRAP MANUFACTURER MODEL SUPPLIES/STOPS UNIT CONNECTIONS NOTES MOUNTING WALL EMERGENCY FIXTURE SCHEDULE TAG BOWL MATERIALACCESSIBILI TY DESIGNATIO N MANUFACTURER MODEL EW-1 PLASTICNON-ADA BRADLEY S19-224-0A1B0AA 0P 41"THERMOSTATIC SPRAY HEIGHT MIXING VALVE CWS SIZE MOUNTING WALL MOUNTED OUTLET SIZEHWS SIZE 1/2"1/2"1/2" SUPPLY SIZE DRAIN SIZE 1/2"1-1/4" MANUFACTURER MODEL BRADLEY ANTI-SCALD OPTION NOTES EXPANSION TANK SCHEDULE GENERAL UNIT CHARACTERISTICS UNIT INFORMATION LABEL LOCATION TYPE SERVICE TANK VOL. (GAL)MANUFACTURER MODEL NUMBER NOTESDIA. (IN)HT (IN)CONN (IN) ET-1 VARIOUS INLINE DOMESTIC HOT WATER 10 34 3/4 WESSELS TXA-35 - NOTES:1. 12 LAVATORY SCHEDULE GENERAL TAG MATERIALACCESSIBILITY DESIGNATION MANUFACTURER MODEL CWS SIZE HWS SIZE DRAIN SIZE VENT SIZE MINIMUM SUPPLY PRESSURE ( PSI ) MANUFACTURER MODEL BOWL FAUCET MANUFACTURER MODEL CARRIER MANUFACTURER MODEL TRAP MANUFACTURER MODEL INSULATION/COVERS MANUFACTURER MODEL TAILPIECE MANUFACTURER MODEL SUPPLIES/STOPS UNIT CONNECTIONS NOTES COLORMOUNTING NOTES: L-1 N/A 1/2"1-1/2"1-1/4"25CHICAGO1100- G2E35-317AB MCGUIRE PW2150WCPRO MCGUIRE PW2150WCPROMCGUIREPW2150WCPROMCGUIRE2165VITREOUS CHINA KOHLER KINGSTON K-2006 WHITEWALL MOUNTADA WATTS CA-411 -- PUMP SCHEDULE GENERAL UNIT PERFORMANCE UNIT INFORMATION LABEL LOCATION TYPE SERVICE FLOW (GPM) HEAD (FT)MANUFACTURER MODEL NUMBER NOTESSPEED (RPM)H.P.VOLTS PHASE Hz NOTES: CP-1 JANITOR'S CLOSET IN-LINE DOMESTIC HOT WATER 2 10 3450 115 1 60 BELL AND GOSSETT NBF-25 --1/3 SANITARY/STORM DRAINAGE ACCESSORIES NOTESTAGDESCRIPTIONMANUFACTURERMODELDRAIN SIZE FCO-1 FLOOR CLEANOUT WATTS CO-1200-R SEE PLANS, 4" MAX CO-1 LINE CLEANOUT CHARLOTTE PVC PART 105X SEE PLANS, 4" MAX NOTES: 1. PROVIDE LINE SIZE FLOOR CLEANOUT UP TO 4" PIPE SIZE. FOR PIPE SIZE GREATER THAN 4", TRANSITION TO 4" PIPE AT RISER TO FCO. 2. PROVIDE WITH 3/4 GRATE. 3. -X REFERS TO THE CONNECTION SIZE. (I.E. 100C4 = 4" CONNECTION). 4. PROVIDE INLINE FLOW SENSOR IN OVERFLOW STORM PIPING EXITING ROOF DRAIN (RD-1). WIRE SENSOR TO ALARM. 1 WCO-1 WALL CLEANOUT SEE PLANS, 4" MAXWATTSCO-460-RD DSN-1 DOWNSPOUT NOZZLE 6"WATTS RD-946 RD-1 DUAL OUTLET ROOF DRAIN PER PLANSFROET100CX 3 RD-2 ROOF DRAIN WATTS RD-20X PER PLANS 3 RDA-X FROET 7000 SERIES 4ROOF DRAIN ALARM WATER CLOSET SCHEDULE GENERAL UNIT CONNECTIONS TAG MOUNTING ACCESS DESIGNATION MANUFACTURER MODEL FLUSH VOLUME (GPF) SUPPLY SIZE DRAIN SIZE VENT SIZE MINIMUM SUPPLY PRESSURE ( PSI ) COLOR MANUFACTURER MODEL MANUFACTURER MODEL COLOR MANUFACTURER MODEL CARRIERSEATFLUSH VALVEBOWL NOTES WC-1 ADA 1.28 1"4"2"25BEMIS3155SSCWHITEWHITEKOHLERK-4325 SLOAN ROYAL 111-1.28WALL - TOP SPUD WATTS ISCA-121 1 NOTES: 1. DESIGNED FOR STANDARD CHASE DEPTH. SINK SCHEDULE GENERAL TAG MATERIALACCESSIBILITY DESIGNATION MANUFACTURER MODEL CWS SIZE HWS SIZE DRAIN SIZE VENT SIZE MINIMUM SUPPLY PRESSURE ( PSI ) MOP SINK ACCESSORIES: 1. HOSE AND HOSE HOLDER: MUSTEE 65.700. 2. MOP HANGER: MUSTEE 65.600. 3. BUMPER GUARDS: MUSTEE 63.403 AND 65.404 -ONE EACH. 4. WALL GUARDS: MUSTEE 67.2346. MSB-1 POLYMER RESINNON-ADA MUSTEE 65M 1/2"1/2"3"N/A 25MUSTEE63.600A N/A N/A N/A N/AN/A N/AN/A N/A MANUFACTURER MODEL BOWL FAUCET MANUFACTURER MODEL TRAP MANUFACTURER MODEL INSULATION/COVERS MANUFACTURER MODEL TAILPIECE MANUFACTURER MODEL SUPPLIES/STOPS UNIT CONNECTIONS NOTES DEPTH 10" MOUNTING FLOOR SEE ACCESSORY LIST BELOW S-1 STAINLESS STEELADA ELKAY LUSTERTONE ELUHAD211555 1/2"1/2"1-1/2"1-1/4"25MOEN8792MCGUIRE8912CNCELKAYLK35MCGUIRE21655.5"COUNTER UNDERMOUNT BRADLEY LD-TRAP WS-1 POLYMER RESINNON-ADA MUSTEE UTILITUB 18F 1/2"1/2"1-1/2"1-1/2"25MUSTEE93.600 ADVANCE TABCO K-26MCGUIRE216514"FREE-STANDING ON LEGS N/A N/AMCGUIRE8912CNC OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IIIITTTT IIIISSSS AAAA VVVVIIIIOOOOLLLLAAAATTTTIIIIOOOONNNN OOOOFFFF LLLLAAAAWWWW FFFFOOOORRRR AAAANNNNYYYY PPPPEEEERRRRSSSSOOOONNNN,,,, UUUUNNNNLLLLEEEESSSSSSSS TTTTHHHHEEEEYYYY AAAARRRREEEE AAAACCCCTTTTIIIINNNNGGGG UUUUNNNNDDDDEEEERRRR TTTTHHHHEEEE DDDDIIIIRRRREEEECCCCTTTT DDDDIIIIRRRREEEECCCCTTTTIIIIOOOONNNN OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR,,,, TTTTOOOO AAAALLLLTTTTEEEERRRR AAAANNNN IIIITTTTEEEEMMMM IIIINNNN AAAANNNNYYYY WWWWAAAAYYYY.... IIIIFFFF AAAANNNN IIIITTTTEEEEMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG TTTTHHHHEEEE SSSSTTTTAAAAMMMMPPPP OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL IIIISSSS AAAALLLLTTTTEEEERRRREEEEDDDD,,,, TTTTHHHHEEEE AAAALLLLTTTTEEEERRRRIIIINNNNGGGG EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR SSSSHHHHAAAALLLLLLLL SSSSTTTTAAAAMMMMPPPP TTTTHHHHEEEE DDDDOOOOCCCCUUUUMMMMEEEENNNNTTTT AAAANNNNDDDD IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHEEEE NNNNOOOOTTTTAAAATTTTIIIIOOOONNNN """"AAAALLLLTTTTEEEERRRREEEEDDDD BBBBYYYY"""" FFFFOOOOLLLLLLLLOOOOWWWWEEEEDDDD BBBBYYYY TTTTHHHHEEEEIIIIRRRR SSSSIIIIGGGGNNNNAAAATTTTUUUURRRREEEE,,,, TTTTHHHHEEEE DDDDAAAATTTTEEEE OOOOFFFF SSSSUUUUCCCCHHHH AAAALLLLTTTTEEEERRRRAAAATTTTIIIIOOOONNNN,,,, AAAANNNNDDDD AAAA SSSSPPPPEEEECCCCIIIIFFFFIIIICCCC DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN OOOOFFFF THE ALTERATION.THE ALTERATION.THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 12" = 1'-0" Author Designer Checker 02/29/24 PLUMBING SCHEDULES P-001 NO. DATE DESCRIPTION ALL SCHEDULES ARE PLACEHOLDERS AS SCOPE IS FINALIZED AVIATION HANGAR 150 AVIATION SHOPS 132 BTC SHOPS 116 ELECTRIC SERVICE ENTRY 103 ENTRY VESTIBULE 101 WATER SERVICE AND FIRE PUMPS 102 CATERING KITCHEN / KITCHENETTE 115 ENTRY COMMONS / BUS WAITING 110 OFFICE 113 OFFICE 111 BTC PROGRAM CLASSROOM 121 AM - CONDITIONED TOOLS 116.3 STORAGE 116.2 RR 122 RR 124 JC 126 SIMULATOR AND SAMPLES 132.1 CORRIDOR 120 ADV. MAN. CLASSROOM 123 AVIATION CLASSROOM 133CORRIDOR 130 STORAGE 132.2 PAINT BOOTH 132.3 BATTERY 132.4 BATTERY 132.5 JC 135 RESTROOM 138 RESTROOM 136 REFERENCE 139 OFFICE AND RECORDS 141 OFFICE 143 ADULT AVIATION CLASSROOM 144 1413121110987654321 I H G F E D C B A P-200 1 P-200 2 3 OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IIIITTTT IIIISSSS AAAA VVVVIIIIOOOOLLLLAAAATTTTIIIIOOOONNNN OOOOFFFF LLLLAAAAWWWW FFFFOOOORRRR AAAANNNNYYYY PPPPEEEERRRRSSSSOOOONNNN,,,, UUUUNNNNLLLLEEEESSSSSSSS TTTTHHHHEEEEYYYY AAAARRRREEEE AAAACCCCTTTTIIIINNNNGGGG UUUUNNNNDDDDEEEERRRR TTTTHHHHEEEE DDDDIIIIRRRREEEECCCCTTTT DDDDIIIIRRRREEEECCCCTTTTIIIIOOOONNNN OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR,,,, TTTTOOOO AAAALLLLTTTTEEEERRRR AAAANNNN IIIITTTTEEEEMMMM IIIINNNN AAAANNNNYYYY WWWWAAAAYYYY.... IIIIFFFF AAAANNNN IIIITTTTEEEEMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG TTTTHHHHEEEE SSSSTTTTAAAAMMMMPPPP OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL IIIISSSS AAAALLLLTTTTEEEERRRREEEEDDDD,,,, TTTTHHHHEEEE AAAALLLLTTTTEEEERRRRIIIINNNNGGGG EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR SSSSHHHHAAAALLLLLLLL SSSSTTTTAAAAMMMMPPPP TTTTHHHHEEEE DDDDOOOOCCCCUUUUMMMMEEEENNNNTTTT AAAANNNNDDDD IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHEEEE NNNNOOOOTTTTAAAATTTTIIIIOOOONNNN """"AAAALLLLTTTTEEEERRRREEEEDDDD BBBBYYYY"""" FFFFOOOOLLLLLLLLOOOOWWWWEEEEDDDD BBBBYYYY TTTTHHHHEEEEIIIIRRRR SSSSIIIIGGGGNNNNAAAATTTTUUUURRRREEEE,,,, TTTTHHHHEEEE DDDDAAAATTTTEEEE OOOOFFFF SSSSUUUUCCCCHHHH AAAALLLLTTTTEEEERRRRAAAATTTTIIIIOOOONNNN,,,, AAAANNNNDDDD AAAA SSSSPPPPEEEECCCCIIIIFFFFIIIICCCC DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN OOOOFFFF THE ALTERATION.THE ALTERATION.THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 1/8" = 1'-0" Author Designer Checker 02/29/24 PLUMBING FLOOR PLAN P-100 NO. DATE DESCRIPTION 1/8" = 1'-0"P-100 1 GROUND LEVEL CATERING KITCHEN / KITCHENETTE 115 ENTRY COMMONS / BUS WAITING 110 OFFICE 113 OFFICE 111 BTC PROGRAM CLASSROOM 121 AM - CONDITIONED TOOLS 116.3 STORAGE 116.2 RR 122 RR 124 JC 126 SIMULATOR AND SAMPLES 132.1 CORRIDOR 120 ADV. MAN. CLASSROOM 123 AVIATION CLASSROOM 133 STORAGE 132.2 PAINT BOOTH 132.3 BATTERY 132.4 BATTERY 132.5 JC 135 RESTROOM 138 RESTROOM 136 1211109876 D C B A 2" CWS 4" SAN 3/ 4 " C W S 3/ 4 " C W S 1/ 2 " H W S 3/4" HWS 2" CWS 1/2" HWR 4" SAN 1/ 2 " H W R 3/ 4 " H W S 1 1 / 2 " C W S 1 1 / 2 " C W S 3/ 4 " H W S 2" S A N 1/ 2 " C W S 1/ 2 " H W S 1/2" HWS 1/2" CWS 3" SAN 1 1/2" CWS 1/2" CWS 1/2" HWS 2" S A N 1/ 2 " C W S 1/ 2 " H W S 1/2" HWS 1/2" CWS 2" SAN2" SAN2" SAN4" SAN 4" SAN 2" CWS 3/4" HWS 1/2" HWR 4" SAN 3" S A N 2" C W S 3/ 4 " H W S 1/ 2 " H W R 1 1/2" CWS 1/2" HWR 1/2" HWS 3" S A N 2" S A N3" SAN3/4" HWS 2" CWS 1/ 2 " C W S 1/ 2 " H W S 2" S A N 2" S A N 2" C W S AVIATION SHOPS 132 BTC SHOPS 116 CORRIDOR 130 AVIATION HANGAR 150 ENTRY VESTIBULE 101 WATER SERVICE AND FIRE PUMPS 102 1413 B A P-200 2" CWS 3 GROUND LEVEL 0" GROUND LEVEL 0' -0" 1413 GROUND LEVEL 0' -0" OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IIIITTTT IIIISSSS AAAA VVVVIIIIOOOOLLLLAAAATTTTIIIIOOOONNNN OOOOFFFF LLLLAAAAWWWW FFFFOOOORRRR AAAANNNNYYYY PPPPEEEERRRRSSSSOOOONNNN,,,, UUUUNNNNLLLLEEEESSSSSSSS TTTTHHHHEEEEYYYY AAAARRRREEEE AAAACCCCTTTTIIIINNNNGGGG UUUUNNNNDDDDEEEERRRR TTTTHHHHEEEE DDDDIIIIRRRREEEECCCCTTTT DDDDIIIIRRRREEEECCCCTTTTIIIIOOOONNNN OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR,,,, TTTTOOOO AAAALLLLTTTTEEEERRRR AAAANNNN IIIITTTTEEEEMMMM IIIINNNN AAAANNNNYYYY WWWWAAAAYYYY.... IIIIFFFF AAAANNNN IIIITTTTEEEEMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG TTTTHHHHEEEE SSSSTTTTAAAAMMMMPPPP OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL IIIISSSS AAAALLLLTTTTEEEERRRREEEEDDDD,,,, TTTTHHHHEEEE AAAALLLLTTTTEEEERRRRIIIINNNNGGGG EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR SSSSHHHHAAAALLLLLLLL SSSSTTTTAAAAMMMMPPPP TTTTHHHHEEEE DDDDOOOOCCCCUUUUMMMMEEEENNNNTTTT AAAANNNNDDDD IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHEEEE NNNNOOOOTTTTAAAATTTTIIIIOOOONNNN """"AAAALLLLTTTTEEEERRRREEEEDDDD BBBBYYYY"""" FFFFOOOOLLLLLLLLOOOOWWWWEEEEDDDD BBBBYYYY TTTTHHHHEEEEIIIIRRRR SSSSIIIIGGGGNNNNAAAATTTTUUUURRRREEEE,,,, TTTTHHHHEEEE DDDDAAAATTTTEEEE OOOOFFFF SSSSUUUUCCCCHHHH AAAALLLLTTTTEEEERRRRAAAATTTTIIIIOOOONNNN,,,, AAAANNNNDDDD AAAA SSSSPPPPEEEECCCCIIIIFFFFIIIICCCC DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN OOOOFFFF THE ALTERATION.THE ALTERATION.THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 1/4" = 1'-0" Author Designer Checker 02/29/24 ENLARGED GROUND FLOOR PLANS AND ELEVATIONS P-200 NO. DATE DESCRIPTION 1/4" = 1'-0"P-200 1 ENLARGED GROUND FLOOR PLAN 1/4" = 1'-0"P-200 2 WATER SERVICE ROOM PLAN 1/4" = 1'-0"P-200 3 WATER SERVICE ELEVATION ROOM-BY-ROOM DESCRIPTION: 102 –WATER SERVICE AND FIRE PUMPS • 2”DOMESTIC WATER TAP FROM 6”COMBINED SERVICE. • 2”WATER METER. • 2”DOUBLE-CHECK VALVE BACKFLOW PREVENTER. • TWO FLOOR DRAINS WITH MECHANICAL TRAP SEALS. 110 –ENTRY COMMONS/BUS WAITING; 130 CORRIDOR • BI-LEVEL, ADA-COMPLIANT ELECTRIC WATER COOLER WITH TOUCH-FREE BOTTLE FILLER. 115 –CATERING KITCHEN/KITCHETTE • SINK • STAINLESS STEEL SINK (DUAL-BOWL) • SINGLE LEVER FAUCET. • HOT AND COLD SUPPLIES WITH POINT OF USE MIXING VALVE. • DISHWASHER –RESIDENTIAL STYLE • SUPPLY AND DRAIN THROUGH SINK • HAND SINK • STAINLESS STEEL HAND SINK • DUAL LEVER HANDLES • WASH SINK • THREE-BOWL STAINLESS STEEL SINK. • TWO DUAL-LEVER FAUCETS • DISCHARGE THROUGH ABOVE-FLOOR GREASE INTERCEPTOR. • FLOOR DRAIN. 116 –BTC LAB; 132 –AVIATION SHOPS • SINK • FREE-STANDING, MOLDED STONE SINK • DECK MOUNTED FAUCET. • OIL-WATER SEPARATOR • ABOVE-FLOOR OIL-WATER TO TREAT DISCHARGE FROM SINK. • EMERGENCY WASH STATION • DRENCH SHOWER AND EYE/FACE WASH • WASH STATION WATER HEATER • DEDICATED WATER HEATER WITH PRE-SET MIXING VALVE TO DISCHARGE TEPID WATER TO WASH STATION. • FLOOR DRAIN –EXISTING FLOOR DRAINS TO BE UTILIZED TO ELIMINATE SAWCUTTING OF 11”SLAB. • EQUIPMENT CONNECTIONS: LOCATIONS TO BE DETERMINED. • WATER FOR LASER CUTTER. • COMPRESSED AIR DROPS. 122/124/136/138–RESTROOM • WATER CLOSET: • WALL-MOUNTED, VITREOUS CHINA, ELONGATED BOWL, ADA COMPLIANT. • OPEN-FRONT SOLID PLASTIC SEAT WITH SELF-SUSTAINING HINGE, LESS COVER. • SENSOR-OPERATED, HARD-WIRED FLUSH VALVE. • LAVATORY • WALL-MOUNTED, VITREOUS CHINA BOWL WITH IN -WALL CARRIER. ADA COMPLIANT, NOT ELONGATED WHEELCHAIR STYLE. • SENSOR-OPERATED, HARD-WIRED FAUCET, WITH ANTI-SCALD MIXING VALVE. • FLOOR DRAIN: • ROUND FLOOR DRAIN WITH MECHANICAL TRAP SEAL. 126/135 –JANITOR’S CLOSET • MOP SINK • RECESSED, STAINLESS STEEL MOP SINK • WALL MOUNTED FAUCET WITH VACUUM BREAKER. • MOP HANGER • HOSE HANGER • STAINLESS STEEL WALL GUARDS. • DOMESTIC WATER HEATER (ROOM 135 ONLY) • ELECTRIC WATER HEATER TO SERVICE SINKS AND LAVATORIES. • DOMESTIC HOT WATER RECIRCULATION PUMP WITH AQUASTAT AND TIMER. • DOMESTIC WATER THERMAL EXPANSION TANK. VARIES WITH PIPE DEPTH 6" M I N . 6" M I N . VA R I E S UNDISTURBED 6" SAND BEDDING UNDERGROUND PIPE, SIZE PER DRAWINGS. 6" SAN BEDDING PEASTONE FILLED, LEVELED TO BOTTOM OF EXISTING CONCRETE 3500 PSI CONCRETE FLOOR, DEPTH TO MATCH EXISTING. #4x12" DOWEL AT 18" O.C. WITH HILTY HY200 ADHESIVE ANCHOR. 6" EMBEDMENT. #4 DOWEL. LENGTH 4" LESS THEN TRENCH WIDTH. TIE TO EMBEDDED DOWEL. EXISTING CONCRETE FLOOR NOTE: TYPICAL FOR ALL PIPING EXCAVATION. FOR PIPING REMOVAL WITHOUT NEW INSTALLATION, BACKFILL ENTIRE EXCAVATION WITH PEASTONE. 1/2" CWS1/2" HWS MIXING VALVE (MIX-1) 1/2" TWS THERMOMETER WELL ENLARGE PIPING FOR THERMOMETER WELL BALANCING VALVE HWR BRANCH UNION BALL VALVE CHECK VALVE HOT WATER RETURN MAIN DIRT LEG CLEANOUT WELDED TO PIPE CAP AT BASE OF DROP. INSTALL THREADED CAP AT END OF CLEANOUT PIPE. PROVIDE 1" DIAMETER DIRT LEG CLEANOUT FOR 2-1/2" & 3" DROPS AND 2" DIAMETER DIRT LEG CLEANOUT FOR 4" & LARGER DROP SIZES. WELDED DIRT LEG, DIRT LEG SHALL BE FULL SIZE OF PIPE DROP. INSTALL WELDED CAP AT BASE OF DROP, DIRT LEG SHALL BE 3 PIPE DIAMETERS LONG. TEE FITTING, TEE SHALL BE FULL SIZE OF PIPE DROP LUBRICATED PLUG VALVE, VALVE SHALL BE FULL SIZE OF PIPE DROP GAS DROP, PIPE SIZE AS INDICATED ON PLANSWELDED REDUCING FITTING, DROP SIDE OF REDUCING FITTING SHALL BE FULL SIZE OF PIPE DROP UNION FOR 2" AND SMALLER EQUIPMENT CONNECTIONS AND WELDED FLANGES FOR 2 1/2" AND LARGER EQUIPMENT CONNECTIONS. COORDINATE WITH MECHANICAL CONTRACTOR FOR FINAL EQUIPMENT CONNECTION SIZE. CONNECT TO GAS FIRED EQUIPMENT, OFFSET PIPE TO SUIT EQUIPMENT CONNECTION ELEVATION ABOVE FLOOR ADJUSTABLE PIPE SUPPORT WITH SADDLE AND U-BOLT MAINTAIN 4" CLEAR ABOVE FLOOR FOR REMOVAL OF CAP BOILER ROOM FLOOR CEILING LAVATORY OR SINK AS LABELED ON PLANS. MECHANICAL MIXING VALVE SET @ 110°F HW SUPPLY FLOOR CW SUPPLY WATER CLOSET MOUNT 16" A.F.F. TO BOTTOM EDGE TO ALLOW CLEARANCE FOR STANDARD SIZED MOP BUCKET NOTES: REFER TO PLUMBING DRAWINGS FOR EXACT LOCATION OF WALL HYDRANTIN GANG BATHROOMS. 1" TEMPERED WATER SUPPLY 8" DIA EMERGENCY HEAD EDGE OF WALL STRAPS BOTTOM OF TEE PLUGGED 1 1/2" WASTE TEE TO FLOOR DRAIN BOTTOM OF TEE PLUGGED 37" SUPPORT AS REQUIRED PULL ROD AND 1" BALL VALVE SAFETY SIGN ALTERNATE SUPPLY (PLUG) EYE WASH PADDLE HANDLE BALL VALVE 1 1/2" DRAIN FLOOR 9" DIA FLANGE CUT TO FIT WALL NOTES: 1. LOCATIONS FOR TEMPERED WATER MIXING VALVE ARE AS SHOWN IN PLAN 7'-0" 48 " M A X 36 " M A X 25 " 2' -0" 1/4" PIPING DIAMETERS 5 PIPE PRESSURE GAUGE (PG-1) PETCOCK, TYP FOR 2 CIRCULATION PUMP DIAMETERS 10 PIPE HWR THERMOMETER (T-1) BALANCE VALVE .. TIME CLOCK (TC-1) AQUASTAT AND WELL (AQ-1 OR AQ-2) LINE VOLTAGE BY E.C. LINE VOLTAGE BY E.C. LINE VOLTAGE BY E.C. SEQUENCE OF OPERATIONS: CIRCULATION PUMP SHALL ENERGIZE BASED ON THE STATUS OF THE TIME CLOCK (TC-1) AND AQUASTAT (AQ-1 OR AQ-2, AS LABELED. TIME CLOCK (TC-1) SHALL BE PROGRAMMED TO OPERATE THE PUMP FROM A PERIOD OF TIME STARTING ONE HOUR BEFORE BUILDING OCCUPATION AND TERMINATED AT THE TIME THAT THE BUILDING BECOMES UNOCCUPIED. THESE TIMES SHALL BE COORDINATED WITH THE BUILDING OCCUPANT PRIOR TO SUBSTANTIAL COMPLETION OF THE PROJECT. AQUASTAT (AQ-1 OR AQ-2) SHALL ENERGIZE THE PUMP WHEN THE FLUID TEMPERATURE IS 100 DEGREES F BELOW DESIRED SETPOINT. MODIFY THIS FOR SYSTEMS OPERATING ARE TEMPERATURES GREATER THAN 110 DEGREE F) OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IIIITTTT IIIISSSS AAAA VVVVIIIIOOOOLLLLAAAATTTTIIIIOOOONNNN OOOOFFFF LLLLAAAAWWWW FFFFOOOORRRR AAAANNNNYYYY PPPPEEEERRRRSSSSOOOONNNN,,,, UUUUNNNNLLLLEEEESSSSSSSS TTTTHHHHEEEEYYYY AAAARRRREEEE AAAACCCCTTTTIIIINNNNGGGG UUUUNNNNDDDDEEEERRRR TTTTHHHHEEEE DDDDIIIIRRRREEEECCCCTTTT DDDDIIIIRRRREEEECCCCTTTTIIIIOOOONNNN OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR,,,, TTTTOOOO AAAALLLLTTTTEEEERRRR AAAANNNN IIIITTTTEEEEMMMM IIIINNNN AAAANNNNYYYY WWWWAAAAYYYY.... IIIIFFFF AAAANNNN IIIITTTTEEEEMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG TTTTHHHHEEEE SSSSTTTTAAAAMMMMPPPP OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL IIIISSSS AAAALLLLTTTTEEEERRRREEEEDDDD,,,, TTTTHHHHEEEE AAAALLLLTTTTEEEERRRRIIIINNNNGGGG EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR SSSSHHHHAAAALLLLLLLL SSSSTTTTAAAAMMMMPPPP TTTTHHHHEEEE DDDDOOOOCCCCUUUUMMMMEEEENNNNTTTT AAAANNNNDDDD IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHEEEE NNNNOOOOTTTTAAAATTTTIIIIOOOONNNN """"AAAALLLLTTTTEEEERRRREEEEDDDD BBBBYYYY"""" FFFFOOOOLLLLLLLLOOOOWWWWEEEEDDDD BBBBYYYY TTTTHHHHEEEEIIIIRRRR SSSSIIIIGGGGNNNNAAAATTTTUUUURRRREEEE,,,, TTTTHHHHEEEE DDDDAAAATTTTEEEE OOOOFFFF SSSSUUUUCCCCHHHH AAAALLLLTTTTEEEERRRRAAAATTTTIIIIOOOONNNN,,,, AAAANNNNDDDD AAAA SSSSPPPPEEEECCCCIIIIFFFFIIIICCCC DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN OOOOFFFF THE ALTERATION.THE ALTERATION.THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 As indicated Author Designer Checker 02/29/24 PLUMBING DETAILS P-300 NO. DATE DESCRIPTION NOT TO SCALEP-300 1 INTERIOR PIPING TRENCH NOT TO SCALEP-300 2 POINT-OF-USE MIXING VALVE NTSP-300 4 DETAIL - HOT WATER BALANCING STATION NTSP-300 5 DETAIL - GAS DROP TO EQUIPMENT NTSP-300 6 DETAIL - FIXTURE - LAVATORY/SINK NTSP-300 7 DETAIL - FIXTURE - INTERIOR HOSE BIBB NTSP-300 8 DETAIL - EMERGENCY EYEWASH SHOWER NOT TO SCALEP-300 3 DETAIL - CIRCULATION PUMP - PIPE LARGER THAN 3/4" 1413121110987654321 I H G F E D C B A REMOVE WATER METER AND DOMESTIC WATER SERVICE PIPING. DISCONNECT, REMOVE, AND DISCARD LAVATORY AND ROUGH-IN. DISCONNECT, REMOVE, AND DISCARD WATER CLOSET AND ROUGH-IN. DISCONNECT, REMOVE, AND DISCARD SHOWERHEAD, CONTROLS, DRAIN, AND ROUGH-IN. DISCONNECT, REMOVE, AND DISCARD MOP SINK AND ROUGH-IN. DISCONNECT, REMOVE, AND DISCARD TWO URINALS AND ROUGH-IN. DISCONNECT, REMOVE, AND DISCARD WATER CLOSET AND ROUGH-IN. DISCONNECT, REMOVE, AND DISCARD SHOWERHEAD, CONTROLS, DRAIN, AND ROUGH-IN. DISCONNECT, REMOVE, AND SEMI- CIRCULAR LAVATORY AND ROUGH-IN. DISCONNECT, REMOVE, AND DISCARD URINAL AND ROUGH-IN. DISCONNECT, REMOVE, AND DISCARD FLOOR DRAIN STRAINER AND BODY. SAWCUT AND REMOVE FLOOR IN HATCHED AREA TO REMOVE UNDERGROUND SANITARY PIPING 3 7654321 B A DISCONNECT, REMOVE, AND DISCARD WATER HEATER AND ASSOCIATED PIPING. OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IIIITTTT IIIISSSS AAAA VVVVIIIIOOOOLLLLAAAATTTTIIIIOOOONNNN OOOOFFFF LLLLAAAAWWWW FFFFOOOORRRR AAAANNNNYYYY PPPPEEEERRRRSSSSOOOONNNN,,,, UUUUNNNNLLLLEEEESSSSSSSS TTTTHHHHEEEEYYYY AAAARRRREEEE AAAACCCCTTTTIIIINNNNGGGG UUUUNNNNDDDDEEEERRRR TTTTHHHHEEEE DDDDIIIIRRRREEEECCCCTTTT DDDDIIIIRRRREEEECCCCTTTTIIIIOOOONNNN OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR,,,, TTTTOOOO AAAALLLLTTTTEEEERRRR AAAANNNN IIIITTTTEEEEMMMM IIIINNNN AAAANNNNYYYY WWWWAAAAYYYY.... IIIIFFFF AAAANNNN IIIITTTTEEEEMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG TTTTHHHHEEEE SSSSTTTTAAAAMMMMPPPP OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL IIIISSSS AAAALLLLTTTTEEEERRRREEEEDDDD,,,, TTTTHHHHEEEE AAAALLLLTTTTEEEERRRRIIIINNNNGGGG EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR SSSSHHHHAAAALLLLLLLL SSSSTTTTAAAAMMMMPPPP TTTTHHHHEEEE DDDDOOOOCCCCUUUUMMMMEEEENNNNTTTT AAAANNNNDDDD IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHEEEE NNNNOOOOTTTTAAAATTTTIIIIOOOONNNN """"AAAALLLLTTTTEEEERRRREEEEDDDD BBBBYYYY"""" FFFFOOOOLLLLLLLLOOOOWWWWEEEEDDDD BBBBYYYY TTTTHHHHEEEEIIIIRRRR SSSSIIIIGGGGNNNNAAAATTTTUUUURRRREEEE,,,, TTTTHHHHEEEE DDDDAAAATTTTEEEE OOOOFFFF SSSSUUUUCCCCHHHH AAAALLLLTTTTEEEERRRRAAAATTTTIIIIOOOONNNN,,,, AAAANNNNDDDD AAAA SSSSPPPPEEEECCCCIIIIFFFFIIIICCCC DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN OOOOFFFF THE ALTERATION.THE ALTERATION.THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 1/8" = 1'-0" Author Designer Checker 02/29/24 PLUMBING DEMOLITION PLAN PD-100 NO. DATE DESCRIPTION 1/8" = 1'-0"PD-100 1 GROUND LEVEL - DEMOLITION 1/8" = 1'-0"PD-100 2 MEZZANINE DEMOLITION PLAN MV AV M N.O. N.C. C. N.C. F C. N.O. P P T P DN SD FSD T OR X"xX" D S FD HVAC LEGEND S DESCRIPTIONABBREVIATIONABBREVIATIONDESCRIPTIONDESCRIPTIONABBREVIATIONABBREVIATIONDESCRIPTION AAD AUTOMATIC DAMPER ACU AIR CONDITIONING UNIT AD ACCESS DOOR AFF ABOVE FINISH FLOOR AHU AIR HANDLING UNIT APD AIR PRESSURE DROP IN. WG ATU AIR TERMINAL UNIT AWT AVERAGE WATER TEMPERATURE BAS BUILDING AUTOMATION SYSTEM BDD BACK DRAFT DAMPER BFS BOILER FEED STATION BHP BRAKE HORSEPOWER BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNITS PER HOUR CFM CUBIC FEET PER MINUTE CU CONDENSING UNIT CUH CABINET UNIT HEATER D DIFFUSER db DRY BULB (°F) DDC DIRECT DIGITAL CONTROL DHW DOMESTIC HOT WATER DIA,ø DIAMETER DN DOWN DWG DRAWING DX DIRECT EXPANSION (E)EXISTING EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE (°F) EC ELECTRICAL CONTRACTOR EDB ENTERING DRY BULB EFF EFFICIENCY ESP EXTERNAL STATIC PRESSURE EWB ENTERING WET BULB (°F) EWT ENTERING WATER TEMPERATURE (°F) F FAN °F DEGREES FAHRENHEIT FA FREE AREA (SQ. FT.) FCU FAN COIL UNIT FD FIRE DAMPER (WITH ACCESS DOOR) FLA FULL LOAD AMPS FPI FINS PER INCH FPM FEET PER MINUTE FSD FIRE-SMOKE DAMPER (WITH ACCESS DOOR) FT or 'FEET (OF HEAD) FTR FIN TUBE RADIATION G GRILLE GAL GALLONS GC GENERAL CONSTRUCTION CONTRACTOR GPH GALLONS PER HOUR HP HORSEPOWER HWR HOT WATER RETURN HWS HOT WATER SUPPLY KW KILOWATTS L LOUVER LAT LEAVING AIR TEMPERATURE (°F) LBS POUNDS LD LOUVER/DAMPER LDB LEAVING DRY BULB LWB LEAVING WET BULB LWT LEAVING WATER TEMPERATURE (°F) MAX MAXIMUM MBH THOUSAND BTUH MC MECHANICAL CONTRACTOR MCA MINIMUM CIRCUIT AMPACITY MIN MINIMUM NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN NTS NOT TO SCALE OA OUTDOOR AIR PC PLUMBING CONTRACTOR PD PRESSURE DROP PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH UNIT HEATER VIBRATION ISOLATOR PIPING SYMBOLDESCRIPTIONPIPING SYMBOL 2-WAY CONTROL VALVE GLOBE VALVE TRIPLE DUTY VALVE OPEN BUTTERFLY VALVE GATE VALVE SOLENOID -ELECTRIC -ON/OFF DESCRIPTION PIPING RISE UNION CONNECTION BOTTOM PIPE CONNECTION TOP PIPE CONNECTION FLANGE CONNECTION PIPING DROP PIPING SYMBOL PRESSURE REDUCING VALVE CLOSED BUTTERFLY VALVE STRAINER BALANCE VALVE FUSIBLE LINK VALVE CIRCULATING PUMP PRESSURE GAUGE PRESSURE SENSOR AQUASTAT DESCRIPTIONMISC. SYMBOLS DIAL THERMOMETER PRESSURE SWITCH PIPE ANCHOR PIPE GUIDE PREMANUFACTURED EXPANSION LOOP FLEXIBLE CONNECTOR DIRECTION OF FLUID FLOW PITCH PIPING DOWN PIPE CAP/ PLUG PIPING REDUCER -CONCENTRIC PIPING REDUCER -ECCENTRIC VACUUM BREAKER MISC. SYMBOLS THERMOSTAT POINT OF CONNECTION/DISCONNECTION THERMOMETER CEILING GRILLE (G) CEILING DIFFUSER (D) REGISTER (R) LINEAR DIFFUSER (D) DESCRIPTION DOOR LOUVER OR UNDERCUT REMOVE EXISTING EQUIPMENT FIN TUBE RADIATION WITH ENCLOSURE FIN TUBE RADIATION BARE ELEMENT PRESSURE/TEMPERATURE PLUG MANUAL AIR VENT FLOW METER TEMPERATURE WELL BACKFLOW PREVENTER STEAM TRAP AUTOMATIC AIR VENT 3-WAY CONTROL VALVE (MIXING APPLICATION) (DIVERTING APPLICATION) 3-WAY CONTROL VALVE RELIEF VALVE CHECK VALVE BALL VALVE -CLOSED BALL VALVE -OPEN FLOW SWITCH DESCRIPTION AIR FLOW WALL REGISTER OR GRILLE - ROOF EXHAUST FAN NON-POWERED ROOF VENTILATOR DUCT SYMBOL CAPPED DUCT DESCRIPTION DUCT TRANSITION FROM RECTANGULAR TO ROUND FIRE/SMOKE DAMPER SMOKE DAMPER RECTANGULAR TO DUCT TRANSITION FROM RECTANGULAR SQUARE TO ROUND BRANCH DUCT RADIUS ELBOW (MIN R/W = 1.5) RECTANGULAR ELBOW WITH TURNING VANES MAKE UP WATER PUMPED DISCHARGE REFRIGERANT LIQUID GLYCOL WATER SUPPLY GLYCOL WATER RETURN REFRIGERANT SUCTION MU PD RL GWS DESCRIPTIONDUCT SYMBOL DUCT -DOWN -NEGATIVE PRESSURE DUCT -UP -NEGATIVE PRESSURE DUCT -DOWN -POSITIVE PRESSURE DUCT SIZE -FIRST FIGURE IS SIZE DUCT -UP -POSITIVE PRESSURE DUCT -UP THRU ROOF -POSITIVE PRESSURE DUCT -UP THRU ROOF -NEGATIVE PRESSURE SHOWN FLEXIBLE CONNECTION ACOUSTICALLY LINED DUCTWORK FLEXIBLE DUCT FIRE DAMPER VOLUME DAMPER DUCT SMOKE DETECTOR PIPING SYMBOLS ATV CD BBD ATMOSPHERIC VENT BOILER BLOW DOWN CONDENSATE DRAIN DESCRIPTION CHILLED WATER SUPPLY CHILLED WATER RETURN CHWS G HWS NATURAL GAS HOT WATER SUPPLY HOT WATER RETURN CAST IRON RADIATIONCIR GPM GALLONS PER MINUTE RV ROOF VENT SL SKYLIGHT UH UNIT HEATER RTU ROOF TOP UNIT MAU MAKE UP AIR UNIT UV UNIT VENTILATOR V VENT RA RETURN AIR / RELIEF AIR EF EXHAUST FAN MA MIXED AIR SCCV SELF CONTAINED CONTROL VALVE TEMPERATURE SENSOR HWR RS GWR CHWR EXISTING EQUIPMENT TO REMAIN NEW EQUIPMENT OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IIIITTTT IIIISSSS AAAA VVVVIIIIOOOOLLLLAAAATTTTIIIIOOOONNNN OOOOFFFF LLLLAAAAWWWW FFFFOOOORRRR AAAANNNNYYYY PPPPEEEERRRRSSSSOOOONNNN,,,, UUUUNNNNLLLLEEEESSSSSSSS TTTTHHHHEEEEYYYY AAAARRRREEEE AAAACCCCTTTTIIIINNNNGGGG UUUUNNNNDDDDEEEERRRR TTTTHHHHEEEE DDDDIIIIRRRREEEECCCCTTTT DDDDIIIIRRRREEEECCCCTTTTIIIIOOOONNNN OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR,,,, TTTTOOOO AAAALLLLTTTTEEEERRRR AAAANNNN IIIITTTTEEEEMMMM IIIINNNN AAAANNNNYYYY WWWWAAAAYYYY.... IIIIFFFF AAAANNNN IIIITTTTEEEEMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG TTTTHHHHEEEE SSSSTTTTAAAAMMMMPPPP OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL IIIISSSS AAAALLLLTTTTEEEERRRREEEEDDDD,,,, TTTTHHHHEEEE AAAALLLLTTTTEEEERRRRIIIINNNNGGGG EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR SSSSHHHHAAAALLLLLLLL SSSSTTTTAAAAMMMMPPPP TTTTHHHHEEEE DDDDOOOOCCCCUUUUMMMMEEEENNNNTTTT AAAANNNNDDDD IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHEEEE NNNNOOOOTTTTAAAATTTTIIIIOOOONNNN """"AAAALLLLTTTTEEEERRRREEEEDDDD BBBBYYYY"""" FFFFOOOOLLLLLLLLOOOOWWWWEEEEDDDD BBBBYYYY TTTTHHHHEEEEIIIIRRRR SSSSIIIIGGGGNNNNAAAATTTTUUUURRRREEEE,,,, TTTTHHHHEEEE DDDDAAAATTTTEEEE OOOOFFFF SSSSUUUUCCCCHHHH AAAALLLLTTTTEEEERRRRAAAATTTTIIIIOOOONNNN,,,, AAAANNNNDDDD AAAA SSSSPPPPEEEECCCCIIIIFFFFIIIICCCC DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN OOOOFFFF THE ALTERATION.THE ALTERATION.THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 12" = 1'-0" WH MM MM 03/01/2024 MECHANICAL LEGEND, NOTES AND ABBREVIATIONS M000 Project Status NO. DATE DESCRIPTION UNIT DIFFUSER & GRILLE SCHEDULE SERVICE MAX. NCFACE SIZE (INCH) DESIGN BASIS NOTESMAX. S.P. (IN W.G.) ARRANGEMENTMAX. CFMNECK SIZE (INCH) D-A SUPPLY 12"x12"6"ø 160 28 .084 LAY-IN PRICE PDF 1 D-B SUPPLY 24"x24"8"ø 210 23 .052 LAY-IN PRICE PDF 1 D-C SUPPLY 24"x24"10"ø 440 37 .120 LAY-IN PRICE PDF 1 D-D SUPPLY 24"x24"12"ø 640 41 .148 LAY-IN PRICE PDF 1 G-A RETURN 12"x12"10"x10"420 18 .09 LAY-IN PRICE PDR 1 G-B RETURN 24"x24"22"x22"2000 22 .09 LAY-IN PRICE PDR 1 ENERGY RECOVERY UNIT SCHEDULE LOCATIONUNIT WINTER WHEEL S.A.FAN NOTES VOLTS/PHASE MCA MOP ELECTRICAL DESIGN BASISPHYSICAL PROPERTIES LENGTH WIDTH WEIGHT H.P.E.S.P. TOTAL S.A. C.F.M. TOTAL E.A. C.F.M. E.A.FAN H.P.E.S.P. E.A.T. (degrees F) L.A.T. (degrees F) HEATING COILSUMMER WHEEL E.A.T.L.A.T.HEIGHT (lbs)(Inch)(Inch)(Inch) SUPPLY AIR SUPPLY AIR E.W.T (degrees F)(degrees F)MBH TOTAL (degrees F) L.W.T (degrees F) COOLING COIL E.W.T MBH TOTAL (degrees F) L.W.T (degrees F)MBH SENSIBLEGPM GPM XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX LOUVER SCHEDULE UNIT NO.CFM NOTESDESIGN BASISLOCATIONSYSTEM SERVED SERVICE DIMENSIONS LENGTH"WIDTH" L-1 SEE PLANS HRU-1 INTAKE 2000 36"36"RUSKIN ELF375DX XXX L-2 SEE PLANS HRU-1 EXHAUST 2000 36"36"RUSKIN ELF375DX XXX L-3 SEE PLANS EF-1,2,3,4 EXHAUST 300 12"12"RUSKIN ELF375DX XXX ELECTRIC CABINET UNIT HEATER PHASE VOLTS /HP NOTESDESIGN BASISUNIT NO.SUPPLY C.F.M AIR LOCATION UNIT MCA UNIT MOP CONN. POINTS ELECTRICAL ARRANGEMENT height"width" NOMINAL DIMENSIONS depth"(ft.) COIL W.P.D.TOTALG.P.M (mbh) L.A.T. (degrees F) E.A.T. (degrees F) CAPACITY E.W.T.L.W.T. (degrees F)(degrees F) ECUH-1 SEE PLANS 300 50 145 ---6 -208/1 0.13 1.12 15 1 CEILING FFE030 1362910 NUMBER OF COIL ROWS - VOLTS/PHASE EXHAUST FAN SCHEDULE UNIT NO.AREA SERVED HP TYPE DESIGN BASISDRIVE NOTESLOCATION CONN. POINTS ELECTRICAL (in) LENGTH ROOF OPG.ROOF OPG. WIDTH (in) PHYSICAL PROPERTIES LENGTH"WIDTH"HEIGHT" SONESFAN SPEEDTOTALC.F.M. RPMS.P. PERFORMANCE WEIGHT LBS. EF-1 RESTROOM 138 ROOMS 136, 138 300 XXX XXX XXX XXX XXX XXX INLINE XXX XXX XXX XXX XXX XXX XXX XXX XXX EF-2 JC 135 ROOM 135 300 XXX XXX XXX XXX XXX XXX INLINE XXX XXX XXX XXX XXX XXX XXX XXX XXX EF-3 RESTROOM 124 ROOMS 124, 122 300 XXX XXX XXX XXX XXX XXX INLINE XXX XXX XXX XXX XXX XXX XXX XXX XXX EF-4 JC 126 ROOM 126 300 XXX XXX XXX XXX XXX XXX INLINE XXX XXX XXX XXX XXX XXX XXX XXX XXX EF-5 SHOPS 116, 132 --107 <35dbA 208/1 -1 PADDLE DIRECT N/A N/A 120 120 31.8 90 BAF -ESSENCE 1 NOTES: 1. PROVIDE WITH 10' EXTENSION AND OPTIONAL JOIST MOUNTING KIT. C.F.M UNIT NO.SUPPLY TOTAL NOTESDESIGN BASISLOCATION VOLTS/PHASE ELECTRICAL PHYSICAL PROPERTIES LENGTH"WIDTH"HEIGHT"WEIGHT LBS. ARU-1 (°F) E.A.T. (°F) L.A.T.MBH OUTPUT HEATING NOTES: SEE PLANS 5,500 460/3 -8 152 MBH INPUT GAS TYPE 1,200 -42 103 115 950 CAMBRIDGE -S-1200 -INDOOR VERTICAL HP 3 1, 2, 3, 4, 5, 6 1, 2, 3, 4, 5, 6 1. UNIT TO HAVE 160°F. TEMPERATURE RISE. 2.PAINT OUTDOOR INTAKE HOOD TO MATCH BUILDING COLOR. 