UVM RECITAL HALL_Issued for Zoning Permit 2019.04.23

UNIVERSITY OF VERMONT RECITAL HALL EXPANSION & RENOVATION PROJECT DRAWINGS: 4/23/2019 1:25:04 PM Electrical Engineer Pearson & Associates PO Box 610 174 Thomas Lane Stowe, VT 05672 P: (802) 253-8211 F: (802) 253-9290 Alan Gould, P.E E: alan.g@pearsonandassociates.com Civil Engineer Krebs and Lansing Consulting Engineers, Inc 164 Main Street, Suite 201 Colchester, VT 05446 P: (802) 878-0375 F: (802) 878-9618 Bill Nedde, P.E E: bill.nedde@krebsandlansing.com CIVIL DETAILS CIVIL DETAILS CIVIL DETAILS CIVIL DETAILS CIVIL DETAILS EXISTING ELEVATIONS ROOF PLAN ELEVATIONS ELEVATIONS NORTH SOUTH SECTION EAST WEST SECTION EXTERIOR PERSPECTIVE VIEWS Structural Engineer Engineering Ventures 208 Flynn Avenue, Suite 2A Burlington, VT 05401 P: (802) 863-6225 Paul A Hobbs, P.E E: paulh@engineeringventures.com Mechanical Engineer Slade Engineering 18 Claredon Ave Montpelier, VT 05602 P: (802) 777-3198 David Slade, P.E E: david@sladeengineering.com scale: project no checked by: drawn by: proj date: sheet date: No Date 17-1206 TMS AS 04/23/2019 Revisions sheet title: COVER SHEET sheet no ISSUED FOR ZONING PERMIT 04/23/2019 P.802.879.5153 F 802.872.2764 SCOTTPARTNERS.COM Architect Scott + Partners, Inc., Architects Carmichael St, Suite 102 Essex, VT 05452 P: (802) 879-5153 F: (802) 872-2764 E: Tyler@scottpartners.com CARMICHAEL ST ESSEX JUNCTION, VT 05452 Associate Architect DLR Goup/Westlake Reed Leskosky 1422 Euclid Ave, Suite 300 Cleveland, Ohio 44115 Raymond Kent R.Kent@dlrgroup.com EXISTING CONDTIONS PLAN OVERALL SCHEMATIC SITE PLAN SITE PLAN POST CONSTRUCTION SOIL RESTORATION PLAN project address: 384 SOUTH PROSPECT ST BURLINGTON, VT 05401 Owner University of Vermont Facilities Design and Construction Marsh Hall, Suite 10 31 Spear Street Burlington, VT 05402 P: (802) 656 -3291 F: (802) 656-3291 COVER SHEET GENERAL NOTES AND ABBREVIATIONS project name: S:\1-S+P-Projects\2-EDUCATION\UVM\Music Building Addition-Renovations\Drwgs\REVIT\UVM MUSIC CENTER_DD.rvt UNIVERSITY OF VERMONT REDSTONE CAMPUS 392 SOUTH PROSPECT STREET BURLINGTON, VT 05401 1-GENERAL A0.0 A0.1 2-SITE EX-1 SP-1 SP-2 SP-3 3-CIVIL CD-1 CD-2 CD-3 CD-4 CD-5 5-ARCHITECTURAL A1.5 A2.3 A4.0 A4.1 A5.0 A5.1 A7.1 UVM: RECITAL HALL EXPANSION AND RENOVATION PROJECT LOCATION: A0.0 ABBREVIATIONS 4/23/2019 1:25:05 PM FDN OFI OH OHD OPNG OPP OPPH OZ PART PC PED PERF PERIM PFN PH PL PLAM PLAS PLUM PLWD PNL PORC PREFAB 5' - 0" NURSE CALL MED GASES OTOSCOPE B.P CUFF PAPER CUP DISPENSER X-RAY VIEW BOX TACK/ WHITE/ CHALK BOARD CLOCK FAN A ALL