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Agenda 08_Dimensioned Elevations
FLOOR PLAN0' -0"TRUSS BEARING12' -1"UPPER ROOF SOFFIT13' -6"T/ HIGH STEEL23' -1 1/2"HIGH ROOF JST BRG23' -3"T/ COPING25' -0"MATCH - A203LINE - A201MATCH - A203LINE - A2011A3011119582096754232096201865423MCJ15' - 6"8' - 4 1/8"W3W37' - 4"57' - 0"7' - 4"4' - 6"4' - 8"4' - 8"5' - 4"28' - 8"4' - 8"4' - 6"8' - 4"8' - 4"8' - 4"10' - 4"1' - 9"FLOOR PLAN0' -0"TRUSS BEARING12' -1"SOFFIT10' -0"UPPER ROOF SOFFIT13' -6"T/ HIGH STEEL23' -1 1/2"HIGH ROOF JST BRG23' -3"T/ COPING25' -0"7542312222222128754235898111EXTERIOR NOTES:1. SHINGLED ROOF2. BRICK VENEER3. GROUND FACE CMU VENEER4. PRE-CAST STONE VENEER WATER TABLE5. EXTERIOR INSULATION FINISH SYSTEM (SEE SPECS FOR HIGH IMPACT MESH LOCATIONS)6. PRECAST STONE LINTELS7. ALUMINUM SOFFIT AND FASCIA8. ALUMINUM GUTTER SYSTEM & DOWNSPOUTS9. ALUMINUM TRIM/ FLASHING10. HANGER RODS WITH TURNBUCKLES - MODEL 1 AS MANUFACTURED BY CHAMP STEEL OR APPROVED EQUAL11. RIDGE VENTS12. CONCRETE FILLED PIPE BOLLARDS WITH PVC COVER13. BREAKAWAY POST14. GAS METER AND PIPING. VERIFY LOCATION WITH UTILITY COMPANY.15. ELECTRICAL METER SOCKET/CT. CABINET/CONDUIT. VERIFY LOCATION WITH UTILITY COMPANY.16. CONDENSING UNITS - SEE MECHANICAL DRAWINGS17. OPEN/CLOSED AND ATM SIGNS: FURNISHED, INSTALLED & WIRED BY EC.18. ALUMINUM EXIT DOOR SYSTEM19. ALUMINUM ENTRY SYSTEM - SEE SHEET A60120. ALUMINUM WINDOW SYSTEM - SEE SHEET A60121. PLUMBING / MECHANICAL / EXHAUST VENTS.22. VACUUM AIR TUBE FURNISHED AND INSTALLED BY B.E.S..23. ATM / NIGHT DEPOSIT FURNISHED AND INSTALLED BY B.E.S..24. BULLET RESISTANT DRIVE-UP WINDOW WITH DEAL DRAWER FURNISHED AND INSTALLED BY B.E.S..25. SIGNAGE (NIC) 26. STRUCTURAL CAULKING TO BE INSTALLED AT ALL LOCATIONS OF DISSIMILAR MATERIALS AND CONTROL JOINTS. 27. SEE EXTERIOR MATERIALS CHART FOR ALL MATERIAL, FINISH AND COLOR SELECTIONS.ElevationDWG No.MaterialSq. Ft.North Building ElevationA201EIFS125.71Unit Masonry 661.72GlazingClear93.44Spandrel 28.78North Canopy ElevationA203EIFS 104.01Unit Masonry 34.22GlazingClear0Spandrel0East Building ElevationA203EIFS 91.88Unit Masonry 489.8GlazingClear 38.75Spandrel0East Canopy ElevationA201EIFS 62.05Unit Masonry 47.22GlazingClear0Spandrel0South Building ElevationA202EIFS 176.94Unit Masonry 359.62GlazingClear 239.85Spandrel 100.73Alum. Trim 10.18South Canopy ElevationA203EIFS 104.01Unit Masonry 34.22GlazingClear0Spandrel0West Building ElevationA202EIFS 135.39Unit Masonry 225.25GlazingClear 191.29Spandrel74Alum. Trim 10.18Tower ElevationsA201EIFS 387.58A202Unit Masonry 92.01A203 GlazingClear 181Spandrel0Alum. Trim 30.97Totals: EIFS1187.57SQ FTUnit Masonry 1944.06 SQ FTGlazing Total947.84 SQ FTClear 744.33 SQ FTSpandrel 203.51 SQ FTAlum. Trim 51.33 SQ FTPercentage of transparent glazing 78.53%Percentage of