3.PROVIDE FILTER SECTION. 4.PROVIDE FACTORY HIGH PRESSURE GAS REGULATOR. 5.PROVIDE FACTORY NON-FUSED DISCONNECT. 6.PROVIDE FACTORY GAS TRAIN COVER. 1, 2, 3, 4, 5, 6 1, 2, 3, 4, 5, 6 ARU-2 SEE PLANS 5,500 460/3 -8 152 1,200 42 103 115 950 CAMBRIDGE -S-1200 -INDOOR VERTICAL3 ARU-3 SEE PLANS 4,400 460/3 -8 152 950 950 CAMBRIDGE -S-950 -INDOOR VERTICAL3 ARU-4 SEE PLANS 4,400 460/3 -8 152 950 950 CAMBRIDGE -S-950 -INDOOR VERTICAL3 GENERAL NOTE: UNIT IS 100% OUTSIDE AIR WITH NO RECIRCULATION RETURN. AIR ROTATION UNIT SCHEDULE 1, 2, 3, 4, 5, 6 1, 2, 3, 4, 5, 6 ARU-5 SEE PLANS 8,565 460/3 -8 152 1,850 47 134 142 1750 CAMBRIDGE -S-1850 -INDOOR VERTICAL3 ARU-6 SEE PLANS 8,565 460/3 -8 152 1,850 47 134 142 1750 CAMBRIDGE -S-1850 -INDOOR VERTICAL3 - - - - - 42 103 115 42 103 115 - - - - - - C.F.M AREA SERVEDUNIT NO.SUPPLY TOTAL NOTESDESIGN BASIS VRF SYSTEM INDOOR UNIT SCHEDULE LOCATION VOLTS/PHASE CONN. POINTS ELECTRICAL PHYSICAL PROPERTIES LENGTH"DEPTH"HEIGHT"WEIGHT LBS. HEATING MBH COOLING MBH MCA MOP AC-1 SEE PLANS CLASSROOMS XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX MITSUBISHI PLA SERIES XXX AC-2 SEE PLANS OFFICES XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX MITSUBISHI PLA SERIES XXX SYSTEM SERVEDLOCATIONUNIT NO.NOMINAL CAPACITY NOTES VOLTS/PHASE UNIT MCA UNIT MOPMBH ELECTRICAL PHYSICAL PROPERTIES CONN. POINT LENGTH"DEPTH"HEIGHT"WEIGHT LBS. DESIGN BASIS HEAT MBH COOL VRF SYSTEM OUTDOOR UNIT SCHEDULE COPEER OSHP-1 SITE HRU-1 XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX TRANE -T SERIES XXX OSHP-2 SITE VRF'S XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX TRANE -T SERIES XXX OSHP-3 SITE VRF'S XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX TRANE -T SERIES XXX WATER SOURCE HEAT PUMP UNIT SCHEDULE LOCATIONUNIT S.A. FAN(S) NOTES VOLTS/ PHASE MCA MOP ELECTRICAL DESIGN BASISPHYSICAL PROPERTIES LENGTH WIDTH WEIGHTH.P. (QTY) E.S.P. SUPPLY AIR C.F.M. HEATING COIL HP-A CORRIDOR 120 600 0.3.33 265/1 15 46 23 -TRANE 0187 HEIGHT 10 23 (lbs)(Inch)(Inch)(Inch) -18 E.W.T - MBH TOTAL (degrees F) L.W.T - (degrees F) COOLING COIL 18 E.W.T - MBH TOTAL (degrees F) L.W.T - (degrees F) - MBH SENSIBLEGPM - GPM - E.A.T (degrees F) L.A.T (degrees F) E.A.T (degrees F) L.A.T (degrees F) --9768 OUTSIDE AIR C.F.M. 32 OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IIIITTTT IIIISSSS AAAA VVVVIIIIOOOOLLLLAAAATTTTIIIIOOOONNNN OOOOFFFF LLLLAAAAWWWW FFFFOOOORRRR AAAANNNNYYYY PPPPEEEERRRRSSSSOOOONNNN,,,, UUUUNNNNLLLLEEEESSSSSSSS TTTTHHHHEEEEYYYY AAAARRRREEEE AAAACCCCTTTTIIIINNNNGGGG UUUUNNNNDDDDEEEERRRR TTTTHHHHEEEE DDDDIIIIRRRREEEECCCCTTTT DDDDIIIIRRRREEEECCCCTTTTIIIIOOOONNNN OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR,,,, TTTTOOOO AAAALLLLTTTTEEEERRRR AAAANNNN IIIITTTTEEEEMMMM IIIINNNN AAAANNNNYYYY WWWWAAAAYYYY.... IIIIFFFF AAAANNNN IIIITTTTEEEEMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG TTTTHHHHEEEE SSSSTTTTAAAAMMMMPPPP OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL IIIISSSS AAAALLLLTTTTEEEERRRREEEEDDDD,,,, TTTTHHHHEEEE AAAALLLLTTTTEEEERRRRIIIINNNNGGGG EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR SSSSHHHHAAAALLLLLLLL SSSSTTTTAAAAMMMMPPPP TTTTHHHHEEEE DDDDOOOOCCCCUUUUMMMMEEEENNNNTTTT AAAANNNNDDDD IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHEEEE NNNNOOOOTTTTAAAATTTTIIIIOOOONNNN """"AAAALLLLTTTTEEEERRRREEEEDDDD BBBBYYYY"""" FFFFOOOOLLLLLLLLOOOOWWWWEEEEDDDD BBBBYYYY TTTTHHHHEEEEIIIIRRRR SSSSIIIIGGGGNNNNAAAATTTTUUUURRRREEEE,,,, TTTTHHHHEEEE DDDDAAAATTTTEEEE OOOOFFFF SSSSUUUUCCCCHHHH AAAALLLLTTTTEEEERRRRAAAATTTTIIIIOOOONNNN,,,, AAAANNNNDDDD AAAA SSSSPPPPEEEECCCCIIIIFFFFIIIICCCC DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN OOOOFFFF THE ALTERATION.THE ALTERATION.THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 12" = 1'-0" WH MM MM 02/22/24 MECHANICAL SCHEDULES M001 Project Status NO. DATE DESCRIPTION ENTRY VESTIBULE 101 BTC PROGRAM CLASSROOM 121 ADV. MAN. CLASSROOM 123 ADULT AVIATION CLASSROOM 144 OFFICE 143 OFFICE AND RECORDS 141 REFERENCE 139 RESTROOM 138 RESTROOM 136 AVIATION CLASSROOM 133 JC 135 CORRIDOR 120 WATER SERVICE AND FIRE PUMPS 102OFFICE 111 OFFICE 113 CATERING KITCHEN / KITCHENETTE 115 RR 124 RR 122 ELECTRIC SERVICE ENTRY 103JC 126BATTERY 132.5 STORAGE 132.2 PAINT BOOTH 132.3 BATTERY 132.4 SIMULATOR AND SAMPLES 132.1 STORAGE 116.2 AM - CONDITIONED TOOLS 116.3 ENTRY COMMONS / BUS WAITING 110 AVIATION SHOPS-1 132-1 BTC SHOPS-1 116-1 CORRIDOR 130 AVIATION HANGAR 150 BTC SHOPS-2 116-2 AVIATION SHOPS-2 132-2 12"ø10"ø 4" ø 4" ø 4" ø 8"ø 6" ø 6"ø 5" ø 4"ø 4"ø 4"ø 4" ø 4" ø 4"ø 10"ø 4" ø 10 " ø 5" ø 4"ø 4"ø 12"ø14"ø 10 " ø 16"ø 10 " ø 4"ø 4"ø 4" ø 10"ø 6" ø 6" ø L-3, 12"x12" JC EXHAUST 4" ø 4"ø 6" ø 8" ø 6"ø 8" ø 6" ø 6"ø12"ø14"ø IT RACK 134 L-3, 12"x12" TOILET EXHAUST L-3, 12"x12" TOILET EXHAUST L-3, 12"x12" JC EXHAUST EXTERIOR PAD MOUNTED CONDENSING UNITS. FINAL LOCATION TO BE DETERMINED BY POTENTIAL SNOW SHED INFORMATION. 18"ø 4" ø 20 " ø 10"ø 10"ø 18"ø 20"ø 22"ø 8"ø ECUH-1 AC-1 AC-2 AC-2 AC-2 AC-1 AC-2 AC-1 AC-1 AC-2 AC-2 AC-1 ECUH-1 AC-2 HP-A HP -A D-B 200 CFM D-B 200 CFM D-B 200 CFM 8"ø 10"ø 12 " ø 8"ø 12"ø 10"ø 8"ø D-B 200 CFM (TYP. 3) EF-5 EF-5 EF-5 TE TE TE TE TE TE TE TE TE TE TE T E TE TE TE TE TE TETETE TE TE OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IIIITTTT IIIISSSS AAAA VVVVIIIIOOOOLLLLAAAATTTTIIIIOOOONNNN OOOOFFFF LLLLAAAAWWWW FFFFOOOORRRR AAAANNNNYYYY PPPPEEEERRRRSSSSOOOONNNN,,,, UUUUNNNNLLLLEEEESSSSSSSS TTTTHHHHEEEEYYYY AAAARRRREEEE AAAACCCCTTTTIIIINNNNGGGG UUUUNNNNDDDDEEEERRRR TTTTHHHHEEEE DDDDIIIIRRRREEEECCCCTTTT DDDDIIIIRRRREEEECCCCTTTTIIIIOOOONNNN OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR,,,, TTTTOOOO AAAALLLLTTTTEEEERRRR AAAANNNN IIIITTTTEEEEMMMM IIIINNNN AAAANNNNYYYY WWWWAAAAYYYY.... IIIIFFFF AAAANNNN IIIITTTTEEEEMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG TTTTHHHHEEEE SSSSTTTTAAAAMMMMPPPP OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL IIIISSSS AAAALLLLTTTTEEEERRRREEEEDDDD,,,, TTTTHHHHEEEE AAAALLLLTTTTEEEERRRRIIIINNNNGGGG EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR SSSSHHHHAAAALLLLLLLL SSSSTTTTAAAAMMMMPPPP TTTTHHHHEEEE DDDDOOOOCCCCUUUUMMMMEEEENNNNTTTT AAAANNNNDDDD IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHEEEE NNNNOOOOTTTTAAAATTTTIIIIOOOONNNN """"AAAALLLLTTTTEEEERRRREEEEDDDD BBBBYYYY"""" FFFFOOOOLLLLLLLLOOOOWWWWEEEEDDDD BBBBYYYY TTTTHHHHEEEEIIIIRRRR SSSSIIIIGGGGNNNNAAAATTTTUUUURRRREEEE,,,, TTTTHHHHEEEE DDDDAAAATTTTEEEE OOOOFFFF SSSSUUUUCCCCHHHH AAAALLLLTTTTEEEERRRRAAAATTTTIIIIOOOONNNN,,,, AAAANNNNDDDD AAAA SSSSPPPPEEEECCCCIIIIFFFFIIIICCCC DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN OOOOFFFF THE ALTERATION.THE ALTERATION.THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 1/8" = 1'-0" WH MM MM 02/22/24 GROUND FLOOR MECHANICAL RENOVATION PLAN M200 Project Status 1/8" = 1'-0"1 GROUND LEVEL MECHANICAL RENOVATION PLAN MECHANICAL RENOVATION NOTES NO. DATE DESCRIPTION 2057 SF MEZZANINE 200 6905 SF BTC SHOPS 116 434 SF MECHANICAL 201 ARU-6 ARU-5 ARU-4 ARU-3 ARU-2 ARU-1 HRU-1 L-1, 36"x36" HRU INLET LOUVER AVIATION SHOPS 132 AVIATION HANGAR 150 L-2, 36"x36" HRU EXHAUST LOUVER EF-5 EF-5 EF-5 OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IIIITTTT IIIISSSS AAAA VVVVIIIIOOOOLLLLAAAATTTTIIIIOOOONNNN OOOOFFFF LLLLAAAAWWWW FFFFOOOORRRR AAAANNNNYYYY PPPPEEEERRRRSSSSOOOONNNN,,,, UUUUNNNNLLLLEEEESSSSSSSS TTTTHHHHEEEEYYYY AAAARRRREEEE AAAACCCCTTTTIIIINNNNGGGG UUUUNNNNDDDDEEEERRRR TTTTHHHHEEEE DDDDIIIIRRRREEEECCCCTTTT DDDDIIIIRRRREEEECCCCTTTTIIIIOOOONNNN OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR,,,, TTTTOOOO AAAALLLLTTTTEEEERRRR AAAANNNN IIIITTTTEEEEMMMM IIIINNNN AAAANNNNYYYY WWWWAAAAYYYY.... IIIIFFFF AAAANNNN IIIITTTTEEEEMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG TTTTHHHHEEEE SSSSTTTTAAAAMMMMPPPP OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL IIIISSSS AAAALLLLTTTTEEEERRRREEEEDDDD,,,, TTTTHHHHEEEE AAAALLLLTTTTEEEERRRRIIIINNNNGGGG EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR SSSSHHHHAAAALLLLLLLL SSSSTTTTAAAAMMMMPPPP TTTTHHHHEEEE DDDDOOOOCCCCUUUUMMMMEEEENNNNTTTT AAAANNNNDDDD IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHEEEE NNNNOOOOTTTTAAAATTTTIIIIOOOONNNN """"AAAALLLLTTTTEEEERRRREEEEDDDD BBBBYYYY"""" FFFFOOOOLLLLLLLLOOOOWWWWEEEEDDDD BBBBYYYY TTTTHHHHEEEEIIIIRRRR SSSSIIIIGGGGNNNNAAAATTTTUUUURRRREEEE,,,, TTTTHHHHEEEE DDDDAAAATTTTEEEE OOOOFFFF SSSSUUUUCCCCHHHH AAAALLLLTTTTEEEERRRRAAAATTTTIIIIOOOONNNN,,,, AAAANNNNDDDD AAAA SSSSPPPPEEEECCCCIIIIFFFFIIIICCCC DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN OOOOFFFF THE ALTERATION.THE ALTERATION.THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 1/8" = 1'-0" WH MM MM 02/22/24 MEZZANINE LEVEL MECHANICAL RENOVATION PLAN M201 Project Status 1/8" = 1'-0"1 MEZZANINE LEVEL MECHANICAL RENOVATION PLAN MECHANICAL RENOVATION NOTES NO. DATE DESCRIPTION INSULATED, FLEXIBLE DUCT SUPPLY AIR DIFFUSER (TYP.) 1X DUCT DIA. OFFSET (MAX.) PANDUIT STRAP (TYP.) DUCT MAIN SQUARE TO ROUND 45° BOOT TAKE-OFF (TYP.) CEILING HARD DUCT ELBOW.MANUAL VOLUME DAMPER (TYP.) (TYP.) CEILING 48" MAX V.D. V.D. PAINT INSIDE FLAT BLACK V.D. DUCT MAIN BRANCH CEILING SHEET METAL "PLENUM" BOX (TYP.) MIN. 6" HIGHER THAN BRANCH DUCT DEPTH DUCT MAIN 3/8" DIA. THREADED STEEL RODS, SUPPORT FROM BUILDING STRUCTURE, LENGTH OF RODS TO SUIT SPACE AVAILABLE. ADJUSTABLE MOTOR MOUNT MOUNTING BRACKET AIR FLOW FLEX CONNECTION (TYP.) CONNECT DUCTWORK TO FAN WITH 1/8" THICK NEOPRENE GASKET. STEEL SPRING AND RUBBER IN SHEAR TYPE VIBRATION ISOLATORS. DUCT SIZE AS SHOWN ON PLAN MOUNTING BRACKET 4" 6" MIN.4" 4" FINISHED FLOOR 3/4" CHAMFER ALL AROUND REQUIRED TO SUIT EQUIPMENT HEX NUT AND WASHER AS PROVIDE ANCHOR BOLTS WITH EPOXY GROUT DOWELS -FILL WITH DRILL 1" HOLE TO RECEIVE #4 DOWELS @ 1'-0" O.C. (MAX.) #4 REBAR @ 12 E.W. AS REQUIRED TO SUIT EQUIPMENT + 8", EACH WAY EDGE OF EQUIPMENT 3/4"x3/4" CHAMFER 14 GAUGE GALVANIZED STEEL ALL AROUND 3000 lb CONCRETE 6x6-W2.9xW2.9 STEEL TROWEL FINISH LINTEL CAULK WEATHER TIGHT ALL AROUND STORM PROOF FRONT, REFER TO SCHEDULE FOR SIZES LOUVER EXTERIOR WALL PITCH TO DRAIN OPERABLE DAMPER LINKAGE ACCESS DOOR MOUNT DAMPER ACTUATOR INSULATION DAMPER INSULATION EXTERIOR WALL LOUVER, REFER TO SCHEDULE FOR SIZES AND LOCATIONS CAULK WATERTIGHT ALL AROUND LINTEL OPERABLE DAMPER DAMPER ACTUATOR MOUNT INSIDE DUCT OPERABLE DAMPER LINKAGE ACCESS DOOR DUCTWORK, REFER TO PLANS FOR SIZE PITCH TOWARD EXTERIOR LOUVER TO BE DRAINABLE MAIN DUCT MAIN DUCT 1" MIN. ON TOP AND BOTTOM 1/4" BRANCH DUCT WIDTH, BUT MIN. 4" EQUAL TO REQUIRED BRANCH DUCT DIMENSIONS ADJUSTABL E ELBOW RINGS EQUAL TO REQUIRED BRANCH DUCT DIA. SEAL ALL AROUND 1" MIN. ON TOP AND BOTTOM SUPPLY AIRFLOW SEAL ALL AROUND 45° 45° SPIN COLLAR FLEXIBLE DUCT 3 " SEAL JOINT SEE NOTE 5 AND 8 DUCT SUPPORT METAL CLAMP DUCTWORK RECTANGULAR, ROUND, OR OVAL SINGLE BLADE BALANCING DAMPER 1 -1 /2 " NOTES: 1. SUPPORT DUCTWORK AS REQUIRED. 2. BAND FLEX TO COLLAR 1/2" MINIMUM FROM OUTBOARD END OF COLLAR. 3. INSTALL SPIN COLLAR DAMPER IN OPEN POSITION; FINAL ADJUSTMENT BY TAB CONTRACTOR. 4. PULL FLEXIBLE DUCT INSULATION UP TO END OF SPIN COLLAR AT EDGE OF RECTANGULAR DUCTWORK; SEAL VAPOR BARRIER WITH GREY TAPE TO PREVENT MOISTURE MIGRATION. 5. PROVIDE EXTENSION RODS TO ACCOMMODATE INSULATION, PULL TO EDGE OF DUCTWORK AS REQUIRED AND SEAL TO AFFECT VAPOR BARRIER. 6. POP RIVET OR SHEET METAL SCREWS, MINIMUM 3 EACH AT 120 INTERVALS, CONNECTING STOVEPIPE TO COLLAR. ENSURE RIVETS OR SCREWS DO NOT INTERFERE WITH DAMPER. 7. TAPE AND SEAL ALL JOINTS TO PREVENT LEAKAGE. 8. INSTALL LOCKING QUADRANT AND HANDLE ON BOTTOM OF DUCT FOR EASY SERVICE (SHOWN ON TOP FOR EASE OF ILLUSTRATION ONLY). INTERIOR WALL TRIM INTERIOR WALL TRIMEXTERIOR WALL TRIMEXTERIOR WALL TRIM RAIN HOOD INLET ELBOW INLET ELBOW 1/2" HANGING ROD 1/2" HANGING ROD GAS TRAIN DIRECTIONAL ELBOW SUPPORT UNIT'S PER MANUFACTURER'S INSTRUCTIONS DOWNTURN SECTION DOWNTURN SECTION 1/2" HANGING ROD DIRECTIONAL ELBOW FILTER SECTION ELECTRICAL CONTROL ENCLOSURE FILTER SECTION ELECTRICAL CONTROL ENCLOSURE 47-1/4" 38 -3/ 4 " 38 -3/ 4 " NOTE: UNIT WEIGHT IS 1,750 LBS EXTERIOR WALL. SEE ARCHITECTURAL/STRUCTURAL PLANS STEEL SPRING AND RUBBER IN SHEAR TYPE VIBRATION ISOLATORS. PROVIDE FRAMING DI S C H A R G E H E I G H T 20 ' -0" A . F . F ( T Y P . ) OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IIIITTTT IIIISSSS AAAA VVVVIIIIOOOOLLLLAAAATTTTIIIIOOOONNNN OOOOFFFF LLLLAAAAWWWW FFFFOOOORRRR AAAANNNNYYYY PPPPEEEERRRRSSSSOOOONNNN,,,, UUUUNNNNLLLLEEEESSSSSSSS TTTTHHHHEEEEYYYY AAAARRRREEEE AAAACCCCTTTTIIIINNNNGGGG UUUUNNNNDDDDEEEERRRR TTTTHHHHEEEE DDDDIIIIRRRREEEECCCCTTTT DDDDIIIIRRRREEEECCCCTTTTIIIIOOOONNNN OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR,,,, TTTTOOOO AAAALLLLTTTTEEEERRRR AAAANNNN IIIITTTTEEEEMMMM IIIINNNN AAAANNNNYYYY WWWWAAAAYYYY.... IIIIFFFF AAAANNNN IIIITTTTEEEEMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG TTTTHHHHEEEE SSSSTTTTAAAAMMMMPPPP OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL IIIISSSS AAAALLLLTTTTEEEERRRREEEEDDDD,,,, TTTTHHHHEEEE AAAALLLLTTTTEEEERRRRIIIINNNNGGGG EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR SSSSHHHHAAAALLLLLLLL SSSSTTTTAAAAMMMMPPPP TTTTHHHHEEEE DDDDOOOOCCCCUUUUMMMMEEEENNNNTTTT AAAANNNNDDDD IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHEEEE NNNNOOOOTTTTAAAATTTTIIIIOOOONNNN """"AAAALLLLTTTTEEEERRRREEEEDDDD BBBBYYYY"""" FFFFOOOOLLLLLLLLOOOOWWWWEEEEDDDD BBBBYYYY TTTTHHHHEEEEIIIIRRRR SSSSIIIIGGGGNNNNAAAATTTTUUUURRRREEEE,,,, TTTTHHHHEEEE DDDDAAAATTTTEEEE OOOOFFFF SSSSUUUUCCCCHHHH AAAALLLLTTTTEEEERRRRAAAATTTTIIIIOOOONNNN,,,, AAAANNNNDDDD AAAA SSSSPPPPEEEECCCCIIIIFFFFIIIICCCC DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN OOOOFFFF THE ALTERATION.THE ALTERATION.THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 As indicated WH MM MM 02/22/24 MECHANICAL DETAILS M400 Project Status SCALE - NONE 2 DIFFUSERS, REGISTERS & GRILLES DETAIL SCALE - NONE 4 INLINE FAN DETAIL SCALE - NONE 5 INTERIOR HOUSEKEEPING PAD DETAIL SCALE - NONE 6 LOUVER DETAIL SCALE - NONE 7 LOUVER-DAMPER DETAIL SCALE - NONE 8 TYPICAL BRANCH TAKEOFF FITTING DETAIL SCALE - NONE 9 SPIN COLLAR FLEXIBLE DUCT CONNECTOR WITH DAMPER SCALE - NONE 10 AIR ROTATION UNIT DETAIL NO. DATE DESCRIPTION CR 1.TEMPERATURE SET BACK SYSTEM FACTORY CONTROLLER w/ LOCK BOX 2. LOUVER DAMPER INTERLOCK & CONTACT 3. FIRE PROTECTION INTERLOCK 4.ELECTRICAL DISCHARGE SPACE MODULATION 5.LOW TEMPERATURE CUT-OFF WITH ALARM 6. HIGH TEMPERATURE CUT-OFF WITH ALARM 7.LOUVER/DAMPER INTERLOCK SUPPLY AIR OUTDOOR AIR FAN START/STOP INTEGRAL FAN STARTER A.FACTORY SUPPLIED ELECTRONIC DISCHARGE SPACE MODULATION UNIT TO MAINTAIN A TEMPERATURE OF 65°F (ADUSTABLE) B.FACTORY MOUNTED CONTROLS SHALL MODULATE GAS CONTROL VALVE UPON CALL FOR HEAT. FAN C.WHEN SUPPLY FAN IS ENERGIZED THE CORRESPONDING LOUVER/DAMPER WILL ENERGIZE OPENING THE DAMPER TO 100%. WHEN THE SUPPLY FAN IS DE-ENERGIZED THE CORRESPONDING LOUVER/DAMPER WILL DE-ENERGIZE CLOSING THE DAMPER TO 0%. MUA-1 & 2 D. CONTROLS SHALL INTEGRATE INTO THE BUILDING AUTOMATION SYSTEM FOR MONITORING AND SCHEDULING. M Binary Input Binary Output Analog Input Analog Output T T Water Temperature Sensor Water Flow Meter Motor Current Transducer Outside Air Temperature Sensor with Sun Shield Air Temperature Sensor Normally Open Normally Closed Freezstat Supply Air Return Air Exhaust Air Outside Air Airflow Sensor Motorized Damper Smoke Detector Differential Pressure Sensor Variable Frequency Drive Two-Way Control Valve Zone Sensor Circulating Pump CONTROL LEGEND BI BO AI AO M CT N.O. N.C. SA RA EA OA M T T H L VFD T T Carbon Dioxide SensorCO2 M Three-Way Control Valve BO - Compressor BO - Reversing Valve HP 1. Makeup Air Unit - Supply Air Temp Run Conditions - Scheduled: The unit shall run based upon an operator adjustable schedule. Emergency Shutdown: The unit shall shut down and generate an alarm upon receiving an emergency shutdown signal. Freeze Protection: The unit shall shut down and generate an alarm upon receiving a freezestat status. Smoke Detection: The unit shall shut down and generate an alarm upon receiving a smoke detector status. Alarms shall be provided as follows: • Outside Air Damper Failure: Commanded open or closed but the status is not proven. • Supply Fan Failure: Commanded on, but the status is off. • Heat Wheel Rotation Failure: Commanded on, but the status is off. • High Supply Air Temp: If the supply air temperature is greater than 120°F (adj.). • Low Supply Air Temp: If the supply air temperature is less than 45°F (adj.). Outside Air Damper: The outside air damper shall open anytime the unit runs and shall close anytime the unit stops. The supply fan shall start only after the damper status has proven the damper is open. The outside air damper shall close 4sec (adj.) after the supply fan stops. Heat Recovery Wheel - Variable Speed: The controller shall modulate the heat wheel for energy recovery as follows. Cooling Recovery Mode: The controller shall measure the heat wheel discharge air temperature and modulate the heat wheel speed to maintain a setpoint 2°F (adj.) less than the unit supply air temperature setpoint. The heat wheel shall run for cool recovery whenever: • Unit return air temperature is 5°F (adj.) or more below the outside air temperature. • AND the unit is in a cooling mode. • AND the supply fan is on. Heating Recovery Mode: The controller shall measure the heat wheel discharge air temperature and modulate the heat wheel speed to maintain a setpoint 2°F (adj.) greater than the unit supply air temperature setpoint. The heat wheel shall run for heat recovery whenever: • Unit return air temperature is 5°F (adj.) or more above the outside air temperature. • AND the unit is in a heating mode. • AND the supply fan is on. Periodic Self-Cleaning: The heat wheel shall run at 5% speed (adj.) for 10sec (adj.) every 4hrs (adj.) the unit runs. Frost Protection: The heat wheel shall run at 5% speed (adj.) whenever: • Outside air temperature drops below 15°F (adj.) • OR whenever exhaust air temperature drops below 20°F (adj.). The bypass dampers will open whenever the heat wheel is disabled. Supply Fan: The supply fan shall run anytime the unit is commanded to run. To prevent short cycling, the supply fan shall have a user definable (adj.) minimum runtime, unless shutdown on safeties. Supply Air Temperature Setpoint - Fixed: The controller shall monitor the supply air temperature and shall maintain a fixed supply air temperature setpoint of 55°F (adj.). Heating and Cooling - Multiple Compressor Stages: The controller shall measure the zone temperature and stage the compressors to maintain its setpoint. To prevent short cycling, there shall be a user definable (adj.) delay between stages, and each stage shall have a user definable (adj.) minimum runtime. The compressor shall run subject to its own internal safeties and controls. The heating shall be enabled whenever: • Outside air temperature is less than 65°F (adj.). • AND the fan status is on. • AND the reversing valve is in heat mode. The cooling shall be enabled whenever: • Outside air temperature is greater than 60°F (adj.). • AND the fan status is on. • AND the reversing valve is in cool mode. On mode change, the compressor shall be disabled and remain off until after the reversing valve has changed position. Prefilter Differential Pressure Monitor: The controller shall monitor the differential pressure across the prefilter. Alarms shall be provided as follows: • Prefilter Change Required: Prefilter differential pressure exceeds a user definable limit (adj.). Final Filter Differential Pressure Monitor: The controller shall monitor the differential pressure across the final filter. Supply Air Temperature: The controller shall monitor the supply air temperature. S BO - Outside Air Damper BI - Outside Air Damper Status N.C. BI - Smoke DetectorBI - Freezestat T M Starter CT BI - Supply Fan Status BO - Supply Fan Start/Stop H L AI - Final Filter Differential Pressure OA SA T AI - Supply Air Temp H L AI - Prefilter Differential Pressure M T T N.C. N.C. S RAEA VFDCT BO - Heat Wheel Start/Stop BI - Heat Wheel Status AI - Heat Wheel Discharge Air Temp AI - Return Air Temp AI - Outside Air Temp AI - Exhaust Air Temp BO - Heat Wheel Bypass Dampers BO - Heat Wheel Bypass Dampers S AO - Heat Wheel VFD Speed T T Electric Cabinet Heater A. Run Conditions -Continuous: The unit shall run continuously and shall maintain a heating setpoint of 70°F (adj.). B. Fan: The fan shall run anytime the zone temperature is below heating setpoint, unless shutdown on safeties. C. The heating shall be enabled whenever: • The zone temperature is below heating setpoint. • AND the fan is on. Fan Start/Stop CT T AI -Zone Temp M TO ELECTRICAL PANEL CTBI -Fan Status BI -Exhaust Air Damper Status N.C. S BO -Exhaust Air Damper BO -Fan Start/Stop EA M Exhaust Fan -On/Off (typical) A. Run Conditions -Scheduled: The fan shall run according to a user definable schedule. B. Fan: The fan shall have a user definable (adj.) minimum runtime. C. Exhaust Air Damper: The exhaust air damper shall open anytime the unit runs and shall close anytime the unit stops.The exhaust air damper shall close 30 sec (adj.) after the fan stops. 1. Alarms shall be provided as follows: •Damper Failure: Commanded open, but the status is closed. •Damper in Hand: Commanded closed, but the status is open. D. Damper Status:The fan shall be enabled after the damper status has proven. E. Fan Status: The controller shall monitor the fan status. 