PLUMBING, ELECTRICAL, ELECTRICAL BOX, KITCHEN FAN DUCT OR BATH FAN DUCT PENETRATIONS IN EXTERIOR WALLS AND ATTIC WITH CAULK OR MINIMALLY EXPANDING FOAM B SEALING THE GAP BETWEEN THE TOP PLATES OF INTERIOR AND EXTERIOR WALLS AND CEILING SHEET ROCK IN THE TOP STORY WITH CAULK OR MINIMALLY EXPANDING FOAM C BOTTOM EDGE OF SHEET ROCK SEALED TO SUB FLOOR OR SLAB ON EXTERIOR WALLS WITH MINIMALLY EXPANDING FOAM D METAL BATH FAN HOUSINGS SEALED TO SHEET ROCK WITH CAULK OF MINIMALLY EXPANDING FOAM E AROUND WINDOW AND DOOR ROUGH OPENING, MINIMALLY EXPANDING FOAM WITH BEAD SIZE TO SEAL WINDOW FRAME TO ROUGH OPENING, DO NOT TRY TO FILL DEPTH OF GAP F INSULATING CONTRACTOR SHOULD COORDINATE AIR SEALING WORK WITH GENERAL CONTRACTOR THE GC IS TO ENSURE COMPLETE AND THOROUGH AIR SEALING G ALL WINDOWS SHALL HAVE AN NFRC U VALUE RATING OF 35 OR LESS, AND A SOLAR HEAT GAIN COEFFICIENT (SHGC) OF 55 OR LESS AND ARE ENERGY STAR LABELED FOR NORTHERN CLIMATE MONITOR/ TV BRACKET SYMBOL LEGEND WALL TAG WINDOW TAG DOOR TAG ROOM TAG 1i WALL TYPE 1t WINDOW TYPE ### DOOR NUMBER Room name ROOM NAME 101 150 SF ROOM NUMBER GENERAL NOTES: AREA SECTION MARK SIM A101 DRAWING NUMBER SHEET NUMBER EXTERIOR ELEVATION A4.1 DRAWING NUMBER SHEET NUMBER INTERIOR ELEVATION DETAIL NUMBER, TYP 10 DRAWING NUMBER A8.1 11 SHEET NUMBER 12 DETAIL SECTION A101 FLOOR FINISH TAG Floor Material SIM 13 DRAWING NUMBER SHEET NUMBER Floor Material 14 GENERAL CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO STARTING ANY WORK DIMENSIONS TO EXISTING CONSTRUCTION SHALL BE TO FACE OF SURFACE MATERIAL, UNLESS OTHERWISE NOTED OR INDICATED DIMENSIONS TO NEW CONSTRUCTION SHALL BE TO FACE OF STUD OR FRAMING, UNLESS OTHERWISE NOTED OR INDICATED PATCH AND REPAIR ALL SURFACES/MATERIALS THAT ARE DAMAGED BY DEMOLITION PATCH AND REPAIR ANY CRACKS, DINGS, HOLES, ETC., NOT RELATED TO DEMOLITION, AT ALL EXPOSED SURFACES SCHEDULED TO BE PAINTED SEE SPECIFICATIONS ALL NEW GWB WALLS SHALL BE FULL HEIGHT, FROM SUBFLOOR TO UNDERSIDE OF STRUCTURE ABOVE UNLESS NOTED OR OTHERWISE INDICATED ALL NEW GWB WALLS SHALL BE TAPED, SMOOTH FINISHED, AND PAINTED W/ (1) COAT OF LATEX PRIMER AND (2) COATS OF LATEX EGGSHELL PAINT, COLORS TO BE SELECTED BY ARCHITECT CONTRACTOR SHALL COMPLETELY PAINT ALL ROOMS WITH ANY NEW WORK OCCURRING IN THEM UNLESS NOTED OTHERWISE ALL FIRE RATED WALL AND DECK PENETRATIONS TO BE FIRESEALED AND DRAFT STOPPED ALL FLOOR/CEILING (DECK) ASSEMBLIES TO BE SMOKE TIGHT SEAL ALL HOLES, GAPS AND AROUND ALL EXISTING AND NEW PENETRATIONS PROVIDE DAMPERS IN ALL DUCTWORK THAT PENETRATES FLOOR ASSEMBLIES COORDINATE WITH MECHANICAL