glazing along Shelburne 42.56 %David Fuller, AIADate :RevisionNumber :By : By :CheckedDrawnDrawn by :Revisions:Date :CTitle :PWC Project No. :SD Project No. :20194/1/2019 7:29:03 PMS:\PWCampbell\SeaComm FCU - NBO - S. Burlington, VT\05 Studio 109 Designs\Revit Project\SeaComm FCU - NBO - S.Burlington, VT - CDs.rvtBUILDING ELEVATIONSS118225KEL03/12/19A201SOUTH BURLINGTON, VERMONT 05403 CHITTENDEN COUNTY1182251680 SHELBURNE ROAD1/4" = 1'-0"A2011PARTIAL NORTH BUILDING ELEVATION1/4" = 1'-0"A2012EAST BUILDING ELEVATION12" = 1'-0"EXTERIOR MATERIALS CALCULATIONS FLOOR PLAN0' -0"TRUSS BEARING12' -1"UPPER ROOF SOFFIT13' -6"T/ HIGH STEEL23' -1 1/2"HIGH ROOF JST BRG23' -3"T/ COPING25' -0"MATCH - A202LINE - A203MATCH - A202LINE - A203T/TOWER STEEL10' -3 1/2"2A3013A3014A3012A302209675421232097511120963322093919420492059W1W2W1W4W5W658' - 10 5/64"6' - 10 5/64"9' - 4"4' - 0"14' - 0"4' - 0"9' - 4"11' - 4"8' - 4"10' - 4"1' - 9"10' - 6"5' - 2"8' - 4"FLOOR PLAN0' -0"FLOOR PLAN0' -0"TRUSS BEARING12' -1"UPPER ROOF SOFFIT13' -6"T/ HIGH STEEL23' -1 1/2"HIGH ROOF JST BRG23' -3"T/ COPING25' -0"T/TOWER STEEL10' -3 1/2"4A3013A3012097531117542209391920492059W4W5W6W739' - 6 5/64"1' - 10"12' - 0"7' - 4"12' - 0"6' - 4 5/64"10' - 6"5' - 2"8' - 4"1' - 9"10' - 4"David Fuller, AIADate :RevisionNumber :By : By :CheckedDrawnDrawn by :Revisions:Date :CTitle :PWC Project No. :SD Project No. :20194/1/2019 7:29:15 PMS:\PWCampbell\SeaComm FCU - NBO - S. Burlington, VT\05 Studio 109 Designs\Revit Project\SeaComm FCU - NBO - S.Burlington, VT - CDs.rvtBUILDING ELEVATIONSS118225KEL03/12/19A202SOUTH BURLINGTON, VERMONT 05403 CHITTENDEN COUNTY1182251680 SHELBURNE ROAD1/4" = 1'-0"A2021PARTIAL SOUTH BUILDING ELEVATION1/4" = 1'-0"A2022WEST BUILDING ELEVATION FLOOR PLAN0' -0"TRUSS BEARING12' -1"SOFFIT10' -0"MATCH - A203LINE - A201MATCH - A203LINE - A201845212317FLOOR PLAN0' -0"TRUSS BEARING12' -1"SOFFIT10' -0"MATCH - A202LINE - A203MATCH - A202LINE - A2038452123FLOOR PLAN0' -0"T/ COPING25' -0"T/TOWER STEEL10' -3 1/2"1A3021934920295209W6W5W4W5W43' - 0"10' - 4"16' - 6"4' - 10"14' - 0 1/2"FLOOR PLAN0' -0"TRUSS BEARING12' -1"SOFFIT10' -0"1A3032A3033A3037542312824237542312836' - 4"16' - 0"1' - 9"10' - 4"David Fuller, AIADate :RevisionNumber :By : By :CheckedDrawnDrawn by :Revisions:Date :CTitle :PWC Project No. :SD Project No. :20194/1/2019 7:29:27 PMS:\PWCampbell\SeaComm FCU - NBO - S. Burlington, VT\05 Studio 109 Designs\Revit Project\SeaComm FCU - NBO - S.Burlington, VT - CDs.rvtPARTIAL BUILDING ELEVATIONSS118225KEL03/12/19A203SOUTH BURLINGTON, VERMONT 05403 CHITTENDEN COUNTY1182251680 SHELBURNE ROAD1/4" = 1'-0"A2031PARTIAL NORTH BUILDING ELEVATION - DRIVE-UP CANOPY1/4" = 1'-0"A2032PARTIAL SOUTH BUILDING ELEVATION - DRIVE-UP CANOPY1/4" = 1'-0"A2033PARTIAL SOUTHWEST BUILDING ELEVATION1/4" = 1'-0"A2034DRIVE-UP ELEVATION