1. Alarms shall be provided as follows: •Fan Failure: Commanded on, but the status is off. •Fan in Hand: Commanded off, but the status is on. OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IIIITTTT IIIISSSS AAAA VVVVIIIIOOOOLLLLAAAATTTTIIIIOOOONNNN OOOOFFFF LLLLAAAAWWWW FFFFOOOORRRR AAAANNNNYYYY PPPPEEEERRRRSSSSOOOONNNN,,,, UUUUNNNNLLLLEEEESSSSSSSS TTTTHHHHEEEEYYYY AAAARRRREEEE AAAACCCCTTTTIIIINNNNGGGG UUUUNNNNDDDDEEEERRRR TTTTHHHHEEEE DDDDIIIIRRRREEEECCCCTTTT DDDDIIIIRRRREEEECCCCTTTTIIIIOOOONNNN OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR,,,, TTTTOOOO AAAALLLLTTTTEEEERRRR AAAANNNN IIIITTTTEEEEMMMM IIIINNNN AAAANNNNYYYY WWWWAAAAYYYY.... IIIIFFFF AAAANNNN IIIITTTTEEEEMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG TTTTHHHHEEEE SSSSTTTTAAAAMMMMPPPP OOOOFFFF AAAA LLLLIIIICCCCEEEENNNNSSSSEEEEDDDD PPPPRRRROOOOFFFFEEEESSSSSSSSIIIIOOOONNNNAAAALLLL IIIISSSS AAAALLLLTTTTEEEERRRREEEEDDDD,,,, TTTTHHHHEEEE AAAALLLLTTTTEEEERRRRIIIINNNNGGGG EEEENNNNGGGGIIIINNNNEEEEEEEERRRR,,,, AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, LLLLAAAANNNNDDDDSSSSCCCCAAAAPPPPEEEE AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTT,,,, OOOORRRR LLLLAAAANNNNDDDD SSSSUUUURRRRVVVVEEEEYYYYOOOORRRR SSSSHHHHAAAALLLLLLLL SSSSTTTTAAAAMMMMPPPP TTTTHHHHEEEE DDDDOOOOCCCCUUUUMMMMEEEENNNNTTTT AAAANNNNDDDD IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHEEEE NNNNOOOOTTTTAAAATTTTIIIIOOOONNNN """"AAAALLLLTTTTEEEERRRREEEEDDDD BBBBYYYY"""" FFFFOOOOLLLLLLLLOOOOWWWWEEEEDDDD BBBBYYYY TTTTHHHHEEEEIIIIRRRR SSSSIIIIGGGGNNNNAAAATTTTUUUURRRREEEE,,,, TTTTHHHHEEEE DDDDAAAATTTTEEEE OOOOFFFF SSSSUUUUCCCCHHHH AAAALLLLTTTTEEEERRRRAAAATTTTIIIIOOOONNNN,,,, AAAANNNNDDDD AAAA SSSSPPPPEEEECCCCIIIIFFFFIIIICCCC DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN OOOOFFFF THE ALTERATION.THE ALTERATION.THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 12" = 1'-0" WH MM MM 02/26/24 MECHANICAL CONTROLS M500 Project Status SCALE: - NONE1AIR ROTATION UNIT CONTROLS SCALE - N.T.S. 3 HRU WSHP CONTROLS NO. DATE DESCRIPTION 12" = 1'-0"4 ECUH CONTROLS 12" = 1'-0"5 EXHAUST FAN ON/OFF CONTROLS ADA AMERICAN DISABILITIES ACTADJADJACENTAFFABOVE FINISHED FLOORAHUAIR HANDLING UNITALTALTERNATEALUMALUMINUMAMPAMPEREAPACCESS PANELAPPROXAPPROXIMATE(LY)ARCH ARCHITECT(URAL)AUTO AUTOMATIC BLDG BUILDINGBODBASIS OF DESIGNBSMTBASEMENT C CONDUITCATVCABLE TELEVISIONCBCIRCUIT BREAKERCLCENTER LINECLGCEILINGCMUCONCRETE MASONRY UNITCPCIRCULATION PUMPCUHCABINET UNIT HEATER DEMO DEMOLISHDIADIAMETERDNDOWNDWGDRAWINGDWHDOMESTIC WATER HEATER EA EACHECELECTRICAL CONTRACTOREFEXHAUST FANELECELECTRIC(AL)ELEV ELEVATOREMHELECTRIC MANHOLEEMTELECTRICAL METALLIC TUBINGEQEQUALEQUIPEQUIPMENTEWCELECTRIC WATER COOLEREXISTEXISTING FA FIRE ALARMFMCFLEXIBLE METAL CONDUITFTFEET G GROUNDGCGENERAL CONTRACTORGFCIGROUND FAULT CIRCUIT INTERRUPTERGNDGROUNDGWBGYPSUM WALL BOARD HH HANDHOLEHPHORSEPOWER / HEAT PUMPHVACHEATING, VENTILATING, AIR CONDITIONINGHWHHOT WATER HEATER ID INSIDE DIAMETERININCHESINCLINCLUDE JB JUNCTION BOX KW KILOWATTKVKILOVOLTKVAKILOVOLT-AMPERE LF LINEAR FOOT MAX MAXIMUMMEZZMEZZANINEMFRMANUFACTURERMINMINIMUM NC NORMALLY CLOSEDNECNATIONAL ELECTRIC CODENEUTNEUTRALNONORMALLY OPENNTSNOT TO SCALE OD OUTSIDE DIAMETEROHDOVERHEAD DOOR PC PLUMBING CONTRACTORPNLPANELPLYWDPLYWOODPVCPOLYVINYL CHLORIDE RECEPT RECEPTACLEREQDREQUIREDRGSRIGID GALVANIZED STEELRMROOMRMCRIGID METAL CONDUITRTUROOFTOP UNIT SCHED SCHEDULESPECSPECIFICATION(S)SS STAINLESS STEELSURFSURFACE TBD TO BE DETERMINEDTCTIME CLOCKTYPTYPICAL UE UNDERGROUND ELECTRICUGUNDERGROUNDUHUNIT HEATERUTUNDERGROUND TELECOMMUNICATIONSUVUNIT VENTILATOR V VOLTVIFVERIFY IN FIELD W/WITH XFMR TRANSFORMER ABBREVIATIONS BUILDING CODE APPLICABLE CODES •• 2015 VERMONT STATE UNIFORM FIRE PREVENTION AND BUILDING CODE ("UNIFORM CODE") WHICH INCORPORATES THE FOLLOWING: 2015 VERMONT BUILDING CODE-AMENDED2015 VERMONT FIRE CODE-AMENDED ELECTRICAL CODE 2020 EDITION OF NFPA 70, NATIONAL ELECTRICAL CODE-AMENDED ENERGY CODE 2018 VERMONT COMMERCIAL BUILDING ENERGY STANDARD (CBES)-AMENDED ACCESSIBILITY 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN THE FOLLOWING ARE THE CURRENTLY ADOPTED CODES AT THE TIME THESE CONTRACT DOCUMENTS WERE PREPARED: OTHER VARIOUS NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) CODES AND STANDARDS AS REFERENCED BY THE CODES LISTED ABOVE FIRE ALARM 2013 EDITION OF NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE-NOT AMENDED LIFE SAFETY 2015 EDITION OF NFPA 101, LIFE SAFETY CODE-AMENDED •1.2.3. •1.• •••1.2.3.4.5.6.7.8.9.10. ••1.2.•1. 1.2.3.4.5.6.7.8.9.10. APPLICABLE CODES & SECTIONS:2015 EDITION VERMONT FIRE CODESECTION 13.7.2.3 NEW EDUCATIONAL OCCUPANCIESSECTION 13.7.2.28 NEW AND EXISTING STORAGE OCCUPANCIESSECTION 13.7.2.3.4 CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTION SYSTEMS2010 ADA STANDARDS FOR ACCESSIBLE DESIGNSECTION 702 FIRE ALARM SYSTEMS2013 EDITION OF NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE RENOVATION IS CLASSIFIED AS AN __________ WHICH REQUIRES A FIRE ALARM SYSTEM PROVIDED IN ACCORDANCE WITH THE CURRENTLY ADOPTED VERMONT BUILDING CODE OCCUPANCY CLASSIFICATION: EDUCATIONAL GROUP ESTORAGE GROUP S-1GROUP E AND S-1 MINIMUM REQUIREMENTS: MANUAL FIRE ALARM SYSTEM AUTOMATIC DETECTION IS PROVIDED IN THE FOLLOWING SPACES FOR PARTIAL (ELECTED) COVERAGE:CORRIDORSBREAK ROOMS / KITCHENETTEUNOCCUPIED UTILITY SPACESELECTRICAL CLOSETSMECHANICAL ROOMSIT ROOMSOFFICESCLASSROOMSSHOP SPACESSTORAGE ROOMSBATTERY ROOMSPAINT BOOTHHANGAR SPACEAUTOMATIC DETECTION IS PROVIDED IN THE FOLLOWING SPACES FOR REQUIRED COVERAGE:ABOVE FIRE ALARM CONTROL PANEL PER NFPA 72HVAC UNITS WITH THE FOLLOWING ABOVE 2000 CFM:SUPPLY PER NFPA 90A (6.4.2.1)RETURN PER 2015 VERMONT INTERNATIONAL BUILDING CODECARBON MONOXIDEIN ACCORDANCE WITH 2015 VERMONT FIRE CODE (SECTIONS 13.7.2.3.4 AND 13.7.1.14) VISIBLE NOTIFICATION DEVICES PROVIDED IN THE FOLLOWING PUBLIC AND COMMON SPACES IN ACCORDANCE WITH 2015 EDITION OF VERMONT FIRE CODE (GROUP E SECTIONS 13.7.2.28.3 AND 13.7.2.3.3 AND GROUP S-1 SECTION 13.7.2.28.3)ELECTRICAL CLOSETSMECHANICAL ROOMSIT ROOMSOFFICESCLASSROOMSSHOP SPACESSTORAGE ROOMSBATTERY ROOMSPAINT BOOTHHANGAR SPACE AUDIBLE NOTIFICATION DEVICES SHALL PROVIDE AUDIBLE NOTIFICATION IN EVERY OCCUPIABLE SPACE WITHIN THE BUILDING IN ACCORDANCE WITH 2015 EDITION OF VERMONT FIRE CODE (GROUP E SECTIONS 13.7.2.28.3 AND 13.7.2.3.3 AND GROUP S-1 SECTION 13.7.2.28.3) CARBOM MONOXIDE DEVICES SHALL PROVIDE INITATION AND AUDIBLE NOTIFICATION IN SPACES WITHIN THE BUILDING IN ACCORDANCE WITH 2015 EDITION OF VERMONT FIRE CODE (SECTION 13.7.1.14 and 13.7.2.3.4) FIRE ALARM NARRATIVE AND CODE SUMMARY DOOR CONTACT CARD READER LOCAL ALARM/SIREN (AUDIBLE) REQUEST-TO-EXIT MOTION SENSOR FIXED DOME IP CAMERA PTZ IP CAMERA SECURITY LEGEND DC CR LA REX G POWER LEGEND G WP J DATA JACK - SINGLE PORT DATA JACK - (#) = NUMBER OF PORTS WIRELESS ACCESS POINT TELEPHONE JACK - WALL MOUNT FLOOR BOX ASSEMBLY - DATA JACK (#) PORTS CLOCK LOW-VOLTAGE LEGEND (#) WAP SPRINKLER FLOW SWITCH SPRINKLER TAMPER SWITCH PRESSURE SWITCH ADDRESSABLE INPUT MODULE (MONITORING) ADDRESSABLE OUTPUT MODULE (RELAY) MAGNETIC HOLD OPEN MANUAL PULL STATION NOTIFICATION DEVICE - SPEAKER/STROBE NOTIFICATION DEVICE - STROBE NOTIFICATION DEVICE - CARBON MONOXIDE STROBE SMOKE DETECTOR (L = LOBBY SMOKE DETECTOR) HEAT DETECTOR DUCT SMOKE DETECTOR CARBON MONOXIDE DETECTOR SPRINKLER ALARM BELL FIRE ALARM OSID - OPEN AREA SMOKE IMAGE DETECTOR - EMITTER FIRE ALARM OSID - OPEN AREA SMOKE IMAGE DETECTOR - IMAGER, # = FIELD OF VIEW RANGE FIRE ALARM LEGEND TS FS M AIM AOM F F S H CO C S V PS LIGHT FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE CEILING MOTION SENSOR - DUAL TECH. CORNER MOUNT MOTION SENSOR - DUAL TECH. SINGLE POLE LIGHT SWITCH 3-WAY LIGHT SWITCH DIMMER SWITCH MOTION SENSOR SWITCH (DUAL TECH.) MOTION SENSOR SWITCH (INFRARED) DIMMING MOTION SENSOR SWITCH (DUAL TECH.) DIGITAL NETWORK MULTI-BUTTON SWITCH PILOT LIGHT SWITCH EXIT SIGN - SINGLE SIDED EXIT SIGN - DOUBLE SIDED EXIT SIGN - TRIANGLES INDICATE DIRECTION ARROWS TIME CLOCK PHOTOCELL LIGHTING LEGEND 3 D M P LD MI M MS MD W P # PC TC C B 90I E NEMA 5-20 DUPLEX RECEPTACLE NEMA 5-20 DUPLEX RECEPTACLE - GFI NEMA 5-20 DUPLEX RECEPTACLE - WEATHERPROOF, GFI NEMA 5-20 DUPLEX RECEPTACLE, ABOVE COUNTER NEMA 5-20 DUPLEX RECEPTACLE, ABOVE COUNTER, GFI SPECIAL PURPOSE RECEPTACLE, REFER TO PLANS FOR CONFIGURATION QUADRUPLEX RECEPTACLE MANUAL MOTOR STARTER FUSIBLE DISCONNECT SWITCH(a,b,c) - (POLES,AMPERAGE,FUSE) JUNCTION BOX POWER POLE - QUAD. RECEPT. / DUPLEX RECEPT. FLOOR BOX - QUAD RECEPT. / DUPLEX RECEPT. VARIABLE FREQUENCY DRIVE COMBINATION MOTOR STARTER:(a,b,c) - (POLES, NEMA SIZE, FUSE SIZE) NON-FUSIBLE DISCONNECT SWITCH(a,b) - (POLES, SIZE) (a,b,c) P// (a,b,c) (a,b,c) VFD COORDINATE WITH EQUIPMENT FLOOR 18" 30" 44" CEILING F.A. A/VUNITS 80" MIN (BOTTOM). 96" MAX (TOP) WITHIN 6" OF CEILING WHERE LOW CEILING DOES NOT PERMIT A MIN. 80" MOUNTING HEIGHT MAX 79" TO HIGHEST OPERABLE CIRCUIT BREAKER PER 2017 NEC 404.8(A) ABOVE THE COUNTER RECEPT. FA PULL STATION LIGHT SWITCHWATER COOLER RECEPT. RECEPT DESK DATA JACK DESK PHONE JACK WALL PHONE JACK PANELBOARD • • • • • • • • •• • • 1. THESE GENERAL ELECTRICAL NOTES SHALL APPLY TO ALL E SERIES DRAWINGS, IN COORDINATION WITH DIVISION 26, 27 & 28 SECTIONS, AND FRONT END (DIVISION 0 AND 1) REQUIREMENTS. ALL WORK ASSOCIATED WITH THE E SERIES DRAWINGS SHALL BE COORDINATED WITH ALL OTHER TRADES TO AVOID CONFLICTS. 2. ALL WORK SHALL BE PERFORMED IN COOPERATION WITH THE OWNER AND THE ARCHITECT/ENGINEER. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE CONSTRUCTION SCHEDULE ESTABLISHED BY THE OWNER, AND SHALL IMMEDIATELY REPORT ANY DELAYS IN MATERIALS RECEIPT INCLUDING CIRCUMSTANCES CAUSING DELAYS.COMMENCE WORK AFTER PRECONSTRUCTION MEETING AND PROCEED DILIGENTLY AND CONTINUOUSLY TO COMPLETION.PRIOR TO STARTING WORK, SUBMIT FOR OWNER'S APPROVAL, A DETAILED SCHEDULE INDICATING ALL WORK THAT MAY AFFECT THE BUILDING AND NEARBY BUILDINGS/STRUCTURES, SUCH AS UTILITY SHUT DOWNS, NOISE GENERATING EQUIPMENT, ETC.PERFORM WORK IN A MANNER WHICH MINIMIZES NOISE. OPERATIONS IN WHICH NOISE CANNOT BE MINIMIZED SHALL BE SCHEDULED WITH OWNER. 3. CONTRACT DRAWINGS FOR THE ELECTRICAL WORK ARE DIAGRAMMATIC, INTENDED TO CONVEY THE SCOPE OF WORK AND TO INDICATE THE GENERAL ARRANGEMENT AND APPROXIMATE LOCATION OF EQUIPMENT, PIPING, AND ACCESSORIES. THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING ALL CONDITIONS, DIMENSIONS, AND LOCATIONS PRIOR TO BIDDING PROJECT. CHECK PROJECT DRAWINGS PRIOR TO INSTALLATION FOR INTERFERENCES WITH OTHER TRADES. SHOULD THE CONTRACTOR FIND SUCH INTERFERENCES, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK WITH OTHERS. THE OWNER RESERVES THE RIGHT TO MAKE REASONABLE CHANGES PRIOR TO ROUGH-IN WITHOUT ADDED EXPENSE. DIMENSIONS INDICATED ARE SUBJECT TO VERIFICATION OF EXACT SITE CONDITIONS AT THE TIME OF INSTALLATION.THE CONTRACTOR SHALL INSTALL ALL CONDUIT, WIRE, EQUIPMENT, LIGHT FIXTURES, ETC. IN A WORKMAN LIKE MANNER WITH QUALIFIED ELECTRICIANS.ANY DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS SHALL BE REPORTED TO THE OWNER. IN THE EVENT OF A DISCREPANCY, THE DRAWINGS WILL GOVERN OVER THE SPECIFICATIONS. 4. ALL ELECTRICAL WORK SHALL BE INSTALLED TO MEET THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, VERMONT BUILDING CODE, ENERGY CONSERVATION CODE, AND VERMONT FIRE CODE. ALL WORK SHALL COMPLY WITH LOCAL, STATE AND FEDERAL REGULATIONS AND OTHER AUTHORITIES HAVING JURISDICTION. 5. CONTRACTOR RESPONSIBLE FOR PAYING FOR ALL FEES ASSOCIATED WITH OBTAINING INSPECTIONS AND WORK PERMITS. 6. THE ELECTRICAL CONTRACTOR SHALL BE LICENSED IN THE LOCAL JURISDICTION PRIOR TO BIDDING ON PROJECT. CONTRACTOR TO CONTACT CITY/TOWNSHIP TO VERIFY LICENSE TO ENSURE THEY ARE CURRENT. 7. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER RECOMMENDATIONS. ANY CONFLICTS WITH INSTALLATION AND MANUFACTURER RECOMMENDATIONS SHALL BE REPORTED TO ENGINEER. 8. CUTTING AND PATCHING - ALL NOTES BELOW HOLD THE COMMON CONDITION "UNLESS OTHERWISE NOTED". NEW CONSTRUCTION: ALL CUTTING AND PATCHING THROUGH ALL WALL, CEILING, ETC. SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR IN COORDINATION WITH HIS WORK. ALL PAINTING AND FINISHING SHALL BE DONE BY GENERAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH GENERAL CONTRACTOR.OPENINGS MADE POST-FINISH: IF AN OPENING IS REQUIRED IN A FINISHED SURFACE, AFTER COMPLETION, DUE TO LACK OF COORDINATION OR PROPER SCHEDULE MAINTENANCE, THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CUTTING AND PATCHING REQUIRED TO FINISH SPECIFIC ELECTRICAL WORK AND RESTORE THE FINISHED SURFACE TO PREVIOUS CONDITION. 9. PROVIDE (FURNISH AND INSTALL) ALL NEW EQUIPMENT AND MATERIALS AS DESCRIBED HEREIN. ANY MATERIAL, OPERATION, METHOD, OR DEVICE MENTIONED, LISTED OR NOTED WITHIN THIS SPECIFICATION SHALL BE FURNISHED BY THIS CONTRACTOR UNLESS SPECIFICALLY MENTIONED AS BEING FURNISHED OR INSTALLED BY OTHERS.ALL MATERIALS SHALL BE AS SPECIFIED, OR EQUAL, AS APPROVED BY OWNER. MATERIALS SPECIFIED INDICATE QUALITY INTENT THAT WILL BE USED AS A BASIS FOR REVIEW OF SUBSTITUTES. SEE GENERAL CONDITIONS FOR SUBSTITUTION PROCEDURES.MATERIALS SHALL BE STORED AT A LOCATION DETERMINED BY THE OWNER.DELIVERY OF MATERIALS SHALL BE AS DIRECTED BY THE OWNER. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE COMPLETE AND OPERABLE SYSTEMS, INCLUDING OPERATIONAL PROPERTIES TO THE EXTENT NECESSARY TO LINK MULTIPLE COMPONENTS OF THE SYSTEMS TOGETHER AND TO INTERFACE WITH SYSTEMS PROVIDED BY OTHERS. THE ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL SYSTEMS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE.THE CONTRACTOR SHALL PROVIDE OWNER WITH ALL NECESSARY OPERATION AND MAINTENANCE MANUALS, SHOP DRAWINGS, WIRING DIAGRAMS, AND WARRANTY PAPERWORK UPON COMPLETION OF THE PROJECT.THE CONTRACTOR SHALL REPAIR, ADJUST, OR REPLACE ANY EQUIPMENT, MATERIAL, OR WORKMANSHIP FOUND TO BE DEFECTIVE. 11. THE ELECTRICAL CONTRACTOR SHALL HOLD THE OWNER, ARCHITECT, AND ENGINEER HARMLESS AGAINST ANY AND ALL CLAIMS ARISING FROM WORK PERFORMED BY THIS CONTRACTOR ON THE SITE. 12. DISCONNECTION OF SERVICES SHALL BE PERFORMED AT A TIME AUTHORIZED BY THE OWNER. TEMPORARY UTILITIES, IF NEEDED SHALL BE PROVIDED AND BE COORDINATED WITH THE OWNER. 13. CONTRACTOR SHALL PROVIDE PROTECTION OF ADJACENT PROPERTY INCLUDE ALL EXISTING SITE AND LANDSCAPE ELEMENTS. FURTHERMORE, EVERY EFFORT SHALL BE MADE TO PROTECT BUILDING COMPONENTS DURING CONSTRUCTION. A PROTECTION PROPOSAL MUST BE SUBMITTED TO THE OWNER FOR REVIEW. 14. CONTRACTOR SHALL KEEP SITE FREE OF DEBRIS AND ACCUMULATED REFUSE. SITE SHALL BE BROOM SWEPT AT THE END OF EACH WORKING DAY. 15. ALL PENETRATIONS MADE IN EXISTING FIRE RATED WALLS, FLOORS, OR CEILINGS SHALL BE SEALED TO MAINTAIN THE FIRE RATING. GENERAL NOTES OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪ Burlington VT 05401 802▪864▪6844 ▪ www.fffinc.comArchitecture ▪ Planning ▪ Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 12" = 1'-0" Author Designer Checker 03/01/2024 LEGEND & GENERALNOTES E000 PERMIT SET NO.DATE DESCRIPTION 11 AA BB CC DD EE FF GG HH II 22 33 44 55 66 77 88 99 1010 1111 1212 13131414 REMOVE ALL EXISTING ELECTRICAL DEVICES, EQUIPMENT, FIXTURES, ETC IN EXISTING HANGAR OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪ Burlington VT 05401 802▪864▪6844 ▪ www.fffinc.comArchitecture ▪ Planning ▪ Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 1/8" = 1'-0" Author Designer Checker 03/01/2024 GROUND FLOORREMOVAL PLAN ED101 PERMIT SET ELECTRICAL KEY NOTES NO.DATE DESCRIPTION SCALE: 1/8" = 1'-0"1 GROUND LEVEL-DEMOLITION PLAN G G C C C C C C C C G G C C C C C C C C G G G G G G G GG G G G G G EP EP EP WPWP WP WP WP WPWPWPWPWP G G G G BTC PROGRAMCLASSROOM 121 ADV. MAN. CLASSROOM 123 ADULT AVIATIONCLASSROOM 144 OFFICE 143 OFFICE AND RECORDS 141 REFERENCE 139 RESTROOM 138 RESTROOM 136 AVIATION CLASSROOM 133 JC 135 CORRIDOR 120 OFFICE 111 OFFICE 113 CATERING KITCHEN /KITCHENETTE 115 RR 124 RR 122JC 126 BATTERY 132.5 STORAGE 132.2 PAINT BOOTH 132.3 BATTERY 132.4 SIMULATOR ANDSAMPLES 132.1 STORAGE 116.2 AM - CONDITIONED TOOLS 116.3 ENTRY COMMONS / BUSWAITING 110 AVIATION SHOPS 132 BTC SHOPS 116 CORRIDOR 130 AVIATION HANGAR 150 MDP G-LVP1(L) G-LVP1(R) G-LVS2 T2T3 G-LVS1 PROVIDE E-STOP FOR PANEL BOARD SHUNT TRIP BREAKER PROVIDE E-STOP FOR PANEL BOARD SHUNT TRIP BREAKER PROVIDE E-STOP FOR PANEL BOARD SHUNT TRIP BREAKER PROVIDE E-STOP FOR PANEL BOARD SHUNT TRIP BREAKER PROVIDE E-STOP FOR PANEL BOARD SHUNT TRIP BREAKER PROVIDE E-STOP FOR PANEL BOARD SHUNT TRIP BREAKER T1 E401 1 EP4 IT RACK 134 WATER SERVICE ANDFIRE PUMPS 102 ELECTRIC SERVICEENTRY 103 ENTRY VESTIBULE 101 EP8 EP6 EP6 EP6 EP6 EP6 EP6 TYP. EY3 150KW GENSET E4012 GMP XFMR CT CABINET METER #1 CT CABINET METER #2 HP-A AC-2 E401 3 ARU-6 ARU-5 ARU-4 ARU-3 ARU-2 ARU-1 EF-5EF-5EF-5 EP14 EP14 EP14 EP14 ARU-7 ARU-8 ARU-9 AC-1 AC-2 AC-2 AC-2 AC-1 AC-1 AC-1 AC-2 AC-2 AC-1AC-2 HP-A ECUH-1 ECUH-2 FP-1 FP-2 EP4 PROJECT NORTH TRUE NORTHOF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪ Burlington VT 05401 802▪864▪6844 ▪ www.fffinc.comArchitecture ▪ Planning ▪ Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 1/8" = 1'-0" Author Designer Checker 03/01/2024 GROUND FLOOR POWER& COMM PLAN E101 PERMIT SET 0 FT 8 FT 16 FT 24 FT SCALE: 1/8" = 1'-0"1 GROUND LEVEL - POWER & COMMUNICATIONS PLAN ELECTRICAL KEY NOTES EP4 PROVIDE A 120V, 20A CIRCUIT WITH A GFI CIRCUIT BREAKER TO SERVE ELECTRIC WATER COOLER. COORDINATE LOCATION OFWATER COOLER RECEPTACLE AND MOUNTING HEIGHT IN FIELD AS REQUIRED PER FINAL WATER COOLER SELECTION. EP6 PROVIDE FLUSH MOUNTED FLOOR GROUNDING RECEPTACLES WITH GROUND RODS FOR STATIC DISCHARGE FROM AIRCRAFT.COORDINATE EXACT LOCATIONS BASED ON CONFIRMATION FROM OWNER FOR FINAL AIRCAFT LAYOUT IN THE HANGAR. THEGROUNDING RECEPTACLES SHALL BE SET IN THE GROUND/SLAB BEFORE THE SLAB IS POURED. TYPICAL FOR A TOTAL OF 4PER HANGAR. EP8 PROVIDE A 150KW, 480Y/277V, DIESEL GENERATOR WITH AN OUTDOOR SOUND ATTENUNATED ENCLOSURE, A 24-HOURSUB-BASE DIESEL TANK, A ROOF-MOUNTED 50KW LOAD BANK, AND AN UPSIZED 250KW ALTERNATOR. REFER TOSPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. REFER TO CIVIL PLANS FOR BOLLARD AND GENERATOR PAD DETAILS. EP14 COORDINATE FINAL HEIGHT OF RECEPTACLE AND DATA OUTLET WITH THE FINAL MOUNTING HEIGHT OF THE MONITOR. EY3 ALL DATA OUTLETS SHALL BE TERMINATED IN IT ROOM XXX. NO.DATE DESCRIPTION MEZZANINE 200 MECHANICAL 201 T4 M-LVP1M-HVP1 PROJECT NORTH TRUE NORTHOF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪ Burlington VT 05401 802▪864▪6844 ▪ www.fffinc.comArchitecture ▪ Planning ▪ Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 1/8" = 1'-0" Author Designer Checker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aple Street ▪ Burlington VT 05401 802▪864▪6844 ▪ www.fffinc.comArchitecture ▪ Planning ▪ Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 1/8" = 1'-0" Author Designer Checker 03/01/2024 GROUND FLOORLIGHTING PLAN E201 PERMIT SET 0 FT 8 FT 16 FT 24 FT SCALE: 1/8" = 1'-0"1 GROUND FLOOR - LIGHTING RENOVATION PLAN ELECTRICAL KEY NOTES EL1 CEILING MOUNTED OCCUPANCY SENSORS IN HANGAR AND SHOP SPACES SHALL BE MOUNTED 30'-0" ABOVE FINISHED FLOORAND A MINIMUM OF 6'-0" AWAY FROM AIR DIFFUSERS. EXACT LOCATION OF DEVICES SHALL BE COORDINATED IN THE FIELD. NO.DATE DESCRIPTION MSMSMS MEZZANINE 200 MECHANICAL 201 X3 X3 F-5 F-5 F-5 F-5 F-5 F-7 F-7 PROJECT NORTH TRUE NORTHOF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪ Burlington VT 05401 802▪864▪6844 ▪ www.fffinc.comArchitecture ▪ Planning ▪ Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 1/8" = 1'-0" Author Designer Checker 03/01/2024 MEZZANINE LEVELLIGHTING PLAN E202 PERMIT SET ELECTRICAL KEY NOTES NO.DATE DESCRIPTION SCALE: 1/8" = 1'-0"1 MEZZANINE LEVEL - LIGHTING RENOVATION PLAN CR CR CR CR REX RE X RE X CR CR CR ADULT AVIATION CLASSROOM 144 OFFICE 143 OFFICE AND RECORDS 141 REFERENCE 139 RESTROOM 136 RESTROOM 138 CORRIDOR 130 CORRIDOR 130 CORRIDOR 120 ENTRY COMMONS / BUS WAITING 110 STORAGE 132.2 PAINT BOOTH 132.3 BATTERY 132.4 BATTERY 132.5 SIMULATOR ANDSAMPLES 132.1 STORAGE 116.2 JC 126 RR 124 RR 122 AM - CONDITIONEDTOOLS 116.3 CATERING KITCHEN /KITCHENETTE 115 OFFICE 113 OFFICE 111 BTC PROGRAMCLASSROOM 121 ADV. MAN. CLASSROOM 123AVIATION CLASSROOM 133 JC 135 AVIATION HANGAR 150 AVIATION SHOPS 132 BTC SHOPS 116 IT RACK 134 ELECTRIC SERVICEENTRY 103 ENTRY VESTIBULE 101 WATER SERVICE ANDFIRE PUMPS 102 134B 134C bifold110 150A DC DC DC DC DC DC PROJECT NORTH TRUE NORTHOF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪ Burlington VT 05401 802▪864▪6844 ▪ www.fffinc.comArchitecture ▪ Planning ▪ Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 1/8" = 1'-0" Author Designer Checker 03/01/2024 GROUND FLOORSECURITY PLAN E301 PERMIT SET 0 FT 8 FT 16 FT 24 FT SCALE: 1/8" = 1'-0"1 GROUND LEVEL - SECURITY RENOVATION PLAN ELECTRICAL KEY NOTES NO.DATE DESCRIPTION G G G G EP G G WP MDP T1 T3 T2 G-HVM1 G-HVL1 G-LVP1(L) SECONDARY SIDE (T2) SECONDARY SIDE (T3) FACP (T2 STACKED ON TOP OF T3) ATS1 T5 G-HVSB1 G-LVSB1 DAS PANEL DD 1313 1414 G-LVP1(R) ELECTRIC SERVICEENTRY 103 EP9 METER #2 CT CABINET CT CABINET METER #1 EP10 EP10 EP11 IT RACK 134 EY4 EY6 WATER SERVICE ANDFIRE PUMPS 102 OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪ Burlington VT 05401 802▪864▪6844 ▪ www.fffinc.comArchitecture ▪ Planning ▪ Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 As indicated Author Designer Checker 03/01/2024 ENLARGED PLANS E401 PERMIT SET ELECTRICAL KEY NOTES EP9 PROVIDE A GENERATOR REMOTE ANNUNCIATOR. COORDINATE FINAL LOCATION OF ANNUNCIATOR WITH THE OWNER PRIORTO INSTALLATION. REFER TO ELECTRICAL DETAILS FOR REQUIRED COMMUNICATION CABLING. EP10 HANG TRANSFORMERS FROM STRUCTURE ABOVE. TRANSFORMER SHALL BE LOCATED A MINIMUM 6 INCHES FROM THECLOSEST ADJACENT WALL. MAINTAIN ALL REQUIRED NEC 110.26 DEDICATED EQUIPMENT SPACE AND WORKING SPACEREQUIREMENTS OF THE PANELBOARDS IN THE SAME ELECTRICAL ROOM. EP11 PROVIDE FLOOR MOUNTED TRANSFORMERS WITH HOUSEKEEPING PAD. REFER TO DETAILS ON X-XXX EY4 PROVIDE 42U, FLOOR STANDING DATA RACK WITH LOCKABLE DOORS. REFER TO SPECIFICATIONS FOR BASIS OF DESIGN.BASIS OF DESIGN UNIT DIMENSIONS: -- EY6 PROVIDE IT ROOM COPPER GROUND BAR. REFER TO SPECIFICATIONS FOR EXACT SIZE AND THICKNESS. PROVIDE #6 GREENINSULATED GROUND CONDUCTOR IN 3/4" CONDUIT FROM IT GROUND BAR TO GROUND BAR OF PANEL 1EP14 IN ADJACENTELECTRICAL ROOM. ALL METAL CABLE TRAY AND METAL CABLE TRAY SHALL BE BONDED TO THE IT ROOM GROUND BAR WITH#12 GREEN INSULATED COPPER. 0 FT 4 FT 8 FT 12 FT SCALE: 1/2" = 1'-0"1 ENLARGED PLAN - ELECTRICAL ROOM 103 0 FT 4 FT 8 FT 12 FT SCALE: 1/4" = 1'-0"2 ENLARGED PLAN - IT RACK 134 NO.DATE DESCRIPTION 0 FT 4 FT 8 FT 12 FT SCALE: 1/4" = 1'-0"3 ENLARGED PLAN - WATER SERVICE & FIRE PUMPS 102 TYPE A: SINGLE DIMMING ZONE WITH MOTION SENSOR 120/277V LOW VOLTAGE MOTION SENSOR NEUTRAL POWERPACK QUANTITY OF DIGITAL VACANCY SENSORS AS SHOWN PER PLANS LIGHTING LOAD 0-10V DIMMING LOW VOLTAGE ON/OFF/RAISE/LOWER 4-C TYPE CMP #18AWG OR AS REQUIRED PER MANUFACTURER EMERGENCY BATTERY VOLTAGE SENSING LEG (IF REQUIRED) TYPE B: WALL SENSOR SWITCH NEUTRAL LINE VOLTAGE (AND 0-10V DIMMING WIRING AS REQ'D)MOTION SENSOR WALL SWITCH OR MOTION SENSOR DIMMING WALL SWITCH BASIS OF DESIGN MODEL NUMBERS: DESCRIPTION LOW VOLTAGE DUAL TECHNOLOGY MOTION SENSOR (CEILING) LOW VOLTAGE ON/OFF DIMMER SWITCH POWER PACK MANUFACTURER WATTSTOPPER WATTSTOPPER WATTSTOPPER MODEL NUMBER DT-300 DCLV2 BZ-250 DUAL TECHNOLOGY WALL SWITCH SENSOR WATTSTOPPER DW-100 WATTSTOPPER DW-311DUAL TECHNOLOGY 0-10V DIMMING WALL SWITCH SENSOR DETECTION AREA N/A N/A 15' X 15' MINOR MOTION 15' X 15' MINOR MOTION 1000 SQ. FT (23' DIAMETER MINOR MOTION) OPERATION MANUAL ON / AUTOMATIC OFF AFTER 20 MIN. MANUAL ON / AUTOMATIC OFF AFTER 20 MIN. MANUAL ON / AUTOMATIC OFF AFTER 20 MIN. MANUAL ON / AUTOMATIC OFF AFTER 20 MIN. MANUAL ON / AUTOMATIC OFF AFTER 20 MIN. 120/277V ONOFFONOFF MOMENTARY ON/OFF(AS REQ'D) LIGHTING LOAD EMERGENCY BATTERY VOLTAGE SENSING LEG (IF REQUIRED) LOW VOLTAGE MOMENTARY SWITCH WATTSTOPPER DCC2N/A MANUAL ON / AUTOMATIC OFF AFTER 20 MIN. TYPE C: EXTERIOR LIGHTING RELAY CONTROL PANEL NEUTRAL 120/277V LIGHTING LOAD LIGHTING CONTROL RELAY PANEL WATTSTOPPER LMCP8-10V-115/277N/A AUTOMATIC DUSK TO DAWN OPERATION AUTOMATIC DIMMMING TO 50% PER NY SETBACK REQUIREMENTS BETWEEN MIDNIGHT AND 6AM DIMMING LIGHTING RELAY CONTROL PANEL INPUT LOCATION COORDINATES (ASTRONOMIC)LIGHTING LOAD LINE VOLTAGE (AND 0-10V DIMMING WIRING AS REQ'D) EMERGENCY BATTERY VOLTAGE SENSING LEG (IF REQUIRED) RELAY COIL VOLTAGE QUANTITY OF LIGHTING CIRCUITS PER PLANS MANUAL OVERRIDE SWITCH INTEGRAL TO RELAYS BATHROOM EXHAUST FAN BATHROOM EXHAUST FAN TO BE CONTROLLED WITH LIGHTS (AS APPLICABLE) TYPE A,D A A,D B B A,D C TYPE D: CEILING MOTION SENSORS (NO DIMMING) 120/277V LOW VOLTAGE MOTION SENSOR NEUTRAL POWERPACK QUANTITY OF DIGITAL VACANCY SENSORS AS SHOWN PER PLANS LIGHTING LOAD4-C TYPE CMP #18AWG OR AS REQUIRED PER MANUFACTURER EMERGENCY BATTERY VOLTAGE SENSING LEG (IF REQUIRED) ONOFF MOMENTARY ON/OFF TYPE F: 2-ZONE OPEN OFFICE WITH MOTION SENSOR 120/277V DIGITAL MOTION SENSOR NEUTRAL DIGITAL ROOM CONTROLLER QUANTITY OF DIGITAL VACANCY SENSORS AS SHOWN PER PLANS LIGHTING LOAD (ZONE A) CAT5E CABLES OR BETTER PER MANUFACTURER REQUIREMENTS EMERGENCY BATTERY VOLTAGE SENSING LEG (IF REQUIRED) 4-BUTTON SCENE SWITCHES 4-BUTTON DIGITAL SCENE SWITCH WATTSTOPPER LMSW-104N/A MANUAL ON / AUTOMATIC OFF OF ALL ZONES AFTER 20 MIN. AFTER ALL OCCUPANTS HAVE LEFT THE SPACE EQUALS: EQUIVALENT LIGHTING CONTROL SYSTEMS BY HUBBELL OR ACUITY BRANDS (NLIGHT OR SENSOR SWITCH) ARE ACCEPTABLE F LIGHTING LOAD (ZONE B) LINE VOLTAGE AND 0-10V DIMMING 1.2.3.4. 4 BUTTON CONTROL (TOP TO BOTTOM):ZONE A ON/OFFZONE B ON/OFFZONE A & B DIMMING RAISEZONE A & B DIMMING LOWER 1234 1234 DUAL RELAY ON/OFF/0-10V DIGITAL DIMMING ROOM CONTROLLER WATTSTOPPER LMRC-212N/A MANUAL ON / AUTOMATIC OFF OF ALL ZONES AFTER 20 MIN. AFTER ALL OCCUPANTS HAVE LEFT THE SPACE F DIGITAL DUAL TECHNOLOGY MOTION SENSOR (CEILING)WATTSTOPPER LMDC-1001000 SQ. FT (23' DIAMETER MINOR MOTION) MANUAL ON / AUTOMATIC OFF OF ALL ZONES AFTER 20 MIN. AFTER ALL OCCUPANTS HAVE LEFT THE SPACE F NEARESTGROUNDINGELECTRODE N G N GEC PER NECTABLE 250.66 SBJ PER NEC TABLE250.102(C)(1) TRANSFORMER PRIMARYCONDUCTORS PANELBOARD WITH MCB SSBJ PER NECTABLE 250.102(C)(1) SSBJ PER NECTABLE 250.102(C)(1) DELTA-WYE TRANSFORMER TABLE 250.66 (ASSUMING COPPER): SIZE OF LARGEST UNGROUNDED CONDUCTOR OR EQUIVALENT AREA FOR PARALLEL CONDUCTORS #2 OR SMALLER#1 OR #1/0#2/0 OR #3/0OVER #3/0 THRU 350KCMILOVER 350KCMIL THRU 600 KCMILOVER 600 KCMIL THRU 1100 KCMILOVER 1100 KCMIL ABBREVIATIONS: SBJ:SYSTEM BONDING JUMPERSSBJ:SUPPLY-SIDE BONDING JUMPERGEC: GROUNDING ELECTRODE CONDUCTOR SIZE OF GEC #8#6#4#2#1/0#2/0#3/0 TABLE 250.102(C)(1) (ASSUMING COPPER): SAME AS TABLE 250.66, WITH EXCEPTION TO THE "OVER 1100KCMIL" CATEGORY, WHERE THE CORRESPONDING SIZE IS 12.5% OF THE AREA OF THE LARGEST UNGROUNDED SUPPLY CONDUCTOR OR EQUIVALENT AREA FOR PARALLEL CONDUCTORS. PROJECT SPECIFIC SIZES: 75KVA XFMR:SBJ:#2SSBJ:#2GEC:#2 45KVA XFMR:SBJ:#6SSBJ:#6GEC:#6 <PANEL NAME> TYPICAL NAMEPLATE - PANELBOARD: TYPICAL NAMEPLATE - FUSIBLE DISCONNECT SWITCH: <VOLTAGE>, <PHASE>, <WIRE>, <MAIN> SOURCE: <SOURCE PANEL> <FEEDER WIRE & CONDUIT SIZE> <INSTALLATION DATE MM/YYYY> ••• •• PLASTIC ENGRAVED NAMEPLATES. BLACK TEXT ON WHITE BLACKGROUNDDO NOT USE HANDWRITTEN TEXTLABELS SHOWN ARE TO GIVE AN EXAMPLE ONLY. MODIFY LOCATION AND PANELBOARD FEEDER BEING TAPPED AS REQUIRED TO MATCH AS-BUILT CONDITIONSPROVIDE IDENTIFICATION LABELS MANUFACTURED BY SETON ID PRODUCTS, BRIMAR INDUSTRIES, OR KOLBI PIPE MARKER CO.NAMEPLATE DIMENSIONS ARE INTENDED TO PROVIDE A MINIMUM SIZE ONLY. FINAL DIMENSIONS MAY NEED TO BE LARGER AS REQUIRED TO SHOW THE REQUIRED INFORMATION TO MATCH AS-BUILT CONDITIONS. 