THEREFORE- DUCT SHAFTS DO NOT NEED TO BE RATED AND MAY BE BUILT ONESIDED SURFACE MOUNTED CONDUIT WILL BE ALLOWED AT EXISTING WALLS WHERE SNAKING/ FISHING IS NOT ACHIEVABLE ALL PROPOSED SURFACE MTD CONDUIT SHALL BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION COORDINATE SEQUENCING OF EXTERIOR REPAIRS, NEW WORK AND WINDOW REPAIR/REPLACEMENT WORK COORDINATE WORK WITH EXISTING PERIMETER DRAINAGE SYSTEM MODIFY AS NECESSARY AT NEW ADDITION RECONNECT TO EXISTING DISCHARGE LOCATION IF A NEW LOCATION IS REQUIRED, COORDINATE WITH CIVIL (SEPARATE CONTRACT) CLOSET SHELVING: WHERE SHOWN, SHELVING SHALL BE 3/4" VENEER PLYWOOD WITH SOLID WOOD NOSE ON ADJUSTABLE BRACKETS - HEAVY DUTY KV DBL SLOTTED SHELVES HIGH FLOOR MATERIAL REQUIRED BLOCKING & GRAB BAR LOCATIONS: DRAWING NUMBER 3' - 0" 1' - 6" TRANSFER SIDE GRAB BAR ROLL-IN SHOWER BACK WALL BACK WALL 4' - 2" 6" SIDE WALL ROLL-IN SHOWER ROLL-IN SHOWER END WALL REAR WALL GRAB BAR 2' - 0" 4" NOTES: VT ACCESS RULES REQUIRES BLOCKING IN ALL APARTMENT UNITS IT IS ASSUMED THAT TUB/SHOWER UNITS FOR ALL APARTMENTS WILL BE PURCHASED WITH INTEGRAL BLOCKING ALL FIRST FLOOR APARTMENTS, EXCEPT THE ADA APARTMENT(S) WILL BE CONSIDERED ADAPTABLE AND NEED TO MEET THE STATE OF VERMONT ACCESSIBILITY REQUIREMENTS (THIS INCLUDES ANY UPPER FLOOR UNITS ACCESSED BY AN ELEVATOR.) THE DESIGNATED ADA APARTMENT(S) MUST MEET CURRENT ADA REQUIREMENTS ALL OTHER APARTMENTS MUST MEET THE STATE OF VERMONT RULES FOR VISITABILITY BACK WALL 4" TUB - BACK WALL 1' - 0" TUB - END WALL project name: SIDE WALL 6" 6" 6" 6" CONTROL END WALL 2' - 0" 2' - 0" HEAD END WALL 1' - 0" 4" 6" 2' - 0" 1' - 0" 2' - 0" 4" 3' - 6" 6" 1' - 0" 2' - 0" 4' - 6" 2' - 0" SHEET NUMBER 3' - 0" MAX SIM 3' - 0" MAX A101 8" DETAIL project address: 384 SOUTH PROSPECT ST BURLINGTON, VT 05401 SHARPS RECEPTOR UVM: RECITAL HALL EXPANSION AND RENOVATION GLOVE BOX CARMICHAEL ST ESSEX JUNCTION, VT 05452 7' - 0" S.S SHELF 7' - 0" COAT HOOKS P.802.879.5153 F 802.872.2764 SCOTTPARTNERS.COM 3' - 6" 4' - 0" TOWEL BAR 7' - 1/64" 4' - 0" 4' - 0" SANITARY NAPKIN DISP + RECEPTACLE TOILET PAPER DISPENSER 3' - 6" 2' - 0" 3' - 6" 2' - 0" 5' - 6" SOAP DISPENSER 5' - 0" PAPER TOWEL DISPENSER 4' - 6" 3' - 6" MIRROR OVER SINK (DIM TO REFLECT.SURF.) 4' - 0" MIRROR (DIM TO REFLECT.SURF.) 3' - 6" MAX 3' - 4" 4' - 0" 7" - 9" 2' - 11" 6' - 2" MIN WHERE DIRECTED, INSULATE CAVITY WALLS WITH 4-1/2" OF SPRAY APPLIED CLOSED CELL FOAM INSULATION ON EXTERIOR OF PLYWOOD WALL SHEATHING INSTALL 1-1/2" FOIL FACED POLY ISOCYANURATE RIGID FOAM INSULATION INSULATED ABOVE ROOF SHEATHING WITH 10" OF