0' - 3" 0' - 0 1/2" 0' - 0 1/4" 0' - 6 1/4" <EQUIP TAG> <VOLTAGE>, <PHASE>, <FUSE SIZE> SOURCE: <SOURCE PANEL> <CIRCUIT WIRE & CONDUIT SIZE> 0' - 2 1/2" 0' - 0 1/2" 0' - 0 1/4" 0' - 6 1/4" TYPICAL NAMEPLATE - TRANSFORMER: <XFMR TAG> SOURCE: <SOURCE PANEL> SOURCE LOCATION: <LOCATION> LOAD: <LOAD PANEL> 0' - 2 1/2" 0' - 0 1/2" 0' - 0 1/4" 0' - 6 1/4" <EQUIP NAME> TYPICAL AVAILABLE FAULT CURRENT NAMEPLATE AT SERVICE EQUIPMENT: AVAIL. FAULT CURRENT: <CURRENT> DATE: <CALCULATION DATE MM/YYYY> 0' - 2 1/2" 0' - 0 1/2" 0' - 0 1/4" 0' - 6 1/4" OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪ Burlington VT 05401 802▪864▪6844 ▪ www.fffinc.comArchitecture ▪ Planning ▪ Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 Not to Scale Author Designer Checker 03/01/2024 DETAILS E501 PERMIT SET SCALE: N.T.S.1 TYPICAL LIGHTING CONTROL SCHEMATICS SCALE: N.T.S.2 TYPICAL TRANSFORMER GROUNDING SCALE: Not to Scale3EXAMPLE IDENTIFICATION NO.DATE DESCRIPTION NEUTRAL BARGROUND BAR 480/277V, 3PH, 4W, 1200A MAINS, 1000A MCB SERVICE ENTRANCE RATED PANELBOARD 'MDP' #3/0 MAIN BONDING JUMPER. GROUND AND NEUTRAL BARS ONLY BONDED AT SERVICE ENTRANCE. MAINTAIN SEPARATION OF GROUND AND NEUTRAL DOWNSTREAM. #6 AWG BARE COPPER GEC, EXOTHERMICALLY WELDED(PER NEC 250.66(A)) 3/4" BY 10' COPPER CLAD GROUND ROD IN FULL CONTACT WITH SOIL (TYPICAL OF 2). PROVIDE GROUND ACCESS WELLS AS REQUIRED IN HARDSCAPE AREAS. 20' WATER SERVICE #3/0 AWG BARE COPPER GROUNDELECTRODE CONDUCTOR (GEC),MECHANICALLY CONNECTED. BUILDING STEEL (METAL IN-GROUND SUPPORT STRUCTURE) #3/0 AWG BARE COPPER GEC,MECHANICALLY FASTENED TOBUILDING STEEL. EXOTHERMIC WELD EXOTHERMIC WELD #6 AWG BARE COPPER GEC IN RIGID CONDUIT SLEEVE (PER NEC 250.66(A)) CONCRETE-ENCASED ELECTRODE #4 AWG BARE COPPER (PER NEC 250.66(B)) SCHED. 80 PVC SLEEVE LISTED CONNECTION GENERATOR CONTROLLERBASIS OF DESIGN: KOHLER/GENERAC/CUMMINS TRANSFER SWITCH(ATS-#1) NO NO 1. 2. 3. 4. 5. 6. CONTROL CABLE SCHEDULE: (2) #12AWG (LOAD BANK DUMP CONTROLS) (6) #12AWG (3-WIRE START/STOP & SPARES) (4) #12AWG (FIRE PUMP LOAD SHED) (4) #12AWG (2-WIRE START/STOP & SPARES) (2) #10AWG (REMOTE ANNUNCIATOR 12/24VDC) INDOOR/OUTDOOR, RS-485, 2-PR STP (ANNUNCIATOR COMM.) # 1. 2. 3. 4. A.5. SEQUENCE OF OPERATION: ALL AUTOMATIC TRANSFER SWITCHES MONITOR THE UTILITY VOLTAGE AND PROVIDE 2-WIRE START/STOP OR 3-WIRE START/STOP TO THE GENERATOR CONTROLLERUPON DETECTION OF LOSS OF POWER ON THE UTILITY SERVICE, THE ASSOCIATED TRANSFER SWITCH SHALL PROVIDE A START COMMAND TO THE GENERATOR. THE ASSOCIATED TRANSFER SWITCH SHALL ALSO PROVIDE A LOAD DUMP SIGNAL TO SIGNAL THE GENERATOR CONTROLLER TO DISCONNECT THE LOAD BANK. UPON REACHING ITS RATED VOLTAGE AND FREQUENCY, THE GENERATOR SHALL CLOSE ITS CIRCUIT BREAKERS. IF THE FIRE PUMP EXPERIENCES A WATER FLOW ALARM, IN ANTICIPATION OF THE IMMINENT FIRE PUMP START, THE FOLLOWING OPTIONAL STANDBY LOADS SHALL BE DISCONNECTED THROUGH TRANSFER SWITCHES:ATS-#1WHEN UTILITY SUPPLY RETURNS, THE TRANSFER SWITCHES DISCONNECT FROM THE GENERATOR AND THE GENERATOR THEN OPERATES FOR THE COOLDOWN PERIOD AND SUBSEQUENTLY SHUTS DOWN. NFPA 110 LED REMOTE ANNUNCIATOR LOAD SHED CONTACTS FIRE PUMP #1 TRANSFER SWITCH NO NCCOMNO FIRE PUMP WATER FLOW ALARM FIRE PUMP #2 TRANSFER SWITCH NO NCCOMNO 2 3 5 6 1 4 OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪ Burlington VT 05401 802▪864▪6844 ▪ www.fffinc.comArchitecture ▪ Planning ▪ Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 N.T.S. Author Designer Checker 03/01/2024 DETAILS E502 PERMIT SET SCALE: Not to Scale1SERVICE ENTRANCE GROUNDING SCHEMATIC SCALE: N.T.S.2 GENERATOR CONTROL SCHEMATIC NO.DATE DESCRIPTION M 3Φ GMP PAD-MOUNTED XFMR, 480/277V SECONDARYFURNISHED AND SET BY GMPALL TERMINATIONS BY CONTRACTOR GMP APPROVED UTILITY EQUIPMENT:METER SOCKET AND CT CABINET MAIN DISTRIBUTION PANEL "MDP", 1200A MAIN, 1000A MCB, 480/277V, 3PH, 4WSUITABLE FOR USE AS SERVICE EQUIPMENT UTILITY 400A3P 1000AT1200AF3P,LSIG,ERMS 480Y/277V3Φ, 4W PANEL G-HVM1 400A MLO42 SPACE 125A3P 208Y/120V3Φ, 4W PANELG-LVP1(L) 225A MCB42 SPACEFEED-THRU XFMR "T1" 75KVA 208Y/120V3Φ, 4W PANELG-LVP1(R) 225A MLO42 SPACE 100A3P 480Y/277V3Φ, 4W PANEL G-HVL1 100A MCB42 SPACE 125A3P 208Y/120V3Φ, 4W PANELG-LVS1 225A SHUNTTRIP MCB42 SPACE XFMR "T2" 75KVA 125A3P 208Y/120V3Φ, 4W PANELG-LVS2 225A SHUNTTRIP MCB42 SPACE XFMR "T3" 75KVA 30A3P SPD 1000/4 030/4 400/4 125/3 125/3 125/3 225/4/SSBJ 225/4/SSBJ 225/4/SSBJ 100/4 200A3P 480Y/277V3Φ, 4W PANEL M-HVP1 250A MLO42 SPACE 200/4 208Y/120V3Φ, 4WPANEL M-LVP1 225A MCB42 SPACE XFMR "T4" 75KVA 225/4/SSBJ 125/3 60HP, 480V, 3PH FIRE PUMP #2 E N L 60HP, 480V, 3PH FIRE PUMP #1 E N L 225A3P 480Y/277V3Φ, 4WPANEL G-HVSB1 250A MLO42 SPACE 208Y/120V3Φ, 4WPANELG-LVSB1 125A MCB42 SPACE XFMR "T5" 45KVA 125/4/SSBJ 070/3 225/4 M 115/4 E N L ATS#1480V, 260A, 4P G GMP APPROVED UTILITY EQUIPMENT:METER SOCKET AND CT CABINET SERVICE-ENTRANCE CONDUCTOR SPLICE USING LISTED DEVICE SUITABLE FOR USE ON THE LINE SIDE OF SERVICE EQUIPMENT 115/3115/3 200A3P 80A3P 225A3P 50KW LOAD BANK 115/3 225/4 GENSET LOAD CENTER 060/3 FIRE PUMP EMERGENCY CONDUCTOR SPLICE WITHIN A NEMA 3R JUNCTION BOX OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪ Burlington VT 05401 802▪864▪6844 ▪ www.fffinc.comArchitecture ▪ Planning ▪ Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 N.T.S. Author Designer Checker 03/01/2024 ONE LINE DIAGRAM E601 PERMIT SET SCALE: N.T.S.1 ELECTRICAL ONE LINE DIAGRAM NO.DATE DESCRIPTION OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪ Burlington VT 05401 802▪864▪6844 ▪ www.fffinc.comArchitecture ▪ Planning ▪ Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 Author Designer Checker 03/01/2024 SCHEDULES E701 PERMIT SET 1. PROVIDE INTEGRAL EMERGENCY BATTERY (14 WATT OR SIMILAR) FOR ALL FIXTURES WITH "E" EMERGENCY DESIGNATION NOTES: LIGHT FIXTURE SCHEDULE TYPE MARK DESCRIPTION WATTS (W)MANUFACTURER MODEL VOLTAGE MOUNTING SWITCH ID COMMENTS F-1 HALO SERIES 6" LED DOWNLIGHT 30 COOPER LIGHTING HM6-3000-840-D010-3500KTRIM: 61-WD-W-WF UNV.RECESSED F-1E HALO SERIES 6" LED DOWNLIGHT WITH INTEGRAL EMERGENCYBATTERY BACKUP 30 COOPER LIGHTING HM6-3000-840-D010-3500K-IEM14TRIM:61-WD-W-IEM UNV.RECESSED F-2 METALUX ACHIEVA SELECTABLE LUMEN & CCT TROFFER 2' X 2'30 COOPER LIGHTING 22ARS-L3C3-UNV-MED-3500K-80CRI UNV.RECESSED F-2E METALUX ACHIEVA SELECTABLE LUMEN & CCT TROFFER 2' X 2' WITHINTEGRAL EMERGENCY BATTERY BACKUP 30 COOPER LIGHTING 22ARS-L3C3-UNV-MED-3500K-80CRI-EL14W UNV.RECESSED F-3 METALUX ACHIEVA SELECTABLE LUMEN & CCT TROFFER 2' X 4'35 COOPER LIGHTING 24ARS-L3C3-UNV-MED-3500K-80CRI UNV.RECESSED F-3E METALUX ACHIEVA SELECTABLE LUMEN & CCT TROFFER 2' X 4' WITHINTEGRAL EMERGENCY BATTERY BACKUP 35 COOPER LIGHTING 24ARS-L3C3-UNV-MED-3500K-80CRI-EL14W UNV.RECESSED F-4 LED SWITCHABLE UNDER CABINET LIGHTING 7 JUNO LIGHTING UPLD-14IN-SWW35-90CRI-WH 120V SURFACE FIXTURE SHALL BE HARDWIREDTYPE F-5 METALUX CCT & LUMEN SELECT LENSED HIGH BAY 155 COOPER LIGHTING LHBS-2436-UNV-L84050-LHBS-PMK UNV.SUSPENDED FIXTURE SHALL BE MOUNTED 30'-0"ABOVE FINISHED FLOOR F-5E METALUX CCT & LUMEN SELECT LENSED HIGH BAY WITH INTEGRALEMERGENCY BATTERY BACKUP 155 COOPER LIGHTING LHBS-2436-UNV-L84050-LHBS-PMK-EL20W-REM UNV.SUSPENDED FIXTURE SHALL BE MOUNTED 30'-0"ABOVE FINISHED FLOOR F-6E METALUX APVT SELECT 4' ENCLOSED & GASKETED LED LUMINAIREWITH SHALLOW ACRYLIC LINEAL RIBBED FROSTED LENS 32 COOPER LIGHTING 4APVTLD-SL3C3-4000K-AYC-EL10W UNV.SUSPENDED PROVIDE CHAIN SET WITH FIXTURE.FIXTURE SHALL BE SUSPENDED 6"BELOW FINISHED CEILING F-7 METALUX APVT SELECT 4' ENCLOSED & GASKETED LED LUMINAIREWITH SHALLOW ACRYLIC LINEAL RIBBED FROSTED LENS 32 COOPER LIGHTING 4APVTLD-SL3C3-4000K-AYC UNV.SUSPENDED PROVIDE CHAIN SET WITH FIXTURE.FIXTURE SHALL BE MOUNTED 6"BELOW FINISHED CEILING F-7E METALUX APVT SELECT 4' ENCLOSED & GASKETED LED LUMINAIREWITH SHALLOW ACRYLIC LINEAL RIBBED FROSTED LENS 32 COOPER LIGHTING 4APVTLD-SL3C3-4000K-AYC-EL10W UNV.SUSPENDED PROVIDE CAHIN SET WITH FIXTURE.FIXTURE SHALL BE MOUNTED 6"BELOW FINISHED CEILING F-8 LITHONIA CONTRACTOR SELECT LED VANITY LIGHT 18 ACUITY BRANDS FMVCSL-24IN-MVOLT-30K-90CRI-BN-M6 MVOLT WALL X1 SURE-LITES EUX SERIES UNIVERSAL MOUNT 11 COOPER LIGHTING EUX7-1-R-WH MVOLT SURFACE ANDWALL X2 Wavestream and 1-2 Light Squares 32 COOPER LIGHTING CCW LED UNV.SURFACE ANDWALL X3 Wavestream and 1-2 Light Squares 32 COOPER LIGHTING CCW LED UNV.SURFACE ANDWALL CMS: COMBINATION MOTOR STARTER NFS: NONFUSIBLE DISCONNECT SWITCH VFD: VARIABLE FREQUENCY DRIVE ABBREVIATIONS:FS: FUSIBLE DISCONNECT SWITCH CPT: CONTROL POWER TRANSFORMER MMS: MANUAL MOTOR STARTER EITHER FLA OR MCA USED TO SIZE WIRE BASED ON MANUFACTURER PROVIDED INFORMATION. REFER TO M-SERIES AND P-SERIES SCHEDULES FOR ADDITIONAL INFORMATION. NOTES: EQUIPMENT SCHEDULE LOAD TYPE OFDISCONNECT VOLTAGE PHASE FLA MCA HP MOP APPARENTLOAD FS: (POLES,AMPERAGE,FUSE)NFS: (POLES,AMPERAGE)CMS: (POLES,NEMA SIZE,FUSE SIZE)WIRE & CONDUIT REMARKS SOURCEPANEL COMMENTS LOAD CLASS OSHP-1 FS 208 V 3Φ 0 A 0 A -0 A 0 VA HVAC OSHP-2 FS 208 V 3Φ 0 A 0 A -0 A 0 VA HVAC OSHP-3 FS 208 V 3Φ 0 A 0 A -0 A 0 VA HVAC SECONDARY SIDE (T2)FS 208 V 3Φ 0 A 0 A -0 A 0 VA (3, 200,150)HVAC SECONDARY SIDE (T3)FS 208 V 3Φ 0 A 0 A -0 A 0 VA (3, 200,150)HVAC NO.DATE DESCRIPTION ELECTRICAL PANELBOARD SCHEDULE PANEL NAME DESCRIPTION LOCATION PHASE WIRES ENCLOSURE MAINS MAINS TYPE MCB RATING ESTIMATEDCURRENT AIC RATING MOUNTING SPACES FEED-THRULUGS MDP 480Y/277V PANEL ELECTRIC SERVICE ENTRY 103 3 4 NEMA 1 1200 A MCB 1000 A 0 A 65 kA SURFACE 42 No G-HVM1 480Y/277V PANEL ELECTRIC SERVICE ENTRY 103 3 4 NEMA 1 400 A MLO 1 A 0 A 65 kA SURFACE 42 No G-LVP1L 208Y/120V PANEL ELECTRIC SERVICE ENTRY 103 3 4 NEMA 1 250 A MCB 250 A 0 A 65 kA SURFACE 42 Yes G-LVP1R 208Y/120V PANEL ELECTRIC SERVICE ENTRY 103 3 4 NEMA 1 250 A MLO 1 A 0 A 65 kA SURFACE 42 No G-HVL1 480Y/277V PANEL ELECTRIC SERVICE ENTRY 103 3 4 NEMA 1 100 A MLO 1 A 0 A 65 kA SURFACE 30 No G-LVS2 208Y/120V PANEL BTC SHOPS 116 3 4 NEMA 1 225 A MCB 150 A 0 A 65 kA SURFACE 42 No G-LVS1 208Y/120V PANEL AVIATION SHOPS 132 3 4 NEMA 1 225 A MCB 150 A 0 A 65 kA SURFACE 42 No G-HVSB1 480Y/277V PANEL ELECTRIC SERVICE ENTRY 103 3 4 NEMA 1 250 A MLO 1 A 0 A 65 kA SURFACE 42 Yes G-LVSB1 208Y/120V PANEL ELECTRIC SERVICE ENTRY 103 3 4 NEMA 1 250 A MCB 250 A 0 A 65 kA SURFACE 42 Yes M-HVP1 480Y/277V PANEL MEZZANINE 200 3 4 NEMA 1 250 A MLO 1 A 0 A 65 kA SURFACE 42 No M-LVP1 208Y/120V PANEL MEZZANINE 200 3 4 NEMA 1 250 A MCB 1 A 0 A 65 kA SURFACE 42 No ELECTRICAL TRANSFORMER SCHEDULE DESCRIPTION SIZE MARK LOAD LOCATION SUPPLYFROM Dry Type Transformer - 480-208Y120 - NEMA Type 2 75 kVA T1 0 VA ELECTRIC SERVICE ENTRY 103 MDP Dry Type Transformer - 480-208Y120 - NEMA Type 2 75 kVA T2 0 VA ELECTRIC SERVICE ENTRY 103 MDP Dry Type Transformer - 480-208Y120 - NEMA Type 2 75 kVA T3 0 VA ELECTRIC SERVICE ENTRY 103 MDP Dry Type Transformer - 480-208Y120 - NEMA Type 2 75 kVA T4 0 VA MEZZANINE 200 Dry Type Transformer - 480-208Y120 - NEMA Type 2 45 kVA T5 0 VA ELECTRIC SERVICE ENTRY 103 TRANSFER SWITCH SCHEDULE DESIGNATION LOCATION VOLTAGE RATING POLES ENCLOSURE WITHSTAND & CLOSING RATING ATS#1 ELECTRIC SERVICE ENTRY 103 SS S S SSS SS SSS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S H135 H135 H135 CO CO CO COCO CO CO CO CO CO CO CO CO CO C C C CC F F F F F FFF F F F F F FF F F C C C C C C C C C F F F F FF F F FF F FF F F FF F F F V V V V V V V VVV V V V VV F FF F V V V V V V COC C CO CO C S S S S F F F H 135 V BTC PROGRAMCLASSROOM 121 ADV. MAN. CLASSROOM 123 ADULT AVIATIONCLASSROOM 144 OFFICE 143 OFFICE AND RECORDS 141 REFERENCE 139 RESTROOM 138 RESTROOM 136 AVIATION CLASSROOM 133 JC 135 CORRIDOR 120 OFFICE 111 OFFICE 113 CATERING KITCHEN / KITCHENETTE 115 RR 124 RR 122 JC 126 BATTERY 132.5 STORAGE 132.2 PAINT BOOTH 132.3 BATTERY 132.4 SIMULATOR ANDSAMPLES 132.1 STORAGE 116.2 AM - CONDITIONEDTOOLS 116.3 ENTRY COMMONS / BUSWAITING 110 AVIATION SHOPS 132 BTC SHOPS 116 CORRIDOR 130 AVIATION HANGAR 150 IT RACK 134 ELECTRIC SERVICE ENTRY 103 ENTRY VESTIBULE 101 WATER SERVICE ANDFIRE PUMPS 102 ANN ANN FACP DAS PANEL TYP. FA2 TYP. FA2 TYP. FA2 TYP. FA3 TYP. FA3 TYP. FA3 TYP. FA4 TYP. FA4 TYP. FA4 TYP. FA4 TYP. FA4 TYP. FA4 TYP. FA3 TYP. FA3 PROVIDE EXTERIOR KNOX BOX PROVIDE EXTERIOR KNOX BOX PROJECT NORTH TRUE NORTHOF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪ Burlington VT 05401 802▪864▪6844 ▪ www.fffinc.comArchitecture ▪ Planning ▪ Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 1/8" = 1'-0" Author Designer Checker 03/01/2024 GROUND FLOOR FIREALARM PLAN FA101 PERMIT SET 0 FT 8 FT 16 FT 24 FT SCALE: 1/8" = 1'-0"1 GROUND LEVEL- FIRE ALARM RENOVATION PLAN ELECTRICAL KEY NOTES FA2 SMOKE DETECTORS INSTALLED IN THE HANGAR AND SHOPS SPACES SHALL BE MOUNTED 30'-0" ABOVE FINISHED FLOOR.EXACT LOCATIONS SHALL BE COORDINATED IN THE FIELD TO ENSURE REQUIRED COVERAGE. FA3 PROVIDE CARBON MONOXIDE DETECTOR AND VISUAL NOTIFICATION DEVICE AS SHOWN. CARBON MONOXIDE DETECTORSSHALL BE WALL MOUNTED AND HAVE A HEIGHT OF 5'-0" ABOVE FINSHED FLOOR. EXACT DEVICE LOCATIONS SHALL BECOORDINATED IN THE FIELD. FA4 FIRE ALARM VISUAL DEVICES SHALL HAVE A 75 CANDELA (cd) RATING UNLESS OTHERWISE NOTED. NO.DATE DESCRIPTION S S S S F F F H 135 V MEZZANINE 200 MECHANICAL 201 TYP. FA1 OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪ Burlington VT 05401 802▪864▪6844 ▪ www.fffinc.comArchitecture ▪ Planning ▪ Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 1/8" = 1'-0" Author Designer Checker 03/01/2024 MEZZANINE FIRE ALARMPLAN FA102 PERMIT SET ELECTRICAL KEY NOTES FA1 PROVIDE FIRE ALARM NOTIFICATION / INITIATION DEVICE AS SHOWN CONNECTED TO THE NEW FACP. PROVIDE THEASSOCIATED SLC, NAC, AND VOICE EVACUATION SPEAKER CIRCUITS USING COPPER TYPE FPLP CABLES. REFER TOMANUFACTURER'S WIRING DIAGRAMS FOR TWISTED PAIR AND SHIELDING REQUIREMENTS OF EACH CIRCUIT. PROVIDE NEW3/4" CONDUIT PATHWAYS IN UNFINISHED LOCATIONS WITHOUT CEILINGS, ABOVE INACCESSIBLE CEILINGS, OR IN AREASSUBJECT TO PHYSICAL DAMAGE. ALL AREAS BELOW 8' AFF SHALL BE CONSIDERED AREAS SUBJECT TO PHYSICAL DAMAGE. INSPACES WITH ACCESSIBLE CEILINGS SUCH AS ACT GRID TILES, SECURE ALL NEW FPLP CABLES USING J-HOOKS. NO.DATE DESCRIPTION SCALE: 1/8" = 1'-0"1 MEZZANINE LEVEL - FIRE ALARM RENOVATION PLAN CELLULAR SIGNAL TOMONITORING COMPANYLISTEDLTE DIALER TELGUARD TG-7FS OR EQUIVALENT FIRE ALARM INPUT/OUTPUT MATRIX: SMOKE DETECTORHEAT DETECTORMANUAL PULL STATIONCARBON MONOXIDE DETECTOR/BASEELEVATOR LOBBY SMOKE DETECTOR (PRIMARY FLOOR)ELEVATOR LOBBY SMOKE DETECTOR (ALTERNATE FLOOR)ELEVATOR MACHINE ROOM SMOKE DETECTORHOISTWAY HEAT DETECTORSPRINKLER TAMPERSPRINKLER WATER FLOWDUCT SMOKE DETECTORFIRE ALARM AC POWER FAILUREOPEN CIRCUIT OR GROUND FAULTFIRE ALARM SYSTEM LOW BATTERYCLASS B NOTIFICATION CIRCUIT - SHORTELEVATOR SHUNT TRIP POWER MONITOR SYSTEM INPUTS ACT U A T E A L A R M A U D I B L E / S I G N A L ACT U A T E A P P R O P R I A T E L O C A T I O N I N D I C A T O R SYS T E M O U T P U T S ACT U A T E S U P E R V I S O R Y A U D I B L E / S I G N A L ACT U A T E T R O U B L E A U D I B L E / S I G N A L DISP L A Y C H A N G E O F S T A T U S TRA N S M I T A L A R M S I G N A L T O S U P E R V I S I N G S T A T I O N TRA N S M I T S U P E R V I S O R Y S I G N A L T O S U P E R V I S I N G S T A T I O N TRA N S M I T T R O U B L E S I G N A L T O S U P E R V I S I N G S T A T I O N MAIN F L O O R E L E V A T O R R E C A L L ALTE R N A T E F L O O R E L E V A T O R R E C A L L FACP ANNUNCIATION NOTIFICATION FIRE SAFETY CONTROL ANN U N C I A T E A T A L L P R I V A T E R E M O T E A N N . P A N E L S REL E A S E S E C U R I T Y D O O R S 12345678910111213141516 ELE V A T O R F I R E F I G H T E R H A T I N D I C A T O R SHU T D O W N M E C H A N I C A L E Q U I P M E N T LEGEND V H M S AIM AOM S F FS TS F FIRE ALARM PULL STATION SMOKE DETECTOR LOBBY SMOKE DETECTOR HEAT DETECTOR NOTIFICATION SPEAKER/STROBE - WALL MOUNTED NOTIFICATION STROBE - WALL MOUNTED FIRE ALARM ANNUNCIATOR FIRE ALARM CONTROL PANEL MAGNETIC DOOR HOLDER ADDRESSABLE INPUT MODULE ADDRESSABLE OUTPUT/RELAY MODULE SPRINKLER TAMPER SWITCH SPRINKLER FLOW SWITCH DUCT SMOKE DETECTOR SIGNALING LINE CIRCUIT (SLC) NOTIFICATION APPLIANCE CIRCUIT (NAC) ANNUNCIATOR BUS CABLING S L ANN FACP NEW ADDRESSABLE FIRE ALARM CONTROL PANEL DACT MAOM S M SF H VF FIRE PUMP RELAYS AOM GROUND FLOOR REL E A S E H O L D O P E N S ANN U N C I A T E A T A N N . P A N E L S W I T H I N T H E Z O N E ANN FIRE ALARM GENERAL NOTES ACT U A T E A L L A U D I B L E E V A C U A T I O N S I G N A L S ACT U A T E A L L V I S I B L E E V A C U A T I O N S I G N A L S ACT U A T E T E M P O R A L 4 T O A U D I B L E S A N D V I S U A L S MEZZANINE VF SF H H AOM POWERED BY CONTROL PANEL AHU SHUTDOWN 120V CIRCUIT THROUGH IN-LINE SPD PROVIDE BATTERIES SIZED TO MEET REQUIREMENTS OUTLINED IN SPECIFICATIONS ANN 24VDC FROM FACP AOM MONITORING MODULE FOR DIALER TROUBLE SPD AOM AIM A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z 12345678910111213141516 1. 2. 3. 4. 5. REMOVE EXISTING FIRE ALARM CONTROL PANEL AND ALL ASSOCIATED BOOSTERS, TERMINAL BLOCKS, AND ASSOCIATED HARDWARE AND BOXES.A FIRE WATCH SHALL BE PRESENT DURING ANY FIRE ALARM SYSTEM OUTAGE OR INTERRUPTION. COORDINATE FIRE ALARM SYSTEM INTERRUPTIONS WITH OWNER. THE FIRE WATCH SHALL BE CONDUCTED UNTIL THE FIRE ALARM SYSTEM HAS BEEN REPAIRED, TESTED, AND PLACED BACK INTO SERVICE.PROVIDE 25% SPARE CAPACITY FOR NOTIFICATION APPLIANCE CIRCUITS.CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ADDITIONAL MODULES, RELAYS, POWER SUPPLIES, AND ALL OTHER MISC. COMPONENTS REQUIRED FOR A COMPLETE AND FULLY OPERATIONAL SYSTEM.CONTRACTOR IS RESPONSIBLE FOR PROGRAMMING OF THE FIRE ALARM CONTROL PANEL AND ALL WORK ASSOCIATED WITH FURNISHING A COMPLETE OPERATIONAL SYSTEM IN ORDER TO RECEIVE A CERTIFICATE OF OCCUPANCY. INIT I A T E E L E V A T O R D I S C O N N E C T S H U N T T R I P AOMAOMAIM OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪ Burlington VT 05401 802▪864▪6844 ▪ www.fffinc.comArchitecture ▪ Planning ▪ Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 Not to Scale Author Designer Checker 03/01/2024 FIRE ALARM RISERDIAGRAM FA201 PERMIT SET SCALE: Not to Scale1FIRE ALARM RISER NO.DATE DESCRIPTION Project Catalog #Type Prepared by Notes Date PS517016EN page 1 November 8, 2023 3:26 PM Top Product Features • New construction/remodel series; 500 to 6,000 lumens • Narrow, Medium and Wide distributions; Wall wash with rotatable linear spread lens • 2700K, 3000K, 3500K, 4000K, 5000K CCT; 80 or 90 CRI • Universal voltage 120V-277V; Standard 0-10V driver dims to 1% • Mounting frame converts to remodel that installs from below the ceiling • Rapid Response emergency backup mounting frames - fast delivery option Dimensional and Mounting Details HC6 | HM6 | 61 | 61PS 6-inch LED downlight and wall wash Typical Applications Office • Healthcare • Hospitality • Institutional • Mixed-Use/Retail Interactive Menu • Order Information page 2 • Product Specifications page 4 • Photometric Data page 5 • Energy & Performance Data page 8 • Connected Systems page 10 • Product Warranty additionalproduct diagrams NEW CONSTRUCTION - MID LUMEN3000 AND 4000 LUMEN NEW CONSTRUCTION - HIGH LUMEN4500 – 6000 LUMEN .5"[12.70mm](ceiling thickness) 6.06" [153.92mm](reflector inner aperture) 7.25" [184.15mm] (ceiling cut out) 7.75" [196.85mm] (trim flange) trim height (see table) max module height(see table) LED height(see table)3.42"[86.77mm](driver height) .5"[12.70mm](ceiling thickness) 6.05" [153.72mm](reflector inner aperture) 7.25" [184.15mm] (ceiling cut out) 7.75" [196.85mm] (trim flange) trim height (see table) max module height(see table) LED height(see table)3.42"[86.77mm](driver height) 6.06" [153.92mm](reflector inner aperture) 7.25" [184.15mm] (ceiling cut out) 7.75" [196.85mm] (trim flange) trim height (see table) LED height (see table) max moduleheight (see table) .5"[12.70mm](ceiling thickness) NEW CONSTRUCTION - LOW LUMEN500 – 2500 LUMENS 4.2"[107.34mm] hanger bar bracketheight (removable) 3.42"[86.77mm](driver height) 8.6"[217.35mm] 26.4"[670.56mm] NEW CONSTRUCTION - MID LUMEN3000 AND 4000 LUMEN NEW CONSTRUCTION - HIGH LUMEN4500 – 6000 LUMEN .5" [12.70mm](ceiling thickness) 6.06" [153.92mm](reflector inner aperture) 7.25" [184.15mm](ceiling cut out) 7.75" [196.85mm](trim flange) trim height(see table) max module height (see table) LED height(see table)3.42" [86.77mm](driver height) .5" [12.70mm](ceiling thickness) 6.05" [153.72mm](reflector inner aperture) 7.25" [184.15mm](ceiling cut out) 7.75" [196.85mm](trim flange) trim height(see table) max module height (see table) LED height(see table)3.42" [86.77mm](driver height) 6.06" [153.92mm](reflector inner aperture) 7.25" [184.15mm](ceiling cut out) 7.75" [196.85mm](trim flange) trim height(see table) LED height(see table) max module height(see table) .5"[12.70mm] (ceiling thickness) NEW CONSTRUCTION - LOW LUMEN500 – 2500 LUMENS 4.2" [107.34mm]hanger bar bracketheight (removable) 3.42" [86.77mm](driver height) 8.6"[217.35mm] 26.4"[670.56mm] Mid Lumen (3000 – 4000 Lumens) Distribution Max. Module Height Trim Height LED Height Narrow 6.6"3.4”3.8” Medium 6.7”3.5”3.9” Wide 6.5”3.3”3.7” Baffle 6.5”3.3”3.7” Product Certification Product Features Control Compatibility LITEWaveLinx PROWaveLinx Mounting Frame Order Information Sample Number: HC620D010REM7 – HM60525835 - 61MDC A complete luminaire consists of a housing frame, LED module, and reflector (ordered separately) Mounting Frame Lumens Driver Options Factory Installed Emergency & Connected Lighting Options Accessories (Order & Install Separately) HC6 = 6" new construction downlight housing HC6CP = 6" new construction housing, Chicago Plenum - CCEA compliant 05 = 500 lm 07 = 750 lm 10 = 1000 lm 15 = 1500 lm 20 = 2000 lm 25 = 2500 lm 30 = 3000 lm 35 = 3500 lm 40 = 4000 lm 45 = 4500 lm (7) 50 = 5000 lm (7) 55 = 5500 lm (7) 60 = 6000 lm (7) D010=UNV 120-277V, 50/60Hz, 0-10V 1%-100% dimming at 120-277V on 0-10V controls Canada Option 500-5000 lumens:D010347 = 347VAC 50/60Hz 0-10V 1%-100% dimming. For 500, 750, 1000, 1500, 2000, 2500, 3000, 3500, 4000, 4500, 5000lm models only (1) Canada Option 5500-6000 lumens:D010X347 = step down transformer factory installed (with standard “D010" 120V-277V LED driver). For 5500, 6000lm models only (1) REM7 = 7 watt emergency battery pack with remote test / indicator light, use with D010 only (1) (2) (6) REM14 = 14 watt emergency battery pack with remote test / indicator light, use with D010 only (1) (2) (6) IEM7 = 7 watt emergency battery pack with integral test / indicator light, use with D010 only (1) (2) (6) IEM14 = 14 watt emergency battery pack with integral test / indicator light, use with D010 only (1) (2) (6) BOD7ST = 7.5 watt Bodine self-test emergency battery pack with remote test / indicator light, use with D010 only (1) (2) (6) WTA = Factory WaveLinx Tilemount Sensor Kit (4) WTK = Factory WaveLinx LITE Commercial Tilemount Sensor Kit (5) WPN = WaveLinx PRO Wireless Node without sensor (9) HB128APK = L channel hanger bar, 26”, pair (replacement) RMB22 = Adjustable wood joist mounting bars, pair, extend to 22” long HSA6 = Slope Adapter for 6” Aperture Housings, Specify Slope (refer to instructions for installing housing and trim) H347 = 347 to 120V step down transformer, 75VA H347200 = 347 to 120V step down transformer, 200VA WTA = Field WaveLinx Tilemount Sensor Kit (4) WTK = Field WaveLinx LITE Commercial Tilemount Sensor Kit (5)DLV = Distributed Low Voltage dimming driver 1%-100%, 1000-4000 lumens only. For use with DLVP system only, refer to DLVP specifications for details. (1) REMV7 = 7 watt emergency battery pack with remote test / indicator light, use with DLV only (1) (2) (3) (6) REMV14 = 14 watt emergency battery pack with remote test / indicator light, use with DLV only (1) (2) (3) (6) IEMV7 = 7 watt emergency battery pack with integral test / indicator light, use with DLV only (1) (2) (3) (6) IEMV14 = 14 watt emergency battery pack with integral test / indicator light, use with DLV only (1) (2) (3) (6) Notes Notes Notes Notes Notes (7) Marked Spacing: Center to Center of Adjacent Luminaires = 36”Center of Luminaire to Building Member = 18”Minimum overhead = 0.5 (1) Not available with CP models (1) Not available with CP models(2) Not available with D010347 (347V models)(3) ULus for U.S. only(4) WTA = WaveLinx tilemount sensor kit for daylight dimming, PIR motion sensing, and optional RLTS - Real Time Location Services, use with D010 only (Refer to WaveLinx specifications) (5) WTK = WaveLinx LITE tilemount sensor kit for daylight dimming, PIR motion sensing, use with D010 only (Refer to WaveLinx LITE specifications)(6) Emergency battery backup options are Non-IC only, and rated for a minimum starting temperature of 0°C (9) WPN = WaveLinx PRO wireless node provides luminaire-level control with scene and zone configuration without an integrated sensor; Connects wirelessly with daylight dimming sensor and PIR motion sensor if desired. Use with 0-10V driver only. (4) WTA = WaveLinx tilemount sensor kit for daylight dimming, PIR motion sensing, and optional RLTS - Real Time Location Services, use with D010 only (Refer to WaveLinx specifications) (5) WTK = WaveLinx LITE tilemount sensor kit for daylight dimming, PIR motion sensing, use with D010 only (Refer to WaveLinx LITE specifications) Rapid Response Emergency Mounting Frame Order Information Sample Number : Rapid Response Emergency Mounting Frame: RR-HC620D010REM7LED module and reflectors are ordered separately. Order separately: LED Module: HM60525835 | Reflector: 61MDC RR Code Mounting Frame Lumens Driver Options Factory Installed Emergency & Connected Lighting Options Accessories (Order & Install Separately) RR = East RegionBRR = West Region HC6 = 6" new construction downlight housing 10 = 1000 lm 15 = 1500 lm 20 = 2000 lm 30 = 3000 lm 40 = 4000 lm D010=UNV 120-277V, 50/60Hz, 0-10V 1%-100% dimming at 120-277V on 0-10V controls REM7 = 7 watt emergency battery pack with remote test / indicator light, use with D010 only (2) (6) REM14 = 14 watt emergency battery pack with remote test / indicator light, use with D010 only (2) (6) IEM7 = 7 watt emergency battery pack with integral test / indicator light, use with D010 only (2) (6) IEM14 = 14 watt emergency battery pack with integral test / indicator light, use with D010 only (2) (6) HB128APK = L channel hanger bar, 26”, pair (replacement) RMB22 = Adjustable wood joist mounting bars, pair, extend to 22” long Notes Notes Notes Notes Notes Notes (2) Not available with D010347 (347V models)(6) Emergency battery backup options are Non-IC only, and rated for a minimum starting temperature of 0°C Select from the Rapid Response Mounting Frame ordering information to receive the Fast Delivery option for the frame. HC6 | HM6 | 61 | 61PS PS517016EN page 2 November 8, 2023 3:26 PM IEM Reflector Distribution(8)Finish Flange Integral Emergency 61 = 6” IEM reflector for integral emergency only ND = narrow 55° beam angle 0.97 SCMD = medium 60° beam angle 1.10 SCWD = wide 65° beam angle 1.28 SC C = Specular clearH = Semi-specular clearW = White Blank = Polished flange standard with C & H reflectorsBlank = White flange standard with W reflectorWF = White flange option available with C & H reflectors IEM = Reflector for use with integral emergency housings only. Provides access hole for integral emergency test switch. Notes Notes Notes Notes Notes (8) Values are nominal, with specular clear reflector, other finishes and field results may vary. IEM Baffle Distribution(8)Finish Flange Integral Emergency 61 = 6” IEM baffle reflector for integral emergency only WD = wide 65° beam angle 1.28 SC (nominal)BB = Black baffleWB = White baffle Blank = White flange standard with BB, & WBBF = Black flange option with BB IEM = Reflector for use with integral emergency housings only. Provides access hole for integral emergency test switch. Notes Notes Notes Notes Notes (8) Values are nominal, with specular clear reflector, other finishes and field results may vary. Reflector Distribution(8)Finish Flange 61PS = 6” non-conductive polymer ‘dead front’ conical reflector (9)MD = medium 60° beam angle 1.10 SC (nominal)W = White Blank = White flange standard with W reflector Notes Notes Notes Notes (9) 61PS is 1000-2000 lumens Non-IC rated. 500 & 750 lumens IC rated. 61PS is not for use over 2000lm in Non-IC or over 750lm in IC.(8) Values are nominal, with specular clear reflector, other finishes and field results may vary. Reflector Distribution(8) Finish Flange Accessories 61 = 6” conical reflector ND = narrow 55° beam angle 0.97 SCMD = medium 60° beam angle 1.10 SCWD = wide 65° beam angle 1.28 SCRWW = rotatable wall wash with linear spread lens C = Specular clearH = Semi-specular clearW = White Blank = Polished flange standard with C & H reflectorsBlank = White flange standard with W reflectorWF = White flange option available with C & H reflectors 61RWWPK = Replacement part kit - wall wash lens insert - for use with 61RWW* only. Notes Notes Notes Notes Notes (8) Values are nominal, with specular clear reflector, other finishes and field results may vary. Baffle Distribution(8)Finish Flange Accessories 61 = 6” baffle reflector WD = wide 65° beam angle 1.28 SC (nominal)RWW = rotatable wall wash with linear spread lens BB = Black baffleWB = White baffle Blank = White flange standard with BB, & WBBF = Black flange option available with BB 61RWWPK = Replacement part kit - wall wash lens insert - for use with 61RWW* only. Notes Notes Notes Notes Notes (8) Values are nominal, with specular clear reflector, other finishes and field results may vary. Trim Order Information LED Module Order Information LED Module Lumens CRI/CCT HM6 = 6" LED Modules For use with HC6 - HC6CP New Construction housings only 0525 = 500 - 2500 lumen 3040 = 3000-4000 lumen 4560 = 4500-6000 lumen 827 = 80CRI, 2700K830 = 80CRI, 3000K835 = 80CRI, 3500K840 = 80CRI, 4000K850 = 80CRI, 5000K 927 = 90CRI, 2700K930 = 90CRI, 3000K935 = 90CRI, 3500K940 = 90CRI, 4000K950 = 90CRI, 5000K Notes Notes Notes HC6 | HM6 | 61 | 61PS PS517016EN page 3 November 8, 2023 3:26 PM Product Specifications Housing Frame• Boat shaped galvanized steel plaster frame with adjustable plaster lip • Accommodates 1/2" to 1-1/2" thick ceilings • Installs in new construction or from below the finished ceiling (non-accessible) for remodeling (with mounting bars removed) • Provided with two remodel clips to secure the frame to the ceiling Universal Mounting Bracket • Adjusts 2" vertically from above and below the ceiling • Use with the included mounting bars or with 1/2" Electric Metallic Tube (EMT) • Removable to facilitate remodeling installation from below the finished ceiling Mounting Bars • Captive pre-installed No Fuss™ mounting bars lock to T-grid with screwdriver or pliers • Centering detents allow for consistent positioning of fixtures LED Module• Proximity phosphors over chip on board LEDs provide a uniform source with high efficiency and no pixilation • Available in 80 or 90 color rendering index (CRI) • Color accuracy within 3 SDCM provides color consistency and uniformity • 90 CRI option: R9>50 (refer to chromaticity information for details) • Available in 2700K, 3000K, 3500K, 4000K and 5000K correlated color temperature (CCT) • Lumen options include 500, 750, 1000, 1500, 2000, 2500, 3000, 3500, 4000, 4500, 5000, 5500, 6000 lumens (nominal) • Passive thermal management achieves 60,000 hours at 70% lumen maintenance (L70) in insulated ceilings (IC) and non-IC applications • Integral diffuse lens provides visual shielding • Integral connector allows quick connection to housing flex Reflector• Self-flanged aluminum reflectors available in narrow, medium or wide distribution patterns • Medium distribution polymer non-conductive matte white reflector may be used to meet local codes for ‘dead front’ applications (500 & 750 lumen max. in IC and 2000 lumen max. in Non-IC) • Wall wash reflector features a rotatable linear spread lens for alignment of vertical illumination • Reflectors attach to LED module with three speed clamps • Available in multiple painted or plated finishes Reflector/Module Retention • Reflector/module assembly is securely retained in the housing with two torsion springs Driver • Field-replaceable constant current driver provides low noise operation • Universal 120-277VAC 50/60Hz input standard • Continuous, 1% to 100% dimming with 0-10V analog control • Optional low-voltage DC driver for use with Distributed Low Voltage Power (DLVP) system • Distributed Low Voltage Power (DLVP) system combines power, lighting and controls with ease of installation (refer to DLVP Design Guide at www.cooperlighting.com for details) Canada Options • 347VAC 50/60Hz; 1% dimming on 0 -10V analog control, for 500, 750, 1000, 1500, 2000, 2500, 3000, 3500, 4000, 4500, 5000 lumen models only • 347V step down transformer factory installed with the standard “D010” 120V-277V, LED driver on 5500, 6000 lumen models only Emergency Option • Provides 90 minutes of standby lighting, meeting most life safety codes for egress lighting • Available with integral or remote charge indicator and test switch • Available Self-Test (self-diagnostic) with remote charge indicator and test switch • Rapid Response emergency ordering option for quick-turn projects Connected Lighting System Two WaveLinx connected solutions to choose from. Refer to WaveLinx system specifications and application guides for details. WaveLinx PRO Tilemount Sensor Kit • WaveLinx WTA tilemount sensor kit offers daylight dimming, PIR motion sensing, scene and zone configuration, automatic commissioning; and optional RLTS - Real Time Location Services available. WaveLinx PRO Wireless Node • WaveLinx PRO wireless node provides luminaire- level control with scene and zone configuration without an integrated sensor; Connects wirelessly with daylight dimming sensor and PIR motion sensor if desired. Use with 0-10V driver only. WaveLinx LITE Tilemount Sensor Kit • WaveLinx LITE WTK tilemount sensor kit offers daylight dimming and PIR motion sensing, scene and grouping configuration. WaveLinx Tilemount Kits Application • The WTA and WTK tilemount kits include a control module mounted on the luminaire junction box via 1/2” knock-out, and a tilemount sensor on 54-inch whip; for ceiling installation by direct-mount spring clips or via mounting bracket in octagon ceiling boxes. • The WTA and WTK tilemount kits may be ordered as factory installed on the luminaire, or ordered separately as a field installed accessory kit. Junction Box • Galvanized steel junction box • 20 in3 internal volume excluding voltage barrier • 25 in3 internal total volume • Voltage barrier for 0-10V dimming wires (occupies one 1/2" pry-out space) • Listed for eight #12 AWG (four in, four out) 90˚C conductors and feed-thru branch wiring • Three 1/2" and two 3/4" trade size pry-outs available • Three 4-port push wire nuts for mains voltage with 1-port for fixture connection Compliance • cULus Certified to UL 1598 / C22.2 No. 250.0, suitable for damp locations and wet locations in covered ceilings only • Emergency options provided with UL Listed emergency drivers to UL 924 / C22.2 No. 141, suitable for indoor/damp locations • IP20 - Above finished ceiling; IP65 - Below finished ceiling • Non-Insulated ceiling (Non-IC) rated for 2500, 3000, 3500, 4000, 4500, 5000, 5500, 6000 lumen models (insulation must be kept 3" from top and sides) • Insulated ceiling (IC) rated for 500, 750, 1000, 1500, 2000 lumen models and suitable for direct contact with air permeable insulation* (IC models are also suitable for Non-IC installations) • Non-IC marked spacing required for 4500, 5000, 5500, 6000 lumen models −Marked Spacing Center to Center of Adjacent Luminaires = 36” −Center of Luminaire to Building Member = 18” −Minimum overhead = 0.5” • Airtight per ASTM-E283-04 • Suitable for use in clothes closets when installed in accordance with the NEC 410.16 spacing requirements • EMI/RFI emissions FCC CFR Title 47 Part 15 Class A at 120/277V • Contains no mercury or lead and RoHS compliant • Photometric testing completed in accordance of IES LM-79-08 • Lumen maintenance projection in accordance of IES LM-80-08 and TM-21-11 • 500, 750, 1,000, 1,500 and 2,000 lumen, 90 CRI, ICAT models may be used to comply with State of California Title 24 residential code, per JA8 certification standards • May be used to comply with State of California Title 24 non-residential code as a dimmable LED luminaire • ENERGY STAR® certified, reference certified light fixtures database *Not for use in direct contact with spray foam insulation, consult NEMA LSD57-2013 Warranty • Five year limited warranty, consult website for details. www.cooperlighting.com/legal HC6 | HM6 | 61 | 61PS PS517016EN page 4 November 8, 2023 3:26 PM Note: Refer to IES files for more product data. Photometric Data View IES files NARROW DISTRIBUTION - SPECULAR CLEAR FINISH, 2000 LUMEN MODEL, 80 CRI, 3500K ZONAL LUMEN SUMMARY Zone Lumens % Fixture 0-30 1636 73.4 0-40 2098 94.2 0-60 2223 99.8 0-90 2228 100 90-180 0 0 0-180 2228 100 CANDELA TABLE DegreesVertical Candela 0 2427 5 2422 15 2405 25 1621 35 761 45 118 55 12 65 3 75 2 85 0 90 0 LUMINANCE Average Candela Degrees Average 0° Luminance 45 9187 55 1118 65 376 75 318 85 0 CONE OF LIGHT MH FC L W 5.5'80.2 5 5 7'49.5 6.4 6.4 8'37.9 7.4 7.4 9'30 8.2 8.2 10'24.3 9.2 9.2 12'16.9 11 11 0ºD ZONAL LUMEN SUMMARY Zone Lumens % Fixture 0-30 1671 72.4 0-40 2163 93.8 0-60 2301 99.7 0-90 2307 100 90-180 0 0 0-180 2307 100 CANDELA TABLE DegreesVertical Candela 0 1998 5 2022 15 2307 25 1842 35 796 45 126 55 15 65 4 75 2 85 0 90 0 LUMINANCE Average Candela Degrees Average 0° Luminance 45 9753 55 1395 65 571 75 318 85 0 CONE OF LIGHT MH FC L W 5.5'68.7 5.6 5.6 7'42.4 7.2 7.2 8'32.5 8.2 8.2 9'25.7 9.4 9.4 10'20.8 10.4 10.4 12'14.4 12.4 12.4 0ºD MEDIUM DISTRIBUTION - SPECULAR CLEAR FINISH, 2000 LUMEN MODEL, 80 CRI, 3500K MEDIUM (60° BEAM*) Test Number P581875 Housing HC620D010 Module HM60525835 Reflector 61MDC Lumens 2307 Lm Efficacy 115.3 Lm/W SC 1.06 UGR 11.8 NARROW (55° BEAM*) Test Number P581878 Housing HC620D010 Module HM60525835 Reflector 61NDC Lumens 2228 Lm Efficacy 111.4 Lm/W SC 0.93 UGR 11.7 CANDLEPOWER DISTRIBUTION Downlight 0-deg 45-deg 90-deg 180°170°160°150°140° 130° 120° 110° 100° 90° 80° 70° 60° 50°40°30°20°10°0° 2434 1826 1217 609 0 CANDLEPOWER DISTRIBUTION Downlight 0-deg 45-deg 90-deg 180°170°160°150°140° 130° 120° 110° 100° 90° 80° 70° 60° 50°40°30°20°10°0° 2376 1782 1188 594 0 HC6 | HM6 | 61 | 61PS PS517016EN page 5 November 8, 2023 3:26 PM WIDE DISTRIBUTION - SPECULAR CLEAR FINISH, 2000 LUMEN MODEL, 80 CRI, 3500K ZONAL LUMEN SUMMARY Zone Lumens % Fixture 0-30 1461 61.9 0-40 2105 89.2 0-60 2351 99.6 0-90 2359 100 90-180 0 0 0-180 2359 100 CANDELA TABLE DegreesVertical Candela 0 1526 5 1540 15 1685 25 1861 35 1027 45 252 55 32 65 6 75 2 85 0 90 0 LUMINANCE Average Candela Degrees Average 0° Luminance 45 19506 55 3078 65 765 75 318 85 0 CONE OF LIGHT MH FC L W 5.5'50.5 7 7 7'31.2 8.8 8.8 8'23.9 10.2 10.2 9'18.8 11.4 11.4 10'15.3 12.8 12.8 12'10.6 15.4 15.4 0ºD WIDE (65° BEAM*) Test Number P581885 Housing HC620D010 Module HM60525835 Reflector 61WDC Lumens 2359 Lm Efficacy 118 Lm/W SC 1.28 UGR 11.6 *Value are nominal with specular clear reflectors, other finishes and field results may vary.SC = Spacing CriteriaUGR = Unified Glare Rating Note: Refer to IES files for more product data. CANDLEPOWER DISTRIBUTION Downlight 0-deg 45-deg 90-deg 180°170°160°150°140° 130° 120° 110° 100° 90° 80° 70° 60° 50° 40°30°20°10°0° 1876 1407 938 469 0 CCT Multipliers – 90CRI 2700K 3000K 3500K 4000K 5000K 0.77 0.84 0.89 0.90 0.90 Multipliers for relative lumen values with other series color temperatures. CCT Multipliers – 80CRI 2700K 3000K 3500K 4000K 5000K 0.92 0.98 1.00 1.03 1.03 Multipliers for relative lumen values with other series color temperatures. Color Finish Multipliers Finish code C H W/WB BB Finish Specular Clear Semi-Specular Matte WhiteWhite Baffle Black Baffle Multiplier 1.00 0.92 0.91 0.82 Multipliers for relative lumen values with other color finishes. Photometric Multipliers (Nominal Lumen Values) 500 Lumen 750 Lumen 1000 Lumen 1500 Lumen 2000 Lumen 2500 Lumen 3000 Lumen 3500 Lumen 0.33 0.44 0.54 0.74 1.00 1.12 1.46 1.76 4000 Lumen 4500 Lumen 5000 Lumen 5500 Lumen 6000 Lumen 1.81 2.17 2.28 2.38 2.65 Multipliers for relative lumen values with other series models. Photometric Data View IES files HC6 | HM6 | 61 | 61PS PS517016EN page 6 November 8, 2023 3:26 PM WALL WASH DISTRIBUTION - SPECULAR CLEAR FINISH, 2000 LUMEN MODEL, 80 CRI, 3500K WALL WASH Test Number P581882 Housing HC620D010 Module HM60525835 Reflector 61RWWC Lumens 2179 Lm Efficacy 109 Lm/W SC 1.15 ZONAL LUMEN SUMMARY Zone Lumens % Fixture 0-30 849 39 0-40 1313 60.2 0-60 1978 90.8 0-90 2179 100 90-180 0 0 0-180 2179 100 CANDELA TABLE DegreesVertical Candela 0 1080 5 1081 15 1112 25 1034 35 800 45 514 55 319 65 184 75 85 85 12 90 0 LUMINANCE Average Candela Degrees Average 0° Luminance 45 39810 55 30479 65 23907 75 17983 85 7359 SINGLE UNIT FOOTCANDLES 2.5' from wall(distance from fixture along wall) 1 19.3 13.8 6.1 2.2 0.7 0.3 0.1 2 29.1 22.6 12.3 5.7 2.5 1.2 0.6 3 27.6 22.5 13.8 7.3 3.7 1.9 1 4 21 18.2 12.4 7.4 4.2 2.4 1.4 5 14.4 13.1 9.9 6.6 4.1 2.5 1.6 6 9.7 9.1 7.5 5.5 3.7 2.5 1.6 7 6.7 6.4 5.5 4.3 3.2 2.2 1.5 8 4.7 4.6 4.1 3.4 2.7 2 1.4 9 3.4 3.3 3.1 2.7 2.2 1.7 1.3 10 2.5 2.5 2.4 2.1 1.8 1.4 1.1 MULTIPLE UNIT FOOTCANDLES 2.5' from wall(Distance from fixture along wall) 2.5’ from wall(Distance from fixture along wall) 1 21.5 19.1 21.5 20 12.1 20 2 34.7 34.4 34.7 31.6 24.6 31.6 3 34.9 36 34.9 31.3 27.6 31.3 4 28.4 30.7 28.4 25.2 24.8 25.2 5 21 23.2 21 18.6 19.8 18.6 6 15.2 16.8 15.2 13.4 15 13.4 7 11 12 11 9.9 11 9.9 8 8.1 8.7 8.1 7.4 8.2 7.4 9 6.1 6.5 6.1 5.6 6.2 5.6 10 4.6 4.9 4.6 4.3 4.7 4.3 43 SC = Spacing Criteria, nominal for specular clear reflector, other finishes and field results may vary. Note: Refer to IES files for more product data. CCT Multipliers – 90CRI 2700K 3000K 3500K 4000K 5000K 0.77 0.84 0.89 0.90 0.90 Multipliers for relative lumen values with other series color temperatures. CCT Multipliers – 80CRI 2700K 3000K 3500K 4000K 5000K 0.92 0.98 1.00 1.03 1.03 Multipliers for relative lumen values with other series color temperatures. Color Finish Multipliers Finish code C H W/WB BB Finish Specular Clear Semi-Specular Matte WhiteWhite Baffle Black Baffle Multiplier 1.00 0.92 0.91 0.82 Multipliers for relative lumen values with other color finishes. Photometric Multipliers (Nominal Lumen Values) 500 Lumen 750 Lumen 1000 Lumen 1500 Lumen 2000 Lumen 2500 Lumen 3000 Lumen 3500 Lumen 0.33 0.44 0.54 0.74 1.00 1.12 1.46 1.76 4000 Lumen 4500 Lumen 5000 Lumen 5500 Lumen 6000 Lumen 1.81 2.17 2.28 2.38 2.65 Multipliers for relative lumen values with other series models. CANDLEPOWER DISTRIBUTION Downlight 0-deg 45-deg 90-deg 180°170°160°150°140° 130° 120° 110° 100° 90° 80° 70° 60° 50° 40°30°20°10°0° 1112 834 556 278 0 Photometric Data View IES files HC6 | HM6 | 61 | 61PS PS517016EN page 7 November 8, 2023 3:26 PM Energy & Performance Data COLOR METRICS - TM-30-15 & CRI/CIE (3500K) 80 CRI Color Metric Summary - 3500K*90 CRI Color Metric Summary - 3500K* 3000K2700K 5000K4000K3500K 60° medium Nominal Beam 3000K2700K 5000K4000K3500K 65°55° widenarrow 60° medium Nominal Beam 65°55° widenarrow Minimum starting temperature -30°C (-22°F)* (Nominal input 120-277VAC & 100% of rated output power) Sound Rating: Class A standards Notes:* Emergency Battery packs are rated for a minimum starting temperature of 0°C. Series 500 lumen 750 lumen 1000 lumen 1500 lumen 2000 lumen Input Voltage 120-277VAC 120V 277V 120V 277V 120V 277V 120V 277V 120V 277V Input Current (A)0.051 0.026 0.067 0.036 0.083 0.039 0.119 0.053 0.171 0.077 Input Power (W)6.1 6.5 7.9 8.3 10 10.4 14.5 14.5 20.9 20.6 In-rush (A) 1.9 8.4 2 8.4 2.2 8.5 2.7 8.5 2.1 9.7 Inrush duration (µs)251 135 237 133 250 134 250 139 245 131 THD (%)6.2 13.5 7.4 8.8 5.4 10.3 10 6.7 6.5 7.9 PF ≥ 0.99 ≥ 0.9 ≥ 0.98 ≥ 0.92 ≥ 0.99 ≥ 0.95 ≥ 0.99 ≥ 0.97 ≥ 0.99 ≥ 0.96 Series 2500 lumen 3000 lumen 3500 lumen 4000 lumen 4500 lumen Input Voltage 120-277VAC 120V 277V 120V 277V 120V 277V 120V 277V 120V 277V Input Current (A)0.23 0.103 0.24 0.107 0.292 0.152 0.351 0.159 0.384 0.172 Input Power (W)27.5 27.5 28.6 28.5 34.6 35.1 42.1 42.1 45.9 45.6 In-rush (A) 2.5 5.6 2.5 11.6 3.4 13.9 3.1 14.7 3.1 14.8 Inrush duration (µs)232 123 216 111 183 95 200 98 202 100 THD (%)6.5 8.1 7.8 8.3 5.6 10 4.1 9.5 4.5 8.5 PF ≥ 0.99 ≥ 0.96 ≥ 0.99 ≥ 0.96 ≥ 0.99 ≥ 0.93 ≥ 0.99 ≥ 0.94 ≥ 0.99 ≥ 0.95 Series 5000 lumen 5500 lumen 6000 lumen Input Voltage 120-277VAC 120V 277V 120V 277V 120V 277V Input Current (A)0.419 0.186 0.457 0.201 0.489 0.214 Input Power (W)50.1 49.5 54.6 53.7 58.4 57.4 In-rush (A) 3.1 15 3.2 14.8 3.4 14.8 Inrush duration (µs)202 117 196 131 192 121 THD (%)5.5 7.6 7 7.2 8.1 7.2 PF ≥ 0.99 ≥ 0.96 ≥ 0.99 ≥ 0.96 ≥ 0.99 ≥ 0.97 ENERGY DATA TM-30-15 Rf = 86 Rg = 95.5 CRI/CIE Ra = 83.8 R9 = 10.3 TM-30-15 Rf = 91.1 Rg = 99 CRI/CIE Ra = 92.4 R9 = 55.1 Reference Illuminant Reference IlluminantTest Source Test Source * Color values are based on 61WDWB reflector, other finishes and field results may vary. HC6 | HM6 | 61 | 61PS PS517016EN page 8 November 8, 2023 3:26 PM NEW CONSTRUCTION - MID LUMEN3000 AND 4000 LUMEN NEW CONSTRUCTION - HIGH LUMEN4500 – 6000 LUMEN .5" [12.70mm](ceiling thickness) 6.06" [153.92mm](reflector inner aperture) 7.25" [184.15mm](ceiling cut out) 7.75" [196.85mm](trim flange) trim height(see table) max module height(see table) LED height(see table)3.42"[86.77mm](driver height) .5" [12.70mm](ceiling thickness) 6.05" [153.72mm](reflector inner aperture) 7.25" [184.15mm](ceiling cut out) 7.75" [196.85mm](trim flange) trim height(see table) max module height(see table) LED height(see table)3.42"[86.77mm](driver height) 6.06" [153.92mm](reflector inner aperture) 7.25" [184.15mm](ceiling cut out) 7.75" [196.85mm](trim flange) trim height(see table) LED height(see table) max moduleheight(see table) .5"[12.70mm](ceiling thickness) NEW CONSTRUCTION - LOW LUMEN500 – 2500 LUMENS 4.2"[107.34mm]hanger bar bracketheight (removable) 3.42" [86.77mm](driver height) 8.6"[217.35mm] 26.4"[670.56mm] Dimensional and Mounting Details NEW CONSTRUCTIONS - LOW LUMEN 500 – 2500 LUMENS NEW CONSTRUCTIONS - MID LUMEN 3000 – 4000 LUMENS NEW CONSTRUCTIONS - HIGH LUMEN 4500 – 6000 LUMENS Mid Lumen (3000 – 4000 Lumens) Distribution Max. Module Height Trim Height LED Height Narrow 6.6"3.4”3.8” Medium 6.7”3.5”3.9” Wide 6.5”3.3”3.7” Baffle 6.5”3.3”3.7” High Lumen (4500 – 6000 Lumens) Distribution Max. Module Height Trim Height LED Height Narrow 6.9"3.4”3.8” Medium 7.0”3.5”3.9” Wide 6.8”3.3”3.7” Baffle 6.8”3.3”3.7” Low Lumen (500 – 2500 Lumens)* Distribution Max. Module Height Trim Height LED Height Narrow 4.5"3.4”3.8” Medium 4.6”3.5”3.9” Wide 4.4”3.3”3.7” Baffle 4.4”3.3”3.7” *Max. height w/removable hanger bar bracket 4.2” NEW CONSTRUCTION - MID LUMEN3000 AND 4000 LUMEN NEW CONSTRUCTION - HIGH LUMEN4500 – 6000 LUMEN .5"[12.70mm](ceiling thickness) 6.06" [153.92mm](reflector inner aperture) 7.25" [184.15mm] (ceiling cut out) 7.75" [196.85mm](trim flange) trim height (see table) max module height(see table) LED height(see table)3.42"[86.77mm] (driver height) .5"[12.70mm](ceiling thickness) 6.05" [153.72mm](reflector inner aperture) 7.25" [184.15mm] (ceiling cut out) 7.75" [196.85mm](trim flange) trim height (see table) max module height(see table) LED height(see table)3.42"[86.77mm] (driver height) 6.06" [153.92mm](reflector inner aperture) 7.25" [184.15mm] (ceiling cut out) 7.75" [196.85mm](trim flange) trim height (see table) LED height (see table) max moduleheight(see table) .5"[12.70mm](ceiling thickness) NEW CONSTRUCTION - LOW LUMEN500 – 2500 LUMENS 4.2"[107.34mm] hanger bar bracketheight (removable) 3.42"[86.77mm](driver height) 8.6" [217.35mm] 26.4" [670.56mm] NEW CONSTRUCTION - MID LUMEN3000 AND 4000 LUMEN NEW CONSTRUCTION - HIGH LUMEN4500 – 6000 LUMEN .5"[12.70mm](ceiling thickness) 6.06" [153.92mm] (reflector inner aperture) 7.25" [184.15mm](ceiling cut out) 7.75" [196.85mm](trim flange) trim height(see table) max module height(see table) LED height(see table)3.42"[86.77mm](driver height) .5"[12.70mm](ceiling thickness) 6.05" [153.72mm] (reflector inner aperture) 7.25" [184.15mm](ceiling cut out) 7.75" [196.85mm](trim flange) trim height(see table) max module height(see table) LED height(see table)3.42"[86.77mm](driver height) 6.06" [153.92mm] (reflector inner aperture) 7.25" [184.15mm](ceiling cut out) 7.75" [196.85mm](trim flange) trim height(see table) LED height(see table) max moduleheight(see table) .5" [12.70mm](ceiling thickness) NEW CONSTRUCTION - LOW LUMEN500 – 2500 LUMENS 4.2"[107.34mm]hanger bar bracketheight (removable) 3.42"[86.77mm](driver height) 8.6"[217.35mm] 26.4"[670.56mm]Mid Lumen Module High Lumen Module Low Lumen Module HC6 | HM6 | 61 | 61PS PS517016EN page 9 November 8, 2023 3:26 PM Connected Solutions WaveLinx LITE - WTK Tilemount Sensor WaveLinx PRO – WTA Tilemount Sensor • Intuitive Android™ or Apple® iOS® app for basic system code compliant set up and configuration via Bluetooth • Up to 28 unique areas per project site (WaveLinx LITE Bluetooth network) • Up to 50 devices for an area, any one of 16 control zones, up to 6 occupancy sets, and custom lighting scenes • Automatic occupancy or vacancy, sensor sensitivity, daylight dimming, etc. configurable through the app • Refer to the WaveLinx system specifications for details • WaveLinx PRO tilemount functionality configures zones and customizes settings from one secure mobile app • Automatic code commissioning that meets the strictest codes • Fixtures and sensors integrate with Wireless Area Controller, Wall Stations, and Control Devices • Stand-Alone Offices or Entire Building Network Installations +++ WaveLinx Area Controller Provides centralized coordination of multiple area control options Mobile Applications Provides personalized, local control from a tabletor smartphone Wireless Wall Station/Receptacle Provides customized wireless control of each area Downlights with tilemount sensor wireless communication Highly efficient LED fixtures WaveLinx mobile app settings WaveLinx CORE Building Management IntegrationWaveLinx WTA Tilemount Wiring Diagram WaveLinx LITE WTK Tilemount Wiring Diagram WaveLinx LITE Bluetooth Enabled System ManualDimmer OccupancySensor Lumen MaintenanceControl DaylightingControl Manually SwitchedON/OFF DemandResponseTuningControlSchedulingReceptacleControl WaveLinxTilemount Sensor Kit control module(MSP3IVMVDC1EP)(included) 54” Plenum cable(5140-000123-00)(included) 120-277 VAC 3A downlights with 0-10V control WaveLinx Sensor and Mounting Trim (included) Includes switchleg (Blue load out wire) and 0-10V to each fixture controlled ceiling tileceiling tile WaveLinx LITETilemount Sensor Kit control module(MSP3IVMVDC1EP)(included) 54” Plenum cable(5140-000123-00)(included) 120-277 VAC 3A downlights with 0-10V control WaveLinx LITE Sensor and Mounting Trim (included) Includes switchleg (Blue load out wire) and 0-10V to each fixture controlled ceiling tileceiling tile ceiling cutaway view WaveLinx LITETilemount Sensor Kit WaveLinx LITEIntegrated IndustrialWaveLinx LITEAmbient WaveLinx LITEIntegrated Parking Garage WaveLinx LITEWallstationWaveLinx LITEIntegrated Ambient WaveLinx LITEMobile Application MyAppsSecure PortalSite Initiation, Data Backup & Site Transfer Area or Room(49 + 1 construction area) Area or Room(49 + 1 construction area) Wi-Fi Signal IEEE 802.15.4 KEY Building LAN Touchscreen PoEPower WaveLinx COREBACnet/IPPublic (REST) API Third Party system (hardware provided by others)BACnet Router1 (hardware provided by others) Desktop/Laptopwith web browser (hardware provided by user) Note:Performance based on second generation WaveLinx Area Controller (WAC2). WaveLinx CORE Pro shown in this illustration. WaveLinx CORE hardware can be either Pro, Enterprise or Virtual. 