POLYISOCYANURATE RIGID FOAM INSULATION MINIMUM R VALUE TO EQUAL R-60 PER MFR AGED VALUES UNDER SLAB AND SLAB PERIMETER ARE TO BE INSULATED WITH A MINIMUM OF INCHES OF RIGID INSULATION (MINIMUM PCF POLYSTYRENE RATED FOR EARTH CONTACT) SEE STRUCTURAL DRAWINGS FOR RECOMMENDED LOAD RATING AND ADDITIONAL INSULATION REQUIREMENTS WHERE A DISCREPANCY IN QUANTITY APPEARS PROVIDE THE HIGHEST INSULATION VALUE REQUESTED INSULATION CONTRACTOR AND OR GENERAL CONTRACTOR ARE TO PROVIDE ALL AIR SEALING MEASURES: GENERAL AIR SEALING MEASURES WILL BE INSTALLED THROUGH THE USE OF INDUSTRY STANDARD MATERIALS AND TECHNIQUES, INCLUDING: USE OF MINIMUM EXPANDING FOAM AND RIGID MATERIALS TO SEAL CRACKS GAPS AND VOIDS, AND USE OF PRESSURE DIFFERENTIAL DIAGNOSTIC TECHNIQUES TO LOCATE AIR LEAKAGE PATHS GC IS TO PROVIDE A MINIMUM OF ONE BLOWER DOOR TEST PRIOR TO INSTALLATION OF DRYWALL AND ONE BLOWER DOOR TEST AFTER DRYWALL INSTALLATION OR AS MANY TESTS ARE REQUIRED UNTIL APPROVED AIR LEAKAGE RATES ARE MET BLOWER DOOR CONTRACTOR IS TO BE A TRAINED AND QUALIFIED TECHNICIAN FROM AN INDEPENDENT TESTING ORGANIZATION APPROVED BY THE OWNER AND ARCHITECT AIR LEAKAGE RATE IS BLOWER DOOR TESTED AND SHOWN TO BE NO MORE THAN 0.40 CFM50/SQ.FT OF EXTERNAL, ABOVE GRADE BUILDING SHELL SURFACE AREA ALL INTERIOR BUILDING EXPOSED FOAM INSULATION IS TO BE SEPARATED FROM THE BUILDING INTERIOR BY AN APPROVED THERMAL BARRIER OF 1/2" GYPSUM WALLBOARD, APPROVED INTUMESCENT PAINT OR EQUIVALENT THERMAL BARRIER MATERIAL TO PROVIDE AN APPROVED 15 MINUTE MINIMUM FIRE PROTECTION RATING AIR SEALING WILL INVOLVE (BUT NOT LIMITED TO) EFFECTIVE SEALING WITH APPROPRIATE PRODUCTS IN THE FOLLOWING AREAS: 8" UTIL UR VAC VAR VB VCT VEH VERT VEST VIF VNR VOL VP VTR VWC W W/ W/O WC WD WIN WF WG WP WR WS WT WWF 6" MAX THERM THRU THK THR TK BD TOC TOF TOS TOW TLT TR TRT TYP UC UH UL UNFIN UNO INSULATION AND AIR SEALING NOTES: 3' - 0" MAX MACH MAINT MAS MAT MAX MD MECH MED MEMB MCF MFR MH MHO MIN MIRR MISC MLD MO MOV MR MTD MTL MULL N N/A NIC NOM NO NTS OC OD OF OFE OFF OFCI TFTI MOUNTING HEIGHTS FOR EQUIPMENT & ACCESSORIES MAX LFTI SC SCHED SECT SF SHLV SHT SIM SLDG SLNT SPCG SPEC SPKR SPR HD SS SQ STC STD STIFF STL STOR STRUCT SURF SUSP SV SYM SYS T T&G TBD TEL TEMP TFLI Pressure Pounds Per Square Foot Pounds Per Square Inch Paint or Point Painted Poly Vinyl Chloride Pavement Paver Quantity Radius/Riser Return Air Radiation Roof Drain, Road Reinforcing Bar Recessed Reference Reflected Refrigerator Register Reinforced Remove Required Resistant Resilient Retaining Revision/Reverse Roof Roofing Room or Roof Membrane