1 BACnet Router only required if WaveLinx CORE and third party BACnet client are on different subnets. Smartphone with WaveLinx appused for system setup and personal control WaveLinx PRO controlled devices(up to 200 devices per WAC2 - 150 devices best practice) - see Note WaveLinxAreaController PRO OccupancyCeiling Sensor PRO ControlledReceptacle PRO Wallstation WaveLinx PRO enabled Indoor Fixture120-347V 20A PRO Dimming Switchpacks WaveLinx PRO enabled Outdoor Fixture Area or Room(49 + 1 construction area) ScenesManualDimmerOccupancySensorLumen MaintenanceControlDaylightingControlManually SwitchedON/OFFDeviceSecurity TuningControl 120-277VAC Black (Hot) White (Neutral) Purple (Dimming) White (Neutral) Blue (Not Switched) Pink (Dimming) Control module(MSP3IVMVDC1EP)0-10VDImming Driver 120-277VAC Black (Hot) White (Neutral) Purple (Dimming) White (Neutral) Blue (Not Switched) Pink (Dimming) Control module(MSP3IVMVDC1EP)0-10VDImming Driver HC6 | HM6 | 61 | 61PS PS517016EN page 10 November 8, 2023 3:26 PM Cooper Lighting Solutions1121 Highway 74 SouthPeachtree City, GA 30269P: 770-486-4800www.cooperlighting.com © 2023 Cooper Lighting SolutionsAll Rights Reserved. Specifications and dimensions subject to change without notice. PS517016EN page 11 November 8, 2023 3:26 PM HC6 | HM6 | 61 | 61PS 120-277 VAC 3A downlights with 0-10V control WPN D010 White (AC-N) Black (AC-L) Grey (GND) Red (LED+) Purp l e (Dim+) Pink (Dim-) Blue (LED-) Yellow (Au x -) Grey(Aux-) Green(GND) Connected Solutions WaveLinx PRO Wireless Node - WPN Building LAN Wireless AreaController Touchscreen WaveLinx Mobile Appused for system setup and personal control PoEPower Trellix CoreBACnet/IPPublic (REST) API Third Party system (hardware provided by others)BACnet Router1 (hardware provided by others) Desktop/Laptopwith web browser (hardware provided by user) • WaveLinx Wireless functionality configures zones and customizes settings from one secure mobile app • Automatic code commissioning that meets the strictest codes • Fixtures and sensors integrate with WaveLinx Area Controller, Wall Stations, and Control Devices • Stand-Alone Offices or Entire Building Network Installations +++ WaveLinx Area Controller Provides centralized coordination of multiple area control options Mobile Applications Provides personalized, local control from a tablet or smartphone Wireless Wall Station/Receptacle Provides customized wireless control of each area Downlights with wireless communication Highly efficient LED fixtures WaveLinx mobile app settings WaveLinx CORE Building Management IntegrationWaveLinx PRO Wireless Node (WPN) Wiring Diagram ManualDimmer OccupancySensor Lumen MaintenanceControl DaylightingControl Manually SwitchedON/OFF DemandResponseTuningControlSchedulingReceptacleControl Product Certifications NOTES: 1. Visit https://www.designlights.org/search/ to confirm qualification. Not all product variations are DLC qualified. 1 1 Project Catalog #Type Prepared by Notes Date PS516151EN page 1May 23, 2022 8:46 AM 16"[406mm] Front View Side View Back View Front View Side View Back Box 12-13/16"[326mm] 6-13/16"[173mm] 16"[406mm] 0.28"[7mm] 3"[76mm] 5-1/4"[133.4mm] 6-13/16"[173mm] 12-13/16"[326mm] Ø3-3/16"[81mm] 1-61/64"[50mm] 1-11/16"[43mm] 2-5/32"[55mm] 1- 15/64"[31mm] 1- 1/4"[32mm] 2- 1/2"[63mm] Wall Mount Luminaire Invue ClearCurve Wall Quick Facts • Available with Visual Comfort or Discrete optics configurations • Lumen packages from 1,600 to over 14,000 lumens (18W to 110W) • Efficacy up to 157 lumens per watt • Available with internal battery for emergency lighting Interactive Menu • Ordering Information page 2 • Product Specifications page 3 • Energy and Performance Data page 3 • Control Options page 8 Dimensional Details AVAILABLE COMP LIANT OPTIONSBAABUY AMERICAN ACT 16"[406mm] Front View Side View Back View Front View Side View Back Box 12-13/16"[326mm] 6-13/16"[173mm] 16"[406mm] 0.28"[7mm] 3"[76mm] 5-1/4"[133.4mm] 6-13/16"[173mm] 12-13/16"[326mm] Ø3-3/16"[81mm] 1-61/64"[50mm] 1-11/16"[43mm] 2-5/32"[55mm] 1- 15/64"[31mm] 1- 1/4"[32mm] 2- 1/2"[63mm] WaveStream LightSquares Connected Systems • WaveLinx Product Features ClearCurve WallInvue PS516151EN page 2May 23, 2022 8:46 AM Product Family 1 Light Engine Color Temperature Voltage Distribution FinishVisual Comfort Configurations CCW=ClearCurve WallBAA-CCW=ClearCurve Wall Buy American Act Compliant 29 TAA-CCW=ClearCurve Wall Trade Agreements Act Compliant 29 VA1=Wavestream, 2,800 lumens VA2=Wavestream, 3,800 lumens VA3=Wavestream, 4,500 lumens VA4=Wavestream, 6,000 lumens VA5=Wavestream, 8,000 lumens 2 VA6=Wavestream, 10,000 lumens 2 727=70CRI, 2700K730=70CRI, 3000K735=70CRI, 3500K740=70CRI, 4000K 750=70CRI, 5000K 760=70CRI, 6000K 827=80CRI, 2700K830=80CRI, 3000K835=80CRI, 3500K840=80CRI, 4000K850=80CRI, 5000KAMB=Amber 590nm 25 U=Universal, 120-277V1=120V2=208V3=240V4=277V8=480V 4 9=347V T1=Type I 5 T2=Type IIT3=Type IIIT4FT=Type IV Forward ThrowT4W=Type IV WideSL2=Type II w/Spill Control 5 SL3=Type III w/Spill Control 5 SL4=Type IV w/Spill Control 5 SLL=90° Spill Light Eliminator Left 5 SLR=90° Spill Light Eliminator Right 5 AP=GreyBZ=Bronze BK=BlackDP=Dark PlatinumGM=Graphite MetallicWH=White Discrete Configurations Drive Current SA1=1 Light Square SA2=2 Light Squares A=350mA B=450mA C=615mA D=800mA E=1050mA F=1200mA 3 Ordering Information SAMPLE NUMBER: CCW-VA4-740-U-T4W-GM Options (Add as Suffix)Accessories (Order Separately) F = Single Fuse (120V, 277V or 347V. Must Specify Voltage)FF = Double Fuse (208, 240, or 480V. Must Specify Voltage) 10MSP = 10kV MOV Surge Protective Device 20MSP = 20kV MOV Surge Protective Device 20K = 20kV UL 1449 Fused Surge Protective Device 2L = Two Circuits 5, 6 L90 = Optics Rotated 90° Left 5 R90 = Optics Rotated 90° Right 5 HSS = House Side Shield (Factory Installed) 5, 9 C1 = 1/2" NPT Double Conduit Entry C2 = 3/4" NPT Double Conduit Entry HA = 50°C High Ambient Temperature 10 TR = Tamper Resistant Hardware CC = Coastal Construction 11 DALI = DALI Driver BPC = Button Type Photocontrol 12 PR = NEMA 3-PIN Twistlock Photocontrol Receptacle 14 PR7 = NEMA 7-PIN Twistlock Photocontrol Receptacle 14 AHD145 = After Hours Dim, 5 Hours 15 AHD245 = After Hours Dim, 6 Hours 15 AHD255 = After Hours Dim, 7 Hours 15 AHD355 = After Hours Dim, 8 Hours 15 MS/DIM-L08 = Motion Sensor for Dimming Operation, Up to 8' Mounting Height 12, 16 MS/DIM-L20 = Motion Sensor for Dimming Operation, 9' - 20' Mounting Height 12, 16 SPB1 = Motion Sensor for Dimming Operation, BLE Interface, Up to 8' Mounting Height 12, 17 SPB2 = Motion Sensor for Dimming Operation, BLE Interface, 8' - 20' Mounting Height 12, 17 ZD = DALI-enabled 4-PIN Zhaga Receptacle 12, 18, 19 ZW = Wavelinx-enabled 4-PIN Zhaga Receptacle 12, 18, 19 SWPD4XX = Wavelinx Wireless Sensor, 7' - 15' Mounting Height 12, 18, 19, 20; replace XX with sensor color (WH, BX or BK) SWPD5XX = Wavelinx Wireless Sensor, 15' - 40' Mounting Height 12, 18, 19, 20; replace XX with sensor color (WH, BX or BK) UPL = Uplight fixture 5 FADC = Field Adjustable Dimming Control 26 NAT = Natatorium qualified 11 X = No surge protector EMERGENCY OPTIONS (choose only one)EBP = Emergency Battery Pack (Ambient Temp, 0° to 40°C) 7, 8, 13, 27 CBP = Cold Weather Emergency Battery Pack (Ambient Temp, -20° to 40°C) 7, 8, 13, 27 CBP-CEC = Cold Weather Emergency Battery Pack, CEC Compliant (Ambient Temp, -20° to 40°C) 7, 8, 13, 27 ITS = Internal Transfer Switch, UL Recognized Component 7, 13 OA/RA1013 = Photocontrol Shorting CapOA/RA1014 = NEMA Photocontrol - 120V OA/RA1016 = NEMA Photocontrol - Multi-Tap 105-285VOA/RA1201 = NEMA Photocontrol - 347VOA/RA1027 = NEMA Photocontrol - 480VWRGX = Wireguard for qty "X" Lightsquares 5 BB/CCXX = Back Box with 3/4 NPT (replace XX with color selection)BB-BPC/CCXX = Back Box with 3/4 NPT and button PC (replace XX with color selection) 12, 26 LS/HSS = House Side Shield 5, 22 FSIR-100 = Wireless Configuration Tool for Motion Sensor 23 SWPD4-XX = Wavelinx Wireless Sensor, 7' - 15' Mounting Height 12, 18, 19, 21; replace XX with sensor color (WH, BX or BK) SWPD5-XX = Wavelinx Wireless Sensor, 15' - 40' Mounting Height 12, 18, 19, 21; replace XX with sensor color (WH, BX or BK) WOLC-7P-10A = WaveLinx Outdoor Control Module (7-PIN) 24 BB-ZW/CCXX = Back Box with 3/4" NPT and Wavelinx enabled 4-PIN Twistlock Receptacle (replace XX with color selection) 26 BB-FADC/CCXX = Field Adjustable Dimming Control (replace XX with color selection) 26 POLE-MT-kit-XX = Pole Mount Arm (replace XX with color selection to match fixture) NOTES:1. DesignLights Consortium® Qualified. Refer to www.designlights.org Qualified Products List under Family Models for details. 2. Only available with Type IV Wide (T4W) distribution. 3. Not available with 2 Light Squares (SA2x). 4. Only for use with 480V Wye systems. Per NEC, not for use with ungrounded systems, impedance grounded systems or corner grounded systems (commonly known as Three Phase Three Wire Delta, Three Phase High Leg Delta and Three Phase Corner Grounded Delta systems). 5. Not available with Visual Comfort Light Engines (VAx) 6. Not available with 1 Light Square (SA1x). 7. Not available with other emergency options (EBP, CBP, CBP-CEC, or ITS). 8. Universal (120-277V), 120V, or 277V only. 9. Light Square trim plate will be painted Black when HSS option is selected. 10. Not available with VA6 or SA2E Light Engine. Not available with emergency options (EBP, CBP, or CBP-CEC). Not available with AMB (amber leds) 11. Light Square configuration only. The finish is tested per ASTM B117. Scribe rating of 7 per ASTM D1654. 12. Must specify voltage 120, 208, 240 or 277V. 13. Not available with VA6 or SA2E Light Engines. 14. If 347-480V (H) or 277-480V (C) voltage is specified, use a photocontrol that matches the input voltage used (either 277V, 347V, or 480V). 15. Requires the use of BPC photocontrol or the PR7 or PR photocontrol receptacle with photocontrol accessory. See After Hours Dim supplemental guide for additional information. 16. Utilizes the Wattstopper sensor FSP-211. Sensor color white unless specified otherwise via ETO. 17. Utilizes the Wattstopper sensor FSP-3x1. Sensor color determined by product finish. See reference table. 18. Sensor passive infrared (PIR) may be overly sensitive when operating below -20°C (-4°F). 19. In order for the device to be field-configurable, requires WAC Gateway components WAC-PoE and WPOE-120 in appropriate quantities. Only compatible with WaveLinx system and software and requires system components to be installed for operation. See website for more Wavelinx application information. 20. Not available with Back Box. 21. Requires 4-PIN twistlock receptacle option (ZD or ZW) option. 22. Must order one per Light Square when ordering as a field-installable accessory (1 or 2). 23 This tool enables adjustment to Motion Sensor (MS) parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative for more information. 24. Requires 7-PIN NEMA twistlock photocontrol receptacle (PR7) option. The WOLC-7 cannot be used in conjunction with other controls systems (MS, ZD, or ZW). Only for use at 120-347V. 25. Use for wildlife and observatory (Narrow-band 590nm +/- 5nm). Choose drive current B for SA1 or SA2. Choose lumen package VA2 for T2, T3, and T4FT, choose VA5 for T4W. Not avaliable with 2L option. 26. Not available with DALI, PR7, MS/DIM, SPB1, SPB2, ZD, ZW, SWPD (any sensors or network dimming control devices). 27. Battery systems are UL924 Listed 28. 2L not available with FF, AHD or DALI options. Controls and/or battery packs operate only one of the two circuits when 2L is specified. 2L with controls options not available with 347V or 480V. 29. Product configurations with these designated prefixes are built to be compliant with the Buy American Act of 1933 (BAA) or Trade Agreements Act of 1979 (TAA), respectively. Please refer to DOMESTIC PREFERENCES website for more information. Components shipped separately may be separately analyzed under domestic preference requirements. ClearCurve WallInvue PS516151EN page 3May 23, 2022 8:46 AM Lumen Package VA1 VA2 VA3 VA4 VA5 VA6 Power Wattage (Watts)*28.5W 41W 49W 58.6W 78W 106W Input Current (mA) @120V 240 340 406 493 676 933 Input Current (mA) @277V 105 148 175 221 285 388 Power Wattage (Watts)*31.5W 44W 53.5W 65W 83W 115W Input Current (mA) @347V 93 125 155 188 237 321 Input Current (mA) @480V 67 92 114 138 175 243 Energy and Performance Data VA Performance Lumen Package SA1A (350mA)SA1B (450mA) SA1C (615mA)SA1D (800mA)SA1E (1050mA)SA1F (1200mA) SA2A (350mA)SA2B (450mA) SA2C (615mA)SA2D (800mA)SA2E (1050mA) Power Wattage (Watts)*18W 24W 32W 44W 59W 67W 37W 47W 64W 84W 111W Input Current (mA) @120V 150 200 270 370 490 564 320 400 538 700 925 Input Current (mA) @277V 72 90 120 162 210 251 150 184 236 303 397 Power Wattage (Watts)*21W 26.5W 35W 47W 61.5W 72W 42W 53W 70W 89W 116W Input Current (mA) @347V 63 78 100 135 180 210 123 154 201 257 335 Input Current (mA) @480V 45 57 75 99 131 153 90 113 147 188 245 SA Performance Construction • Low copper content, die-cast aluminum housing provides a clean smooth aesthetic • Patent pending housing design • IP66 rated Optics • Visual Comfort WaveStream TM technology or high-efficiency injection-molded AccuLED • Comprehensive range of Color Temperature choices • Visual Comfort - Four optical distributions utilizing patented visual comfort WaveStreamTM technology • Visual Comfort - 6 lumen packages, ranging from 2,800 to 10,000 lumens • AccuLED – 18 distributions including HSS shielding • AccuLED – 11 lumen packages, ranging from 1,600 to 12,000 lumens • AccuLED - Patented, high-efficiency injection molded AccuLED Optics technology Electrical• Approx. 90% lumen maintenance at 60,00 hours • 120-277V 50/60Hz, 347V 60Hz or 480V 60Hz operation • 10kV surge module standard • 10MSP, 20MSP, 20kv and X are optional • Standard with 0-10V dimming • Suitable for operation in -40°C to 40°C ambient environment • Optional 50°C high ambient (HA) configurations available Mounting • Gasketed and zinc plated rigid steel mounting attachment • “Hook-N-Lock” mechanism for easy installation • Back box accessory availalble for post-construction installation. Finish• Finishes include white, black, bronze, gray, dark platinum and graphite metallic • RAL and custom color matches available • Super housing durable TGIC polyester powder coat paint, 2.5 mil nominal thickness • Coastal Construction (CC) and Natatorium (NAT) options available Warranty • Five year warranty Product Specifications Supplemental Performance Guide Supplemental Performance Guide Approximate Fixture Weight 18.5 lbs ClearCurve WallInvue PS516151EN page 4May 23, 2022 8:46 AM CCT Optics VA1 VA2 VA3 VA4 VA5 VA6 730 T2 (Type II) Lumens 2,709 3,627 4,290 5,519 ---- Lumens per Watt 90.9 90 89 85 ---- BUG Rating B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G3 ---- T3 (Type III) Lumens 2,765 3,701 4,377 5,631 ---- Lumens per Watt 92 90 90 87.2 ---- BUG Rating B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G3 ---- T4FT (Type IV Forward Throw) Lumens 3,230 4,368 5,116 6,257 ---- Lumens per Watt 107 107 104 97 ---- BUG Rating B1-U0-G1 B1-U0-G2 B1-U0-G2 B2-U0-G2 ---- T4W (Type IV Wide) Lumens 3,122 4,254 5,049 6,140 7,720 9,785 Lumens per Watt 108 109 108 107 104 96.8 BUG Rating B1-U0-G1 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G3 B2-U0-G3 740 T2 (Type II) Lumens 2,794 3,741 4,424 5,692 ---- Lumens per Watt 93.8 92 92 88 ---- BUG Rating B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G3 ---- T3 (Type III) Lumens 2,851 3,817 4,514 5,807 ---- Lumens per Watt 95 93 92 89.9 ---- BUG Rating B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G3 ---- T4FT (Type IV Forward Throw) Lumens 3,332 4,505 5,276 6,453 ---- Lumens per Watt 110 111 108 99.9 ---- BUG Rating B1-U0-G1 B1-U0-G2 B2-U0-G2 B2-U0-G2 ---- T4W (Type IV Wide) Lumens 3,220 4,388 5,207 6,332 7,961 10,091 Lumens per Watt 111 112 111 110 107 99.8 BUG Rating B1-U0-G1 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G3 B2-U0-G3 Energy and Performance Data VA Performance Supplemental Performance Guide ClearCurve WallInvue PS516151EN page 5May 23, 2022 8:46 AM Energy and Performance Data CCT Optics SA1A (350mA)SA1B (450mA)SA1C (600mA)SA1D (800 mA)SA1E (1050mA)SA1F (1200mA)SA2A (350mA)SA2B (450mA)SA2C (600mA)SA2D (800 mA)SA2E (1050mA) 730 T1 (Type I) Lumens 2426 3062 4009 4945 6063 6648 4852 6124 8017 9889 12124 Lumens per Watt 135 128 125 112 108 99 134 133 129 122 114 BUG Rating B1-U0-G1 B2-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G3 B2-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G3 T2 (Type II) Lumens 2485 3137 4107 5066 6210 6810 4970 6273 8213 10130 12420 Lumens per Watt 138 131 128 115 111 102 137 136 132 125 117 BUG Rating B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G2 B1-U0-G2 B1-U0-G1 B1-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 T3 (Type III) Lumens 2517 3178 4160 5131 6290 6898 5034 6354 8319 10261 12580 Lumens per Watt 140 132 130 117 112 103 139 138 134 127 118 BUG Rating B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G2 B1-U0-G2 B1-U0-G1 B1-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 T4FT (Type IV Forward Throw) Lumens 2490 3143 4115 5075 6222 6823 4979 6285 8228 10149 12443 Lumens per Watt 138 131 129 115 111 102 138 137 132 126 117 BUG Rating B1-U0-G1 B1-U0-G1 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B2-U0-G3 B2-U0-G3 B2-U0-G3 T4W (Type IV Wide) Lumens 2513 3173 4153 5123 6281 6888 5026 6344 8306 10245 12561 Lumens per Watt 140 132 130 116 112 103 139 138 134 127 118 BUG Rating B1-U0-G1 B1-U0-G1 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B2-U0-G2 B2-U0-G3 B2-U0-G3 SL2 (Type II w/Spill Control) Lumens 2466 3112 4075 5026 6162 6757 4931 6224 8148 10051 12322 Lumens per Watt 137 130 127 114 110 101 136 135 131 124 116 BUG Rating B1-U0-G1 B1-U0-G1 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B2-U0-G3 B2-U0-G3 B2-U0-G3 SL3 (Type III w/Spill Control) Lumens 2463 3109 4071 5021 6156 6751 4926 6218 8141 10041 12311 Lumens per Watt 137 130 127 114 110 101 136 135 131 124 115 BUG Rating B1-U0-G1 B1-U0-G1 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G3 B2-U0-G3 B2-U0-G3 SL4 (Type IV w/Spill Control) Lumens 2441 3082 4034 4976 6101 6690 4882 6163 8068 9952 12201 Lumens per Watt 136 128 126 113 109 100 135 134 130 123 114 BUG Rating B0-U0-G1 B1-U0-G1 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G3 B1-U0-G3 SA Performance Supplemental Performance Guide ClearCurve WallInvue PS516151EN page 6May 23, 2022 8:46 AM Energy and Performance Data SA Performance Supplemental Performance Guide CCT Optics SA1A (350mA) SA1B (450mA)SA1C (600mA)SA1D (800 mA)SA1E (1050mA)SA1F (1200mA)SA2A (350mA) SA2B (450mA)SA2C (600mA)SA2D (800 mA)SA2E (1050mA) 740 T1 (Type I) Lumens 2664 3363 4403 5431 6658 7301 5328 6725 8804 10860 13315 Lumens per Watt 148 140 138 123 119 109 147 146 142 134 125 BUG Rating B2-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G3 B4-U0-G4 T2 (Type II) Lumens 2729 3445 4510 5563 6820 7479 5458 6889 9019 11125 13639 Lumens per Watt 152 144 141 126 122 112 151 150 145 138 128 BUG Rating B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G1 B1-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G3 T3 (Type III) Lumens 2764 3489 4568 5635 6908 7576 5528 6978 9135 11269 13815 Lumens per Watt 154 145 143 128 123 113 153 152 147 139 130 BUG Rating B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 T4FT (Type IV Forward Throw) Lumens 2734 3451 4518 5573 6833 7493 5468 6902 9036 11146 13665 Lumens per Watt 152 144 141 127 122 112 151 150 146 138 128 BUG Rating B1-U0-G1 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B2-U0-G3 B2-U0-G3 B2-U0-G3 T4W (Type IV Wide) Lumens 2760 3484 4561 5626 6897 7564 5520 6967 9121 11251 13794 Lumens per Watt 153 145 143 128 123 113 152 151 147 139 129 BUG Rating B1-U0-G1 B1-U0-G1 B1-U0-G2 B1-U0-G2 B1-U0-G2 B2-U0-G2 B1-U0-G2 B1-U0-G2 B2-U0-G3 B2-U0-G3 B2-U0-G3 SL2 (Type II w/Spill Control) Lumens 2708 3418 4475 5519 6767 7420 5415 6835 8948 11038 13532 Lumens per Watt 150 142 140 125 121 111 150 149 144 137 127 BUG Rating B1-U0-G1 B1-U0-G1 B1-U0-G2 B1-U0-G2 B1-U0-G2 B2-U0-G2 B1-U0-G2 B2-U0-G2 B2-U0-G3 B2-U0-G3 B2-U0-G3 SL3 (Type III w/Spill Control) Lumens 2705 3415 4470 5514 6760 7413 5410 6829 8940 11027 13519 Lumens per Watt 150 142 140 125 121 111 149 148 144 136 127 BUG Rating B1-U0-G1 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G3 B1-U0-G2 B1-U0-G2 B1-U0-G3 B2-U0-G3 B2-U0-G3 SL4 (Type IV w/Spill Control) Lumens 2681 3384 4431 5465 6700 7347 5362 6768 8860 10929 13399 Lumens per Watt 149 141 138 124 119 110 148 147 143 135 126 BUG Rating B0-U0-G1 B1-U0-G1 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G3 B1-U0-G3 B2-U0-G3 ClearCurve WallInvue PS516151EN page 7May 23, 2022 8:46 AM Energy and Performance Data CCT Optics 1A (350mA)1B (450mA)1C (600mA)1D (800mA)1E (1050mA)1F (1200mA) 2A (350mA)2B (450mA)2C (600mA)2D (800mA)2E (1050mA) SL4-HSS (Type III w/ Spill Control, House Side Shield) Lumens 1,904 2,387 3,058 3,982 4,873 5,093 4,426 5,549 7,109 8,932 9,704 Lumens per Watt 104.6 102 95.6 91.1 84.8 81.5 121.6 118.6 111.1 107.2 88.8 BUG Rating B0-U0-G1 B0-U0-G1 B0-U0-G1 B1-U0-G1 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 740 SLR (90° Spill Light Eliminator Right) Lumens 1,998 2,505 3,209 4,179 5,115 5,345 4,645 5,824 7,461 9,374 10,184 Lumens per Watt 109.8 107.1 100.3 95.6 89 85.5 127.6 124.4 116.6 112.5 93.2 BUG Rating B0-U0-G1 B1-U0-G1 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G3 B2-U0-G3 B2-U0-G3 SLR-HSS (90° Spill Light Eliminator Right, House Side Shield) Lumens 1,657 2,077 2,661 3,465 4,240 4,432 3,851 4,828 6,185 7,771 8,443 Lumens per Watt 91 88.8 83.1 79.3 73.7 70.9 105.8 103.2 96.6 93.3 77.2 BUG Rating B0-U0-G1 B0-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G2 B1-U0-G2 B1-U0-G2 SLL (90° Spill Light Eliminator Left) Lumens 1,998 2,505 3,209 4,179 5,115 5,345 4,645 5,824 7,461 9,374 10,184 Lumens per Watt 109.8 107.1 100.3 95.6 89 85.5 127.6 124.4 116.6 112.5 93.2 BUG Rating B0-U0-G1 B1-U0-G1 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G3 B2-U0-G3 B2-U0-G3 SLL-HSS (90° Spill Light Eliminator Left, House Side Shield) Lumens 1,657 2,077 2,661 3,465 4,240 4,432 3,851 4,828 6,185 7,771 8,443 Lumens per Watt 91 88.8 83.1 79.3 73.7 70.9 105.8 103.2 96.6 93.3 77.2 BUG Rating B0-U0-G1 B0-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G2 B1-U0-G2 B1-U0-G2 SA Performance Supplemental Performance Guide Cooper Lighting Solutions1121 Highway 74 SouthPeachtree City, GA 30269P: 770-486-4800www.cooperlighting.com © 2023 Cooper Lighting SolutionsAll Rights Reserved. Specifications and dimensions subject to change without notice. Invue ClearCurve Wall PS516151EN page 8May 23, 2022 8:46 AM Control Options 0-10V This fixture is offered standard with 0-10V dimming driver(s). Photocontrol OptionsOptional button-type photocontrol (BPC) and photocontrol receptacles (PR and PR7) provide a flexible solution to enable “dusk-to-dawn” lighting by sensing light levels. Advanced control systems compatible with NEMA 7-pin standards can be utilized with the PR7 receptacle. After Hours Dim (AHD)This feature allows photocontrol-enabled luminaires to achieve additional energy savings by dimming during scheduled portions of the night. The dimming profile will automatically take effect after a “dusk-to-dawn” period has been calculated from the photocontrol input. Specify the desired dimming profile for a simple, factory-shipped dimming solution requiring no external control wiring. Reference the After Hours Dim supplemental guide for additional information. Dimming Occupancy Sensor (SPB and MS/DIM)These sensors are factory installed in the luminaire, dimming after five minutes of no motion detected. When motion is detected, the luminaire output is 100%. Includes an integral photocell that can be programmed for "dusk-todawn" operation. SPB motion sensors require the Sensor Configuration mobile application by Wattstopper to change factory default dimming level, time delay, sensitivity and other parameters. Available for iOS and Android devices. The MS/DIM requires the FSIR-100 programming tool to adjust factory defaults. Two lens options provide optimal coverage patterns for mounting heights up to 20'. 0-10V This fixture is offered standard with 0-10V dimming driver(s). External 0-10V dimming wire leads are provided for use with a lighting control panel or other control methods except when PER7, 5LTD, MS/DIM, LWR, IBP or ICP is specified. Dimming Occupancy Sensor (MS/DIM-LXX) These sensors are factory installed in the luminaire housing. When the MS/DIM-LXX sensor option is selected, the occupancy sensor is connected to a dimming driver and the entire luminaire dims when there is no activity detected. When activity is detected, the luminaire returns to full light output. The MS/DIM sensor is factory preset to dim down to approximately 50 percent power with a time delay of five minutes. These occupancy sensors include an integral photocell that can be activated with the FSIR-100 accessory for “dusk-to-dawn” control or daylight harvesting. The factory preset is OFF. Please refer to the supplemental guide to understand limitations of product use regarding specific applications. The FSIR-100 is a wireless tool utilized for changing the dimming level, time delay, sensitivity and other parameters. A variety of sensor lenses are available to optimize the coverage pattern for mounting heights from 8’-40’. LumaWatt Pro Wireless Control and Monitoring System (LWR-LW and LWR-LN) The LumaWatt Pro system is a peer-to-peer wireless network of luminaire-integral sensors for any sized project. Each sensor is capable of motion and photo sensing, metering power consumption and wireless communication. The end-user can securely create and manage sensor profiles with browser-based management software. The software will automatically broadcast to the sensors via wireless gateways for zone-based and individual luminaire control. The LumaWatt Pro software provides smart building solutions by utilizing the sensor to provide easy-to-use dashboard and analytic capabilities such as improved energy savings, traffic flow analysis, building management software integration and more. For additional details, refer to the LumaWatt Pro product guides. For mounting heights up to 20' (-L20) 20 15 10 5 0 20 18 15 12 96 6391215 1830 20 Coverage Side Area (Feet) 0 0 20 30 4016241880 Coverage Side Area (Feet) For mounting heights from 8' to 16' (LWR-LW)For mounting heights from 16' to 40' (LWR-LN) Coverage Side Area (Feet) 0102030401020304081824 0 8 70 Coverage Side Area (Feet) For mounting heights up to 8' (-L08) 7182455 18 24 (SPB1 and MS/DIM-L08) (SPB2 and MS/DIM-L20) WaveLinx Wireless Control and Monitoring System (ZD, ZW) Operates on a wireless mesh network based on IEEE 802.15.4 standards enabling wireless control of outdoor lighting. WaveLinx and WaveLinx Lite sensors utilize the Zhaga Book 18 compliant 4-PIN receptacle (ZD or ZW), while the WOLC control module utilizes a 7-PIN receptacle. ZW option provides 4-PIN receptacle and control module to enable future installation of WaveLinx sensors. ZD option provides 4-PIN receptacle and sensor-ready (SR) driver to enable future installation of WaveLinx sensors, power monitoring, and advanced functionality. WaveLinx (SWPD4 to SWPD5) outdoor wireless sensors offer passive infrared (PIR) occupancy and photocell for closed loop daylight harvesting, and can be factory or field-installed. Sensors are factory preset to dim down to 50% after 15 minutes of no motion detected. Two lens options are available for mounting heights of 7’ to 40’. Use the WaveLinx mobile application for set-up and configuration. At least one Wireless Area Controller (WAC) is required for full functionality and remote communication (including adjustment of any factory pre-sets). WaveLinx Wireless Outdoor Lighting Control Module (WOLC-7P-10A)The 7-pin wireless outdoor lighting control module enables WaveLinx to control outdoor area, site and flood lighting. WaveLinx controls outdoor lighting using schedules to provide ON, OFF and dimming controls based on astronomic or time schedules based on a 7 day week SPB sensor finish matched to luminaire finish Luminaire Finish SPB Sensor Finish WH White White BK Black Black GM Graphite Metallic Black BZ Bronze Bronze AP Gray Gray DP Dark Platinum Gray Ambient Temperature Lumen Multiplier 0ºC 1.02 10ºC 1.01 25ºC 1.00 40ºC 0.99 50ºC 0.97 Ambient Temperature 25,000 hours* 50,000 hours* 60,000 hours* 100,000 hours** Theoretical L70 (Hours)** 25ºC 94.4%90.4%89.0%83.0%>199,000 40ºC 94.6%90.9%89.4%83.9%>212,000 50ºC 91.8%87.0%85.2%78.2%>151,000 NOTES: * Supported by IES TM-21 standards ** Theoretical values represent estimations commonly used; however, refer to the IES position on LED Product Lifetime Prediction, IES PS-10-18, that explains proper use of IES TM-21 and LM-80. Lumen Multiplier Lumen Maintenance (TM-21) Energy and Performance Data Project Catalog #Type Prepared by Notes Date PS500052EN page 1September 29, 2023 1:22 PM Quick Facts • Lumen packages range from 3,300 - 73,500 (33W - 552W) • 17 optical distributions • Efficacy up to 159 lumens per watt Interactive Menu • Ordering Information page 2 • Mounting Details page 3 • Optical Distributions page 5 • Product Specifications page 5 • Energy and Performance Data page 6 • Control Options page 11 Dimensional Details Area / Site Luminaire McGraw-Edison GALN Galleon II "A" 9-1/2" [241mm]"B" "A" "B"9 1/2"241mm 3-3/4"[94mm] "A" 9-1/2" [241mm]"B" "A" "B"9 1/2"241mm 3-3/4"[94mm] Number of Light Squares Width "A" Housing Length "B" Weight with Standard or QM Arm EPA with Standard or QM Arm 1-4 16"22"29 lb 0.95 5-6 22"22"39 lb 0.95 7-9 22"28-1/8"48 lb 1.1 NOTES: For arm selection requirements and additional line art, see Mounting Details section. Connected Systems • WaveLinx Lite • WaveLinx Standard Pole Mount Arm Light ARchitectTM NOTES: 1. Visit https://www.designlights.org/search/ to confirm qualification. Not all product variations are DLC qualified. 2. IDA Certified (3000K CCT and warmer only, fixed mounting options) 1 2 1 Product Certifications Product Features AVAILABLE COM PLIANT OPTIONSBAABUY AMERICAN ACT Pole Drilling Pattern Type "N"TYPE "N" 3/4" [19mm]DiameterHole (2) 9/16" [14mm]DiameterHoles 1-3/4"[44mm] 7/8" [22mm] 2" [51mm] GALN Galleon IIMcGraw-Edison PS500052EN page 2September 29, 2023 1:22 PM Product Family Camera Type Data Backhaul L=LumenSafe Technology D=Standard Dome Camera H=Hi-Res Dome Camera Z=Remote PTZ Camera C=Cellular, No SIM A=Cellular, AT&T V=Cellular, Verizon S=Cellular, Sprint R=Cellular, Rogers W=Wi-Fi Networking w/ Omni-Directional AntennaE=Ethernet Networking LumenSafe Integrated Network Security Camera Technology Options (Add as Suffix) Product Family 1, 2 Light Engine Color Temperature Voltage Distribution Mounting FinishConfigurationDrive Current GALN=Galleon IIBAA-GALN=Galleon IIBuy American Act Compliant 27 TAA-GALN=Galleon IITrade Agreements ActCompliant 27 SA1=1 Square SA2=2 Squares SA3=3 Squares SA4=4 Squares SA5=5 SquaresSA6=6 Squares SA7=7 SquaresSA8=8 SquaresSA9=9 Squares A=600mAB=800mA C=1000mA D=1200mA 4, 17 Z=Configured33 722=70CRI, 2200K727=70CRI, 2700K730=70CRI, 3000K735=70CRI, 3500K740=70CRI, 4000K 750=70CRI, 5000K 760=70CRI, 6000K 827=80CRI, 2700K830=80CRI, 3000K835=80CRI, 3500K840=80CRI, 4000K930=90CRI, 3000K935=90CRI, 3500K940=90CRI, 4000K950=90CRI, 5000K AMB=Amber, 590nm 15, 17 U=120-277VH=347V-480V 7, 30 1=120V 2=208V 3=240V 4=277V 8=480V 7, 30 9=347V 7 DV=277V-480V DuraVolt Drivers 29, 30, 31 T1=Type IT2=Type IIT2R=Type II RoadwayT3=Type IIIT3R=Type III RoadwayT4FT=Type IV Forward ThrowT4W=Type IV Wide5NQ=Type V Narrow5MQ=Type V Square Medium5WQ=Type V Square WideSL2=Type II w/Spill ControlSL3=Type III w/Spill ControlSL4=Type IV w/Spill ControlSLL=90° Spill Light Eliminator LeftSLR=90° Spill Light Eliminator Right RW=Rectangular Wide Type IAFL=Automotive Frontline [Blank]=Standard Pole Mount ArmQU=Quick Mount Universal ArmQM=Pole Mount Arm with Quick Mount AdaptorPA=Pole Mount, AdjustableSP=3” Slipfitter, Adjustable 8 SP2=2-3/8” Slipfitter, Adjustable 8 QMA=Quick Mount Mast Arm, FixedMA=Mast Arm, FixedWM=Wall Mount, FixedWA=Wall Mount, AdjustableUP=Upswept Arm AP=GreyBZ=BronzeBK=BlackDP=Dark PlatinumGM=Graphite MetallicWH=WhiteRALXX=Custom Color Ordering Information SAMPLE NUMBER: GALN-SA4C-740-U-T4FT-GM Options (Add as Suffix)Controls and Systems Options (Add as Suffix)Accessories (Order Separately) 28 DIM=External 0-10V Dimming Leads 20 F= Single Fuse (120, 277 or 347V Specify Voltage)FF=Double Fuse (208, 240 or 480V Specify Voltage)20K=20kV UL 1449 fused surge protective device 10 2L=Two Circuits 10 HA=50°C High Ambient HSS=Installed House Side Shield 18 GRSBK=Glare Reducing Shield, Black 23 GRSWH=Glare Reducing Shield, White 23 LCF=Light Square Trim Painted to Match Housing 26 TH=Tool-less Door Hardware 5 CC=Coastal Construction finish 3 L90=Optics Rotated 90° Left R90=Optics Rotated 90° RightAHD145=After Hours Dim, 5 Hours 22 AHD245=After Hours Dim, 6 Hours 22 AHD255=After Hours Dim, 7 Hours 22 AHD355=After Hours Dim, 8 Hours 22 DALI=DALI Drivers BPC=Button Type Photocontrol. Must specify voltage 120V, 208V, 240V or 277V. 6 PR=NEMA 3-PIN Photocontrol ReceptaclePR7=NEMA 7-PIN Photocontrol Receptacle 21 FADC=Field Adjustable Dimming Controller 32 PSC=Photocontrol Shorting CapSPB2=Dimming Motion Sensor, 9’-20’ mounting 24 SPB4=Dimming Motion Sensor, 21’-40’ mounting 24 SPB2/X=Dimming Motion Sensor, limited square count, 9’-20’ mounting 24 SPB4/X=Dimming Motion Sensor, limited square count, 21’-40’ mounting 24 MS/DIM-L20=Motion Sensor for Dimming Operation, 9’-20’ Mounting 34 MS/DIM-L40=Motion Sensor for Dimming Operation, 21’-40’ Mounting 34 ZW=WaveLinx-enabled 4-PIN Twistlock Receptacle 19 ZD=SR Driver-enabled 4-PIN Twistlock Receptacle 19 ZW-WOBXX=WaveLinx Lite, Dimming Motion and Daylight, Bluetooth Programmable, 7’ - 15’ Mounting 19, 12 ZW-WOFXX=WaveLinx Lite, Dimming Motion and Daylight, Bluetooth Programmable, 15’ - 40’ Mounting 19, 12 ZD-WOBXX=WaveLinx Lite, SR Driver, Dimming Motion and Daylight, Bluetooth Programmable, 7’ - 15’ Mounting 19, 12 ZD-WOFXX=WaveLinx Lite, SR Driver, Dimming Motion and Daylight, Bluetooth Programmable, 15’ - 40’ Mounting 19, 12 ZW-SWPD4XX=WaveLinx Pro, Dimming Motion and Daylight, WAC Programmable, 7’ - 15’ Mounting 19, 12, 13 ZW-SWPD5XX=WaveLinx Pro, Dimming Motion and Daylight, WAC Programmable, 15’ - 40’ Mounting 19, 12, 13 ZD-SWPD4XX=WaveLinx Pro, SR Driver, Dimming Motion and Daylight, WAC Programmable, 7’ - 15’ Mounting 19, 12, 13 ZD-SWPD5XX=WaveLinx Pro, SR Driver, Dimming Motion and Daylight, WAC Programmable, 15’ - 40’ Mounting 19, 12, 13 DIM10-L20=Synapse Occupancy Sensor (9’-20’ Mounting) 19 DIM10-L40=Synapse Occupancy Sensor (21’-40’ Mounting) 19 OA/RA1016=NEMA Photocontrol Multi-Tap - 105-285VOA/RA1027=NEMA Photocontrol - 480VOA/RA1201=NEMA Photocontrol - 347VOA/RA1013=Photocontrol Shorting CapOA/RA1014=120V PhotocontrolMA1252=10kV Surge Module ReplacementMA1036-XX=Single Tenon Adapter for 2-3/8” O.D. TenonMA1037-XX=2@180° Tenon Adapter for 2-3/8” O.D. TenonMA1197-XX=3@120° Tenon Adapter for 2-3/8” O.D. TenonMA1188-XX=4@90° Tenon Adapter for 2-3/8” O.D. TenonMA1189-XX=2@90° Tenon Adapter for 2-3/8” O.D. TenonMA1190-XX=3@90° Tenon Adapter for 2-3/8” O.D. TenonMA1191-XX=2@120° Tenon Adapter for 2-3/8” O.D. TenonMA1038-XX=Single Tenon Adapter for 3-1/2” O.D. TenonMA1039-XX=2@180° Tenon Adapter for 3-1/2” O.D. TenonMA1192-XX=3@120° Tenon Adapter for 3-1/2” O.D. TenonMA1193-XX=4@90° Tenon Adapter for 3-1/2” O.D. TenonMA1194-XX=2@90° Tenon Adapter for 3-1/2” O.D. TenonMA1195-XX=3@90° Tenon Adapter for 3-1/2” O.D. Tenon SRA238=Adapter kit for mounting 3” SP arm to 2-3/8” O.D. vertical tenonFSIR-100=Wireless Configuration Tool for MS/DIM 34 LS/HSS=Field Installed House Side Shield 9, 18 LS/GRSBK-2PK =Glare Reducing Shield, Black 9, 23 LS/GRSWH-2PK =Glare Reducing Shield, White 9, 23 LS/PFS=Perimeter Shield, Black 16 WOLC-7P-10A=WaveLinx Outdoor Control Module 11, 19 WOB-XX=WaveLinx Lite Sensor, Dimming Motion and Daylight, Bluetooth Programmable, 7’ - 15’ Mounting 12, 14, 19 WOF-XX=WaveLinx Lite Sensor, Dimming Motion and Daylight, Bluetooth Programmable, 15’ - 40’ Mounting 12, 14, 19 SWPD4-XX=WaveLinx Sensor, Dimming Motion and Daylight, WAC Programmable, 7’ - 15’ Mounting 12, 13, 14, 19 SWPD5-XX=WaveLinx Sensor, Dimming Motion and Daylight, WAC Programmable, 15’ - 40’ Mounting 12, 13, 14, 19 NOTES: 1. Customer is responsible for engineering analysis to confirm pole and fixture compatibility for all applications. Refer to our white paper WP513001EN for additional support information. 2. DesignLights Consortium® Qualified. Refer to www.designlights.org Qualified Products List under Family Models for details. 3. Coastal construction finish salt spray tested to over 5,000-hours per ASTM B117, with a scribe rating of 9 per ASTM D1654. Not available with TH option. 4. Drive current 1200mA not available with color temperatures 722, 727, 827, 830 or 930 when the HSS option is selected.5. TH option not 3G rated. Not available with Coastal Construction (CC) option. 6. Not available with voltage options H, 8 or 9. 7. Requires the use of an internal step down transformer when combined with sensor options. Not available in combination with the HA high ambient and sensor options at 1A. 8. SP arm limited to 3” O.D. vertical tenon. SP2 limited to 2-3/8” O.D. vertical tenon.9. One required for each Light Square. 10. 2L is not available with SPB at 347V or 480V. Not available with WaveLinx or Enlighted sensors, or 20kV surge option. 11. Requires PR7. 12. Replace XX with sensor color (WH, BZ or BK.) 13. WAC Gateway required to enable field-configurability: Order WAC-PoE and WPOE-120 (10V to PoE injector) power supply if needed. WAC not required for LC Bluetooth sensors.14. Requires ZW or ZD receptacle. 15. Narrow-band 590nm +/- 5nm for wildlife and observatory use. Choose drive current A; supplied at 500mA drive current only. Exact luminaire wattage available in IES files. Available with 5WQ, 5MQ, SL2, SL3 and SL4 distributions. Can be used with HSS option. 16. Set of 4 pcs. One set required per Light Square. 17. Not available with HA option. 18. Not for use with T1, 5NQ, 5MQ, 5WQ or RW optics. 19. Cannot be used with other control options. 20. Low voltage control lead brought out 18” outside fixture. Not available with DALI or integrated controls options21. Not available if any SPB, LWR, or WaveLinx sensor is selected. Motion sensor has an integral photocell. 22. Requires the use of BPC photocontrol or the PR7 or PR photocontrol receptacle with photocontrol accessory. 23. Not for use with T1, T4FT, T4W or SL4 optics. 24. Sensor configuration mobile application required for configuration. See controls page for details. 25. Replace X with number of Light Squares controlled by the SPB, referencing the “SPB/X Availability Table” on the controls page.26. Not available with HSS, GRSWH or GRSBK.27. Only product configurations with these designated prefixes are built to be compliant with the Buy American Act of 1933 (BAA) or Trade Agreements Act of 1979 (TAA), respectively. Please refer to DOMESTIC PREFERENCES website for more information. Components shipped separately may be separately analyzed under domestic preference requirements.28. For BAA or TAA requirements, Accessories sold separately will be separately analyzed under domestic preference requirements. Consult factory for further information.29. DuraVolt drivers feature added protection from power quality issues such as loss of neutral, transients and voltage fluctuations. Visit www.signify.com/duravolt for more information.30. 480V not to be used with ungrounded or impedance grounded systems.31. Not available in 1 square configuration at 800mA or below. Not available with any control option except SPB.32. Cannot be used with PR7 or other motion response control options.33. Use GALN Product Configurator to specify lumen output, drive current and wattage. Not available with AMB.34. Uses the FSP-211 motion sensor. The FSIR-100 configuration tool is required to adjust parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Cooper Lighting Solutions for more information. GALN Galleon IIMcGraw-Edison PS500052EN page 3September 29, 2023 1:22 PM TYPE "R" 3/4" [19mm]Diameter Hole 2-5/16"[59mm] 1-1/16"[27mm]2-1/8"[54mm] (2) 5/8" [16mm]Diameter Holes Mounting Details Pole Drilling Patterns Type "M"Type "N"Type "R" Pole Configuration Options TYPE "N"3/4" [19mm]DiameterHole (2) 9/16" [14mm]DiameterHoles 1-3/4"[44mm] 7/8" [22mm] 2"[51mm] 2 @ 180°3 @ 120° (Round poles only) 4 @ 90°2 @ 90°3 @ 90°2 @ 120° (Round poles only) 3/4" [19mm]Diameter Hole (2) 5/8" [16mm]Diameter Holes 4-7/8" [124mm] 2-7/16" [62mm] 2-5/16"[59mm] TYPE "M" *NOTE: Use Type N drilling pattern "A"9-1/2" [241mm]"B" Quick Mount Arm (QM)* "A"6" [149mm] 3-3/4" [94mm] "B" Mast Arm, Fixed (MA) *NOTE: Fits 2-3/8" O.D. tenon *NOTE: Universal bolt pattern compatible with Type N through Type M drilling patterns "A" 8-5/8" [220mm] 9-1/2" [242mm] 5-5/16"[135mm] "B" Upswept Arm (UP)* "A" 9-5/32" [233mm] 6-3/16" [157mm] 10-5/32" [258mm] "B" Wall Mount, Fixed (WM) "B"10-1/4"[260mm] Standard Quick Mount Arm (QU) Quick Mount Mast Arm Assembly (QMA) "A" 3-3/4"[94mm]"B"10-5/8"[271mm] *NOTE: Universal bolt pattern compatible with Type N through Type M drilling patterns "A" 7"[178mm] 3-1/8"[78mm] *NOTE: Fits 2-3/8" O.D. tenon Upswept Arm (UP) Mast Arm, Fixed (MA) Wall Mount, Fixed (WM) Quick Mount Universal Arm (QU)Quick Mount Mast Arm (QMA) Pole Mount Arm with Quick Mount Adaptor (QM) GALN Galleon IIMcGraw-Edison PS500052EN page 4September 29, 2023 1:22 PM Wall Mount, Adjustable (WA) "A" 11-3/16" [284mm] 6-3/16"[157mm] "B" 10-5/32" [258mm] Pole Mount, Adjustable Arm (PA)* "A" "B"11-5/8"[296mm] 4-3/4"[121mm] *NOTE: Use Type N drilling pattern 3" Slipfitter, Adjustable (SP) "A" "B" 4.8”[122 mm] 7.9”[200mm] 9.08"[230mm] *NOTE: Fits 3" O.D. tenon 2-3/8" Slipfitter, Adjustable (SP2) "A" 9-1/2"[241mm] "B" 3-3/4"[97mm]7-1/8"[180mm] *NOTE: Fits 2-3/8" O.D. tenon 80˚ -10˚ Range of Motion 5˚ Increments Mounting Details Tilt Angle (Degrees)Number of Light Squares Weight 1 @ 90°2 @ 180°2 @ 90°2 @ 120°3 @ 90°3 @ 120°4 @ 90° 0° 1-4 33.5 lb (15.2 kg)0.85 1.70 1.46 1.66 2.31 2.25 2.35 5-6 43.5 lb (19.7 kg)0.86 1.71 1.62 1.80 2.49 2.35 2.50 7-9 52.5 lb (23.8 kg)0.98 1.95 1.75 1.98 2.73 2.55 2.76 15° 1-4 33.5 lb (15.2 kg)1.10 1.71 1.95 2.26 2.81 3.30 2.87 5-6 43.5 lb (19.7 kg)1.42 1.71 2.27 2.72 3.13 3.63 3.15 7-9 52.5 lb (23.8 kg)1.69 1.96 2.67 3.22 3.65 4.38 3.72 30° 1-4 33.5 lb (15.2 kg)1.72 1.81 2.58 3.21 3.44 4.59 3.53 5-6 43.5 lb (19.7 kg)2.26 2.29 3.11 4.00 3.97 5.27 4.00 7-9 52.5 lb (23.8 kg)2.75 2.85 3.73 4.83 4.71 6.45 4.81 45° 1-4 33.5 lb (15.2 kg)2.25 2.36 3.10 4.00 3.96 5.63 4.08 5-6 43.5 lb (19.7 kg)2.96 2.99 3.81 5.06 4.67 6.49 4.71 7-9 52.5 lb (23.8 kg)3.63 3.76 3.73 6.17 5.59 8.03 5.73 60° 1-4 33.5 lb (15.2 kg)2.63 2.77 3.49 4.58 4.34 6.21 4.48 5-6 43.5 lb (19.7 kg)3.46 3.51 4.32 5.84 5.19 7.01 5.22 7-9 52.5 lb (23.8 kg)4.27 4.44 5.25 7.15 6.23 8.80 6.40 Fixture Weights and EPAs Adjustable Arm Range of Motion • Includes WA, SP, SP2 and PA mounting options • Adjustable in increments of 5° • Must maintain downward facing orientation Wall Mount, Adjustable (WA) 3” Slipfitter, Adjustable (SP) 2-3/8” Slipfitter, Adjustable (SP2) Pole Mount, Adjustable Arm (PA) GALN Galleon IIMcGraw-Edison PS500052EN page 5September 29, 2023 1:22 PM Asymmetric Area Distributions T3(Type III)SL2(Type II with Spill Control)SL3(Type III with Spill Control)T4FT(Type IV Forward Throw)T4W(Type IV Wide)SL4(Type IV with Spill Control)T2(Type II) Symmetric Distributions Rotated OpticsSpecialized Distributions Asymmetric Roadway Distributions AFL(Automotive Frontline)SLR(90° Spill Light Eliminator Right)SLL(90° Spill Light Eliminator Left) T2R(Type II Roadway)RW(Rectangular Wide Type I)T3R(Type III Roadway)5NQ(Type V Square Narrow)5MQ(Type V Square Medium)5WQ(Type V Square Wide) Standard Street Side House Side Street Side Optics Rotated Left @ 90° [L90] House Side Street Side Optics Rotated Right @ 90° [R90] House Side T1(Type I) Construction • Die-cast aluminum housing and heat sink • Three housing sizes, using 1 to 9 light squares Optics • High-efficiency injection-molded AccuLED Optics technology • 17 optical distributions for area site and roadway applications • 3 shielding options include HSS, GRS and PFS • IDA Certified (3000K CCT and warmer only, fixed mounting options) Electrical • Removable power tray assembly includes drivers, surge modules and control modules for ease of maintenance and serviceability • Standard with 0-10V dimming • Standard with 10kV surge module, optional 20kV surge module • Suitable for operation in -40°C to 40°C ambient environments. Optional 50°C high ambient (HA) configuration Mounting • Arms are factory installed, enabling closed-housing installation • All arms suitable for round or square pole installation • All arms provide clearance for multiple fixture installations at 90° Finish • 6 standard finishes use super durable TGIC polyester powder coat paint, providing 2.5 mil nominal thickness and salt-spray tested to 3,000 hours per ASTM B117 • RAL and custom color matches available • Coastal Construction (CC) option salt-spray tested to 5,000 hours per ASTM B117, achieving a scribe rating of 9 per ASTM D1654 Typical Applications • Outdoor, Parking Lots, Walkways, Roadways, Building Areas Warranty • Five year limited warranty Product Specifications Optical Distributions GALN Galleon IIMcGraw-Edison PS500052EN page 6September 29, 2023 1:22 PM Energy and Performance Data Lumen Maintenance (TM-21) Drive Current Ambient Temperature 25,000 hours* 50,000 hours* 60,000 hours* 100,000 hours** Theoretical L70 hours** Up to 1A 25°C 99.4%99.0%98.9%98.3%> 2.4M 40°C 98.7%98.3%98.1%97.4%> 1.9M 50°C 98.2%97.2%96.8%95.2%> 851,000 1.2A 25°C 99.4%99.0%98.9%98.3%> 2.4M 40°C 98.5%97.9%97.7%96.7%> 1.3M * Supported by IES TM-21 standards ** Theoretical values represent estimations commonly used; however, refer to the IES position on LED Product Lifetime Prediction, IES PS-10-18, explaining proper use of IES TM-21 and LM-80. Lumen Multiplier Ambient Temperature Lumen Multiplier 0ºC 1.02 10ºC 1.01 25ºC 1.00 40ºC 0.99 50ºC 0.97 FADC Position Percent of Typical Lumen Output 1 25% 2 48% 3 56% 4 65% 5 75% 6 80% 7 85% 8 90% 9 95% 10 100% FADC Position Percent of Typical Lumen Output 1 14% 2 25% 3 32% 4 43% 5 49% 6 57% 7 65% 8 72% 9 80% 10 100% FADC Position Percent of Typical Lumen Output 1 19% 2 38% 3 47% 4 63% 5 74% 6 85% 7 95% 8 97% 9 100% 10 100% FADC Settings SA1-SA3 (A, B, C, D Drive Current)FADC Settings SA4-SA6 (A, B, C, D Drive Current)FADC Settings SA7-SA9 (A, B, C, D Drive Current) GALN Galleon IIMcGraw-Edison PS500052EN page 7September 29, 2023 1:22 PM Performance Table, Drive Current “A” (615mA) Number of Light Squares 1 2 3 4 5 6 7 8 9 Nominal Power (Watts)33 63 93 121 154 182 215 244 274 Input Current @ 120V 0.283 0.529 0.778 1.058 1.310 1.556 1.839 2.089 2.335 Input Current @ 208V 0.165 0.309 0.460 0.618 0.771 0.919 1.082 1.240 1.379 Input Current @ 240V 0.143 0.270 0.398 0.540 0.671 0.796 0.944 1.078 1.194 Input Current @ 277V 0.125 0.237 0.352 0.473 0.581 0.705 0.818 0.962 1.057 Input Current @ 347V 0.098 0.181 0.272 0.362 0.454 0.544 0.636 0.738 0.816 Input Current @ 480V 0.073 0.133 0.200 0.267 0.335 0.400 0.470 0.554 0.600 Optics T1 4000K Lumens 4,619 9,180 13,628 18,059 22,861 27,070 31,796 36,863 41,385 BUG Rating B2-U0-G1 B3-U0-G1 B3-U0-G2 B4-U0-G2 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G3 Lumens per Watt 140 146 147 149 148 149 148 151 151 T2 4000K Lumens 4,654 9,249 13,730 18,194 23,032 27,273 32,034 37,138 41,694 BUG Rating B1-U0-G1 B1-U0-G2 B2-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 Lumens per Watt 141 147 148 150 150 150 149 152 152 T2R 4000K Lumens 4,716 9,372 13,913 18,437 23,340 27,637 32,462 37,634 42,251 BUG Rating B1-U0-G1 B1-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 Lumens per Watt 143 149 150 152 152 152 151 154 154 T3 4000K Lumens 4,589 9,120 13,538 17,940 22,711 26,892 31,587 36,620 41,112 BUG Rating B1-U0-G1 B2-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B4-U0-G4 Lumens per Watt 139 145 146 148 147 148 147 150 150 T3R 4000K Lumens 4,735 9,411 13,970 18,513 23,436 27,751 32,596 37,790 42,425 BUG Rating B1-U0-G1 B1-U0-G2 B2-U0-G3 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 Lumens per Watt 143 149 150 153 152 152 152 155 155 T4FT 4000K Lumens 4,617 9,176 13,622 18,051 22,851 27,058 31,782 36,847 41,366 BUG Rating B1-U0-G2 B2-U0-G2 B2-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 Lumens per Watt 140 146 146 149 148 149 148 151 151 T4W 4000K Lumens 4,631 9,203 13,662 18,104 22,918 27,138 31,876 36,955 41,488 BUG Rating B1-U0-G2 B2-U0-G2 B2-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B4-U0-G5 Lumens per Watt 140 146 147 150 149 149 148 151 151 SL2 4000K Lumens 4,619 9,180 13,627 18,058 22,860 27,069 31,795 36,861 41,383 BUG Rating B1-U0-G2 B2-U0-G2 B2-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B3-U0-G5 B4-U0-G5 Lumens per Watt 140 146 147 149 148 149 148 151 151 SL3 4000K Lumens 4,586 9,115 13,531 17,931 22,699 26,879 31,571 36,602 41,091 BUG Rating B1-U0-G1 B1-U0-G2 B2-U0-G3 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 Lumens per Watt 139 145 145 148 147 148 147 150 150 SL4 4000K Lumens 4,529 9,002 13,363 17,708 22,417 26,544 31,178 36,146 40,580 BUG Rating B1-U0-G2 B1-U0-G3 B2-U0-G3 B2-U0-G4 B2-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 Lumens per Watt 137 143 144 146 146 146 145 148 148 5NQ 4000K Lumens 4,829 9,598 14,247 18,880 23,901 28,301 33,242 38,539 43,266 BUG Rating B2-U0-G1 B3-U0-G1 B3-U0-G2 B4-U0-G2 B4-U0-G2 B4-U0-G2 B5-U0-G2 B5-U0-G3 B5-U0-G3 Lumens per Watt 146 152 153 156 155 155 155 158 158 5MQ 4000K Lumens 4,853 9,645 14,318 18,974 24,020 28,442 33,407 38,731 43,482 BUG Rating B3-U0-G1 B3-U0-G2 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 Lumens per Watt 147 153 154 157 156 156 155 159 159 5WQ 4000K Lumens 4,843 9,625 14,288 18,934 23,969 28,382 33,337 38,649 43,390 BUG Rating B3-U0-G1 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 B5-U0-G5 Lumens per Watt 147 153 154 156 156 156 155 158 158 SLL/ SLR 4000K Lumens 3,989 7,927 11,768 15,594 19,741 23,375 27,456 31,831 35,736 BUG Rating B1-U0-G2 B1-U0-G2 B2-U0-G3 B2-U0-G3 B2-U0-G4 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 Lumens per Watt 121 126 127 129 128 128 128 130 130 RW 4000K Lumens 4,774 9,488 14,085 18,665 23,628 27,979 32,863 38,100 42,774 BUG Rating B2-U0-G1 B3-U0-G1 B3-U0-G2 B4-U0-G2 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G3 Lumens per Watt 145 151 151 154 153 154 153 156 156 AFL 4000K Lumens 4,673 9,286 13,785 18,268 23,126 27,384 32,164 37,290 41,864 BUG Rating B1-U0-G1 B1-U0-G1 B2-U0-G2 B2-U0-G2 B3-U0-G2 B3-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 Lumens per Watt 142 147 148 151 150 150 150 153 153 * Nominal data for 70 CRI. ** For additional performance data, please reference the Galleon Supplemental Performance Guide. GALN Galleon IIMcGraw-Edison PS500052EN page 8September 29, 2023 1:22 PM Performance Table, Drive Current “B” (800mA) Number of Light Squares 1 2 3 4 5 6 7 8 9 Nominal Power (Watts)44 82 121 164 204 243 286 325 364 Input Current @ 120V 0.367 0.689 1.014 1.378 1.704 2.027 2.393 2.716 3.041 Input Current @ 208V 0.213 0.401 0.594 0.802 0.997 1.188 1.400 1.605 1.782 Input Current @ 240V 0.184 0.347 0.510 0.694 0.860 1.021 1.210 1.386 1.531 Input Current @ 277V 0.160 0.303 0.449 0.605 0.757 0.898 1.065 1.242 1.347 Input Current @ 347V 0.125 0.235 0.355 0.471 0.592 0.710 0.828 0.958 1.065 Input Current @ 480V 0.092 0.172 0.258 0.344 0.432 0.517 0.605 0.706 0.775 Optics T1 4000K Lumens 5,748 11,423 16,957 22,470 28,446 33,683 39,563 45,867 51,494 BUG Rating B2-U0-G1 B3-U0-G2 B4-U0-G2 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 Lumens per Watt 131 139 140 137 139 139 138 141 141 T2 4000K Lumens 5,790 11,508 17,083 22,638 28,658 33,935 39,859 46,210 51,879 BUG Rating B1-U0-G2 B2-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B4-U0-G5 Lumens per Watt 132 140 141 138 140 140 139 142 143 T2R 4000K Lumens 5,868 11,662 17,311 22,941 29,041 34,388 40,391 46,827 52,572 BUG Rating B1-U0-G1 B2-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B3-U0-G5 Lumens per Watt 133 142 143 140 142 142 141 144 144 T3 4000K Lumens 5,710 11,347 16,845 22,322 28,258 33,461 39,303 45,565 51,155 BUG Rating B1-U0-G1 B2-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B4-U0-G4 B4-U0-G5 B4-U0-G5 Lumens per Watt 130 138 139 136 139 138 137 140 141 T3R 4000K Lumens 5,892 11,710 17,383 23,035 29,161 34,530 40,558 47,020 52,788 BUG Rating B1-U0-G2 B2-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 Lumens per Watt 134 143 144 140 143 142 142 145 145 T4FT 4000K Lumens 5,745 11,418 16,949 22,460 28,433 33,668 39,546 45,847 51,471 BUG Rating B1-U0-G2 B2-U0-G3 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 131 139 140 137 139 139 138 141 141 T4W 4000K Lumens 5,762 11,451 16,999 22,526 28,517 33,767 39,662 45,982 51,622 BUG Rating B1-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 131 140 140 137 140 139 139 141 142 SL2 4000K Lumens 5,747 11,422 16,956 22,469 28,444 33,681 39,561 45,865 51,491 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 131 139 140 137 139 139 138 141 141 SL3 4000K Lumens 5,707 11,342 16,836 22,311 28,244 33,444 39,283 45,542 51,129 BUG Rating B1-U0-G2 B2-U0-G3 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 Lumens per Watt 130 138 139 136 138 138 137 140 140 SL4 4000K Lumens 5,636 11,201 16,627 22,034 27,893 33,028 38,794 44,976 50,493 BUG Rating B1-U0-G2 B1-U0-G3 B2-U0-G4 B2-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 Lumens per Watt 128 137 137 134 137 136 136 138 139 5NQ 4000K Lumens 6,009 11,942 17,727 23,492 29,739 35,214 41,362 47,953 53,835 BUG Rating B2-U0-G1 B3-U0-G1 B4-U0-G2 B4-U0-G2 B5-U0-G2 B5-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G3 Lumens per Watt 137 146 147 143 146 145 145 148 148 5MQ 4000K Lumens 6,039 12,001 17,816 23,609 29,887 35,389 41,568 48,191 54,103 BUG Rating B3-U0-G1 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 B5-U0-G5 Lumens per Watt 137 146 147 144 147 146 145 148 149 5WQ 4000K Lumens 6,026 11,976 17,778 23,559 29,824 35,315 41,480 48,090 53,989 BUG Rating B3-U0-G1 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 B5-U0-G5 B5-U0-G5 Lumens per Watt 137 146 147 144 146 145 145 148 148 SLL/ SLR 4000K Lumens 4,963 9,863 14,642 19,403 24,563 29,085 34,163 39,607 44,465 BUG Rating B1-U0-G2 B1-U0-G3 B2-U0-G3 B2-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 Lumens per Watt 113 120 121 118 120 120 119 122 122 RW 4000K Lumens 5,940 11,806 17,526 23,224 29,400 34,813 40,891 47,407 53,222 BUG Rating B3-U0-G1 B3-U0-G2 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 Lumens per Watt 135 144 145 142 144 143 143 146 146 AFL 4000K Lumens 5,814 11,555 17,153 22,730 28,775 34,073 40,021 46,398 52,090 BUG Rating B1-U0-G1 B2-U0-G1 B2-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G4 Lumens per Watt 132 141 142 139 141 140 140 143 143 * Nominal data for 70 CRI. ** For additional performance data, please reference the Galleon Supplemental Performance Guide. GALN Galleon IIMcGraw-Edison PS500052EN page 9September 29, 2023 1:22 PM Performance Table, Drive Current “C” (1050mA) Number of Light Squares 1 2 3 4 5 6 7 8 9 Nominal Power (Watts)57 108 160 213 269 321 377 429 481 Input Current @ 120V 0.478 0.905 1.338 1.810 2.244 2.675 3.150 3.584 4.013 Input Current @ 208V 0.279 0.532 0.780 1.064 1.313 1.559 1.845 2.093 2.339 Input Current @ 240V 0.243 0.458 0.664 0.916 1.123 1.328 1.582 1.788 1.991 Input Current @ 277V 0.213 0.404 0.582 0.808 0.997 1.164 1.401 1.589 1.745 Input Current @ 347V 0.164 0.322 0.471 0.644 0.795 0.943 1.117 1.269 1.414 Input Current @ 480V 0.121 0.235 0.341 0.469 0.579 0.681 0.814 0.923 1.022 Optics T1 4000K Lumens 7,101 14,113 20,950 27,763 35,146 41,616 48,882 56,671 63,623 BUG Rating B3-U0-G1 B3-U0-G2 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 Lumens per Watt 125 131 131 130 131 130 130 132 132 T2 4000K Lumens 7,154 14,219 21,107 27,970 35,408 41,927 49,247 57,094 64,098 BUG Rating B1-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 126 132 132 131 132 131 131 133 133 T2R 4000K Lumens 7,250 14,408 21,389 28,344 35,881 42,487 49,905 57,857 64,954 BUG Rating B1-U0-G1 B2-U0-G2 B2-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 127 133 134 133 133 132 132 135 135 T3 4000K Lumens 7,054 14,020 20,812 27,580 34,914 41,342 48,560 56,297 63,203 BUG Rating B1-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G4 B4-U0-G4 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 124 130 130 129 130 129 129 131 131 T3R 4000K Lumens 7,280 14,468 21,477 28,461 36,029 42,663 50,111 58,096 65,222 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 128 134 134 134 134 133 133 135 136 T4FT 4000K Lumens 7,098 14,107 20,941 27,751 35,130 41,598 48,860 56,646 63,594 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 125 131 131 130 131 130 130 132 132 T4W 4000K Lumens 7,119 14,148 21,003 27,832 35,233 41,720 49,004 56,812 63,781 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 125 131 131 131 131 130 130 132 133 SL2 4000K Lumens 7,101 14,112 20,949 27,761 35,144 41,614 48,879 56,668 63,619 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 125 131 131 130 131 130 130 132 132 SL3 4000K Lumens 7,051 14,013 20,802 27,566 34,897 41,321 48,535 56,269 63,172 BUG Rating B1-U0-G2 B2-U0-G3 B2-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 124 130 130 129 130 129 129 131 131 SL4 4000K Lumens 6,963 13,839 20,543 27,223 34,463 40,808 47,932 55,569 62,386 BUG Rating B1-U0-G2 B2-U0-G3 B2-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 Lumens per Watt 122 128 128 128 128 127 127 130 130 5NQ 4000K Lumens 7,424 14,755 21,903 29,025 36,743 43,508 51,104 59,247 66,515 BUG Rating B3-U0-G1 B3-U0-G2 B4-U0-G2 B5-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 Lumens per Watt 130 137 137 136 137 136 136 138 138 5MQ 4000K Lumens 7,461 14,828 22,012 29,169 36,926 43,725 51,359 59,542 66,846 BUG Rating B3-U0-G1 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 B5-U0-G5 B5-U0-G5 Lumens per Watt 131 137 138 137 137 136 136 139 139 5WQ 4000K Lumens 7,445 14,797 21,966 29,108 36,849 43,633 51,250 59,417 66,705 BUG Rating B3-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G5 B5-U0-G5 B5-U0-G5 B5-U0-G5 Lumens per Watt 131 137 137 137 137 136 136 139 139 SLL/ SLR 4000K Lumens 6,132 12,187 18,091 23,973 30,348 35,936 42,210 48,935 54,938 BUG Rating B1-U0-G2 B2-U0-G3 B2-U0-G3 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 Lumens per Watt 108 113 113 113 113 112 112 114 114 RW 4000K Lumens 7,340 14,587 21,653 28,694 36,325 43,013 50,522 58,573 65,757 BUG Rating B3-U0-G1 B3-U0-G2 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 Lumens per Watt 129 135 135 135 135 134 134 137 137 AFL 4000K Lumens 7,183 14,276 21,193 28,084 35,552 42,098 49,448 57,327 64,359 BUG Rating B1-U0-G1 B2-U0-G2 B2-U0-G2 B3-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B4-U0-G4 Lumens per Watt 126 132 132 132 132 131 131 134 134 * Nominal data for 70 CRI. ** For additional performance data, please reference the Galleon Supplemental Performance Guide. GALN Galleon IIMcGraw-Edison PS500052EN page 10September 29, 2023 1:22 PM Performance Table, Drive Current “D” (1200mA) Number of Light Squares 1 2 3 4 5 6 7 8 9 Nominal Power (Watts)65 125 184 245 309 368 433 493 552 Input Current @ 120V 0.546 1.041 1.535 2.082 2.578 3.070 3.619 4.114 4.605 Input Current @ 208V 0.318 0.610 0.893 1.219 1.504 1.786 2.113 2.397 2.679 Input Current @ 240V 0.276 0.523 0.758 1.046 1.282 1.516 1.806 2.041 2.274 Input Current @ 277V 0.241 0.460 0.662 0.920 1.133 1.325 1.593 1.807 1.987 Input Current @ 347V 0.187 0.370 0.543 0.740 0.915 1.085 1.285 1.459 1.628 Input Current @ 480V 0.138 0.269 0.391 0.537 0.663 0.782 0.932 1.057 1.173 Optics T1 4000K Lumens 7,814 15,529 23,053 30,549 38,672 45,793 53,787 62,358 70,007 BUG Rating B3-U0-G1 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 B5-U0-G4 Lumens per Watt 120 124 125 125 125 124 124 126 127 T2 4000K Lumens 7,872 15,645 23,225 30,777 38,962 46,135 54,189 62,824 70,530 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 121 125 126 126 126 125 125 127 128 T2R 4000K Lumens 7,977 15,854 23,535 31,188 39,482 46,751 54,913 63,663 71,472 BUG Rating B1-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 123 127 128 127 128 127 127 129 129 T3 4000K Lumens 7,762 15,427 22,901 30,348 38,418 45,491 53,433 61,947 69,546 BUG Rating B2-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G4 B4-U0-G4 B4-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 119 123 124 124 124 124 123 126 126 T3R 4000K Lumens 8,010 15,920 23,632 31,317 39,645 46,944 55,139 63,925 71,767 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 123 127 128 128 128 128 127 130 130 T4FT 4000K Lumens 7,810 15,522 23,043 30,535 38,655 45,772 53,763 62,330 69,976 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 120 124 125 125 125 124 124 126 127 T4W 4000K Lumens 7,833 15,568 23,110 30,625 38,769 45,907 53,921 62,513 70,182 BUG Rating B2-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 121 125 126 125 125 125 125 127 127 SL2 4000K Lumens 7,813 15,528 23,052 30,547 38,670 45,790 53,784 62,354 70,003 BUG Rating B2-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G4 B4-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 120 124 125 125 125 124 124 126 127 SL3 4000K Lumens 7,758 15,419 22,889 30,332 38,398 45,468 53,406 61,916 69,511 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 119 123 124 124 124 124 123 126 126 SL4 4000K Lumens 7,662 15,228 22,605 29,955 37,921 44,903 52,742 61,146 68,646 BUG Rating B1-U0-G3 B2-U0-G3 B2-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 Lumens per Watt 118 122 123 122 123 122 122 124 124 5NQ 4000K Lumens 8,169 16,235 24,101 31,938 40,431 47,874 56,232 65,193 73,190 BUG Rating B3-U0-G1 B3-U0-G2 B4-U0-G2 B5-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 Lumens per Watt 126 130 131 130 131 130 130 132 133 5MQ 4000K Lumens 8,210 16,316 24,221 32,097 40,632 48,113 56,512 65,517 73,554 BUG Rating B3-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G5 B5-U0-G5 B5-U0-G5 Lumens per Watt 126 131 132 131 131 131 131 133 133 5WQ 4000K Lumens 8,192 16,282 24,170 32,029 40,546 48,011 56,393 65,379 73,399 BUG Rating B3-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G5 B5-U0-G5 B5-U0-G5 B5-U0-G5 Lumens per Watt 126 130 131 131 131 130 130 133 133 SLL/ SLR 4000K Lumens 6,747 13,410 19,906 26,379 33,394 39,542 46,445 53,846 60,451 BUG Rating B1-U0-G2 B2-U0-G3 B2-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 Lumens per Watt 104 107 108 108 108 107 107 109 110 RW 4000K Lumens 8,076 16,050 23,826 31,574 39,970 47,329 55,592 64,450 72,356 BUG Rating B3-U0-G1 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 B5-U0-G5 Lumens per Watt 124 128 129 129 129 129 128 131 131 AFL 4000K Lumens 7,904 15,709 23,320 30,902 39,120 46,323 54,410 63,079 70,817 BUG Rating B1-U0-G1 B2-U0-G2 B3-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G4 B4-U0-G4 B4-U0-G4 Lumens per Watt 122 126 127 126 127 126 126 128 128 * Nominal data for 70 CRI. ** For additional performance data, please reference the Galleon Supplemental Performance Guide. Cooper Lighting Solutions1121 Highway 74 SouthPeachtree City, GA 30269P: 770-486-4800www.cooperlighting.com © 2023 Cooper Lighting SolutionsAll Rights Reserved. Specifications and dimensions subject to change without notice. GALN Galleon IIMcGraw-Edison PS500052EN page 11September 29, 2023 1:22 PM Control Options 0-10V (DIM) This fixture is offered standard with 0-10V dimming driver(s). The DIM option provides 0-10V dimming wire leads for use with a lighting control panel or other control method. Photocontrol (BPC, PR and PR7) Optional button-type photocontrol (BPC) and photocontrol receptacles (PR and PR7) provide a flexible solution to enable “dusk-to-dawn” lighting by sensing light levels. Advanced control systems compatible with NEMA 7-pin standards can be utilized with the PR7 receptacle. After Hours Dim (AHD) This feature allows photocontrol-enabled luminaires to achieve additional energy savings by dimming during scheduled portions of the night. The dimming profile will automatically take effect after a “dusk-to-dawn” period has been calculated from the photocontrol input. Specify the desired dimming profile for a simple, factory-shipped dimming solution requiring no external control wiring. Reference the After Hours Dim supplemental guide for additional information. Dimming Occupancy Sensor (SPB and MS/DIM-LXX) These passive infrared (PIR) sensors are factory installed in the luminaire housing. When the SPB (FSP-321 or FSP-311) or MS/DIM (FSP-211) sensor options are selected, the occupancy sensor is connected to a dimming driver and the luminaire dims when no motion is detected. After a set period of time, the luminaire turns off, and when motion is detected, the luminaire returns to full light output. Both sensors are factory preset to dim down to approximately 10% power with a time delay of five minutes. The MS/DIM sensor requires the FSIR-100 programming tool to adjust factory defaults. The SPB sensor default parameters are listed in the table below and can be configured utilizing the Sensor Configuration mobile application for iOS and Android devices. The SPB/X is configured to control only the specified number of light squares (See SPB/X Availability Table below.) An integral photocontrol can be activated with the app for “dusk-to-dawn” control or daylight harvesting - the factory default is off. Four sensor colors are available; Bronze, Black, Gray and White, and are automatically selected based on the luminaire finish as indicated by the table below. WaveLinx Wireless Control and Monitoring System Operates on a wireless mesh network based on IEEE 802.15.4 standards enabling wireless control of outdoor lighting. WaveLinx and WaveLinx Lite sensors utilize the Zhaga Book 18 compliant 4-PIN receptacle (ZD or ZW), while the WOLC control module utilizes a 7-PIN receptacle. ZW option provides 4-PIN receptacle and control module to enable future installation of WaveLinx sensors. ZD option provides 4-PIN receptacle and sensor-ready (SR) driver to enable future installation of WaveLinx sensors, power monitoring, and advanced functionality. WaveLinx (SWPD4 to SWPD5) outdoor wireless sensors offer passive infrared (PIR) occupancy and photocell for closed loop daylight harvesting, and can be factory or field-installed. Sensors are factory preset to dim down to 50% after 15 minutes of no motion detected. Two lens options are available for mounting heights of 7’ to 40’. Use the WaveLinx mobile application for set-up and configuration. At least one Wireless Area Controller (WAC) is required for full functionality and remote communication (including adjustment of any factory pre-sets). WaveLinx Lite (WOF and WOB) outdoor wireless sensors provide PIR occupancy and photocell for closed loop daylight harvesting, and can be factory or field-installed. Sensors are factory preset to dim down to 50% after 15 minutes of no motion detect- ed. Two lens options are available for mounting heights of 7’ to 40’. Use the WaveLinx Lite mobile application for set-up and configuration. WAC not required. WaveLinx Outdoor Control Module (WOLC-7P-10A) accessory provides a photocontrol enabling astronomic or time-based schedules to provide ON, OFF and dimming control of fixtures utilizing a 7-PIN receptacle. The out-of-box functionality is ON at dusk and OFF at dawn. LumenSafe Integrated Network Security Camera (LD) Cooper Lighting Solutions brings ease of camera deployment to a whole new level. No additional wiring is needed beyond providing line power to the luminaire. A variety of networking options allows security integrators to design the optimal solution for active surveillance. As the ideal solution to meet the needs for active surveillance, the LumenSafe integrated network camera is a streamlined, outdoor-ready fixed dome that provides HDTV 1080p video. This IP camera is optimally designed for deployment in the video management system or security software platform of choice. Synapse (DIM10) SimplySNAP integrated wireless controls system by Synapse. Includes factory installed DIM10 Synapse control module and FSP-201 motion sensor; requires additional Synapse system components for operation. Contact Synapse at www.synapsewireless.com for product support, warranty and terms and conditions. For mounting heights up to 15' (SWPD4 and WOB)For mounting heights up to 40' (SWPD5 and WOF) SPB sensor finish matched to luminaire finish Luminaire Finish SPB Sensor Finish* WH White White BK Black Black GM Graphite Metallic Black BZ Bronze Bronze AP Gray Gray DP Dark Platinum Gray SPB/X Availability Table Fixture Square Count Available SPB/X Square Count 1 Not Available 2 Not Available 3 Not Available 4 2 5 2 or 3 6 3 7 2, 3, 4 or 5 8 2, 3, 5 or 6 9 3 or 6 Occupancy Sensor Setting MS/DIM SPB WaveLinx Lite(WOF / WOB)WaveLinx(SWPD) High Mode %100%100%100%100% Low Mode %10%10%50%50% Time Delay 5 min 5 min 15 min 15 min Cut Off Delay 1 hr 1 hr Disabled Disabled Photocell Enabled No No Yes Yes *SPB bezel color automatically selected based on luminaire finish Default Program Settings (Out of the Box Functionality) S S D D D D D D D D D D 7 + 2 5 7+50 8" ø G T S 8" ø G T R > 4"PO P L A R ( 2 ) VEN T P I P E 14"M A P L E 14"M A P L E CO N C . W A L K SD SD GATE 10"A P P L E EXISTING RETENTION BASIN EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING SUB CATCHMENT AREA #2 130,802 SF (3.00 Ac) SUB CATCHMENT AREA #1 72,335 SF (1.66 Ac) Sub-Cathcment Area #2 Tc RouteSub-Cathcment Area #1 Tc Route BU R L I N G T O N S C H O O L D I S T R I C T EXISTING STORM WATER CONDITIONS BU R L I N G T O N A V I A T I O N T E C H C E N T E R ---- DL AJF AJF 18715.02 06/17/2024 E-01 SO U T H B U R L I N G T O N , S T A T E O F V E R M O N T PERMIT PLANS -- - - CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE Engineers, Planning & Construction Administration K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - E X S T O R M W A T E R F I G U R E . D W G 426 INDUSTRIAL AVENUE, SUITE 164 WILLISTON, VERMONT 05495 NOT FOR CONSTRUCTION SCALE 0 30 60 90 FT LEGEND PROPOSED HYDRANT PROPOSED PAVEMENT REHABILITATION PROPOSED FULL DEPTH PAVEMENT EXISTING IMPERVIOUS AREAS TO BECOME LAWN PROPOSED SIDEWALK MANDOOR OVERHEAD DOOR S S D D D D D D D D D D 8" ø G T S 8" ø G T R > 4"PO P L A R ( 2 ) VEN T P I P E 14"M A P L E 14"M A P L E CO N C . W A L K GATE A2 0 0 1 1 2 6'- 8 3 / 4 " 18 ' - 6 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 3 4 5 6 723 8 ' - 6 3 / 4 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 19 ' - 0 " 1A3 0 0 EX T E R I O R D U S T CO L L E C T I O N GLA Z E D O V E R H E A D SE C T I O N A L D O O R S 1'-0 3 / 4 " 8 9 10 11 12 13 1 4 I 15 0 C 13 2 C 13 4 D 13 2 D SE C U R E D A V I A T I O N PR O G R A M S A C C E S S SE C U R E D H A N G E R D O O R (E M E R G E N C Y E G R E S S O N L Y ) H SE C U R E D H A N G E R AC C E S S SE C U R E D A V I A T I O N PR O G R A M S A C C E S S - 1 H O U R R A T E D CO I L I N G D O O R SE C U R E D H A N G E R AC C E S S - 1 H O U R RA T E D C O I L I N G D O O R 13 4 C 13 4 B 116 . 1 A 11 6 . 1 B 11 4 D G AD U L T A V I A T I O N NO N - H A N G E R S H O P HIG H S C H O O L AV I A T I O N S H O P AD V A N C E D MA N U F A C T U R I N G S H O P BT C P R O G R A M 4 S H O P AV I A T I O N S H O P S 132 BT C S H O P S 11 6 5,2 2 7 S F F HE A D R O O M A T D O O R L I M I T E D A T 27 ' - 1 1 " T O 2 8 ' - 0 " V I A H O R I Z O N T A L P I P E AV I A T I O N H A N G A R 15 0 11 , 4 5 4 S F 6,8 8 4 S F E 3 A 2 0 0 BIC Y C L E P A R K I N G 5 U - R A C K S - 1 0 S P O T S D SE C U R E D H A N G E R AC C E S S 13 4 . 3 PA I N T B O O T H 13 4 . 3 80 S F STO R A G E 13 2 . 2 SE C U R E D H A N G E R AC C E S S C SE C U R E D A P R O N AC C E S S B 150 B AD U L T A V I A T I O N CL A S S R O O M 144 75 4 S F 12 6 S F OF F I C E 143 A 38 ' - 7 1 / 8 " SE C U R E D A P R O N A C C E S S NEW T W O H O U R R A T E D E X T E R I O R W A L L CO N S T R U C T I O N E X T E N D S T O E A V E L I N E A2 0 0 2 13 0 C6'- 0 " 9'-6 " 15 ' - 6 " 16' - 0 " 8'- 7 3 / 4 " 6'-0 " 5'-1 5 / 8 " 27' - 0 " 28' - 4 " 29 ' - 0 " 8'- 0 " 7'- 9 3 / 8 " EX I S T . O V E R H E A D D O O R LO C A T I O N , I N F I L L W A L L 12 ' - 0 " OF F I C E A N D R E C O R D S 141 20 4 S F RE F E R E N C E 139 21 1 S F 6'- 0 " 14 4 143 14 1 13 9 RE S T R O O M 13 6 55 S F RE S T R O O M 13 8 56 S F 13 6 13 8 LO C A T I O N O F E X I S T I N G PL U M B I N G W A L L CO R R I D O R 13 0 1,0 0 7 S F 135 57 S F JC135 10 3 B 9'- 1 0 " ST R U C T U R A L CR O S S - B R A C I N G 15 0 A OB S E R V A T I O N WIN D O W UP RA T E D W A L L C O N T I N U E S AT M E Z Z A N I N E A B O V E AV I A T I O N C L A S S R O O M 13 3 63 3 S F 310 S F BA T T E R Y 13 4 . 2 97 S F BA T T E R Y 13 4 . 1 10 2 S F OV E R H E A D C O I L I N G FIR E S H U T T E R 1 - H R SE C U R E D A V I A T I O N P R O G R A M S AC C E S S ( E G R E S S T O W A R D N O R T H ON 1 5 S E C O N D A L A R M E D T I M E D E L A Y ) 13 3 AD V . M A N . CL A S S R O O M 12 3 61 1 S F BTC P R O G R A M CL A S S R O O M 121 58 3 S F 108 S F OF F I C E 111 10 6 S F OFF I C E 11 3 13' - 8 7 / 8 " 13 4 . 1 13 4 . 2 13 2 . 1 132 A 13 0 A 13 0 B CO R R I D O R 12 0 26 3 S F 12 3 12 1 11 5 A 10 3 A 113 111 CA T E R I N G K I T C H E N / KIT C H E N E T T E 11 5 22 8 S F EL E C T R I C A N D I T SE R V I C E E N T R Y 103 177 S F SIM U L A T O R A N D SA M P L E S 13 2 . 1 23 6 S F 11 6 . 2 ST O R A G E 116 . 2 130 S F 73 S F JC12 6 12 6 7'- 2 1 / 8 " 56 S F RR124 12 4 6'- 0 " 56 S F RR12 212 2 6'- 0 " GL A Z E D I N F I L L A T CR O S S - B R A C I N G - FR A M E D P A S S A G E OP E N I N G A T M I D - PO I N T WA T E R 1 0 2 SE R V I C E 10 2 70 S F 10 ' - 3 7 / 8 " AM - C O N D I T I O N E D TO O L S 116 . 3 22 7 S F EN T R Y C O M M O N S / BU S W A I T I N G 11 0 1,2 8 3 S F BU S A R R I V A L / PIC K - U P M O N I T O R ST R U C T U R A L CR O S S - B R A C I N G 10 1 B 11 6 . 3 B 11 6 UTI L I T Y 112 38 S F 112 EN T R Y VE S T I B U L E 10 1 11 8 S F 10 ' - 0 " 10 1 A CA N O P Y AB O V E 140'-2"14'-7" 19'-8" 2'-8" 13'-3"6'-0" +/- 6'-6 1/8"6'-4" 9'-3 3/8" 13'-8" 11'-0" 18'-0" 8"20'-0"9'-6"20'-0"20'-0"20'-0"20'-0"20'-0"9'-4"8" 10"A P P L E G G UE 150'± GUIDE RAIL WITH SNOW FENCING 150'± RETAINING WALL 5' WIDE CONCRETE WALKRECONFIGURE/EXPAND PARKING 66 SPACES (26 NET INCREASE) EXISTING RETENTION BASIN 11 11 23 21 EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING PROPOSED 35.55'X10' ENTRANCE CANOPY PROPOSED BIORETENTION AREA EXISTING IMPERVIOUS AREAS TO BE REHABILITATED AND REMAIN IMPERVIOUS EXISTING LAWN AREAS TO BE CONVERTED TO IMPERVIOUS AREA SUB CATCHMENT AREA #2 130,802 SF (3.00 Ac) SUB CATCHMENT AREA #1 72,335 SF (1.66 Ac) 317 0 + 0 0 . 0 0 1+00.0 0 1+17.3 5 0+50.0 0 0 + 0 0 1 + 0 0 1 + 0 3 0+ 0 0 1+ 0 0 1+ 1 1 0+45 0 + 0 0 Sub-Cathcment Area #2 Tc RouteSub-Cathcment Area #1 Tc Route 12 ANALYSIS POINT #1 BU R L I N G T O N S C H O O L D I S T R I C T PROPOSED STORM WATER CONDITIONS BU R L I N G T O N A V I A T I O N T E C H C E N T E R ---- DL AJF AJF 18715.02 06/17/2024 P-01 SO U T H B U R L I N G T O N , S T A T E O F V E R M O N T PERMIT PLANS -- - - CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE Engineers, Planning & Construction Administration K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - I M P . D W G 426 INDUSTRIAL AVENUE, SUITE 164 WILLISTON, VERMONT 05495 NOT FOR CONSTRUCTION SCALE 0 30 60 90 FT LEGEND PROPOSED HYDRANT PROPOSED PAVEMENT REHABILITATION PROPOSED FULL DEPTH PAVEMENT EXISTING IMPERVIOUS AREAS TO BECOME LAWN PROPOSED SIDEWALK MANDOOR OVERHEAD DOOR S S D D D D D D D 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 14"M A P L E CO N C . W A L K GATE 10"A P P L E EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING UE CL I E N T : PR O J E C T : K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - L A Y O - S B U S 4 0 . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND PROPOSED HYDRANT LEASE LINES PROPOSED PAVEMENT REHABILITATION PROPOSED FULL DEPTH PAVEMENT PROPOSED LAWN AREA'S PROPOSED PEDESTRIAN WALKWAY CONCRETE PADS MANDOOR OVERHEAD DOOR TRUCK TURN TEMPLATE S-BUS-40 1"=20' DEL AJF AJF 18715.02 03/01/2024 SP-01 PERMIT SET S S D D D D D D D 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 14"M A P L E CO N C . W A L K GATE 10"A P P L E EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING UE CL I E N T : PR O J E C T : K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - L A Y O - S U 4 0 . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND PROPOSED HYDRANT LEASE LINES PROPOSED PAVEMENT REHABILITATION PROPOSED FULL DEPTH PAVEMENT PROPOSED LAWN AREA'S PROPOSED PEDESTRIAN WALKWAY CONCRETE PADS MANDOOR OVERHEAD DOOR TRUCK TURN TEMPLATE SU-40 1"=20' JES AJF AJF 18715.02 03/01/2024 SP-01 PERMIT SET S S D D D D D D D 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 14"M A P L E CO N C . W A L K GATE 10"A P P L E EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING UE CL I E N T : PR O J E C T : K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - L A Y O - W B 4 0 . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND PROPOSED HYDRANT LEASE LINES PROPOSED PAVEMENT REHABILITATION PROPOSED FULL DEPTH PAVEMENT PROPOSED LAWN AREA'S PROPOSED PEDESTRIAN WALKWAY CONCRETE PADS MANDOOR OVERHEAD DOOR TRUCK TURN TEMPLATE WB-40 1"=20' JES AJF AJF 18715.02 03/01/2024 SP-01 PERMIT SET