Rough Opening Resilient Flooring South Suspended Acoustical Tile Solid Core Schedule Section Square Feet Shelving Sheet Similar Sliding Sealant Spacing Specification Speaker Sprinkler Head Stainless Steel Square Sound Transmission Class Standard Stiffener Steel Storage Structural Surface Suspended Sheet Vinyl Symbol System Tread, Tile Tongue and Groove Tack Board Telephone Temporary, Temperature Tenant Furnished Landlord Installed Tenant Furnished Tenant Installed Thermometer Through Thick Threshold Tack Board Top of curb Top of Footing Top of Steel Top of Wall Toilet Trench Treated Typical Under Cut Unit Heater Underwriter’s Laboratories Unfinished Unless Noted Otherwise Utility Urinal Vacuum Variable Vapor Barrier Vinyl Composite Tile Vehicle Vertical Vestibule Verify in Field Veneer Volume Vent Pipe Vent Through Roof Vinyl Wall Covering West With With Out Water Closet Wood Window Wide Flange Wire Glass Water Proof Water Resistant Water Stop Weight Welded Wire Fabric 3' - 0" HDWD HDR HDW HM HOR HP HR HT HTG HTR HVAC HW ID IN INCL INFO INSUL INT INTER JAN JB JC JST JT K PL KD LAM LAV LBS LF LIQ LOC LT LF F LTG LTL LVR LW FLI PRESS PSF PSI PT PTD PVC PVMT PVR QTY R RA RAD RD REBAR REC REF REFL REFR REG REINF REM REQD RES RESIL RET REV RF RFG RM RO RSL S SAT 3' - 0" MAX EJ EL ELEC ELEV EMER ENAM ENCL ENG ENT EOS EQ EQUIP EXIST EXP EW EWC EXH Exist EXPD EXPO EXT EXTR FA FAS FB FC FD FRT FT FTG FTR FUR FURN FUT FXD GA GALV GB GC GD GDR GEN GL GRD GS GT GWB GYP HB HBD HC Fire Extinguisher Fire Extinguisher Cab Finished Floor Elevation Fiberglass Fire Hose Cabinet Finished Fixture Flashing Flexible Floor Flooring Fluorescent Face of Wall Fire Proofing Fire Rated Frame Fiberglass Reinf Paneling Fire Ret Treated Foot or Feet Footing Fin Tube Radiation Furred or Furring Furnished Future Fixed Gauge Galvanize(d) Grab Bar General Contractor Grade Guardrail General Glass Ground Gravel Stop Grout Gypsum Wall Board Gypsum Hose Bib Hardboard Hollow Core or Handicap Accessible Hardwood Handrail Hardware Hollow Metal Horizontal High Pressure Hour Height Heating Heater Heating, Vent & A/C Hot Water Inside Diameter Inch Included/ing Information Insulation Interior Intermediate Janitor Junction Box Janitor’s Closet Joist Joint Kick Plate Knock Down Laminate Lavatory Pounds Lineal Feet Liquid Location Light Light Fixture Lighting Lintel Louver Long Way Landlord Furnished Landlord Installed Landlord Furnished Tenant Installed Machine Maintenance Masonry Material Maximum Metal Decking Mechanical Medium Member Metal Furring Channel Manufacturer Manhole Magnetic Hold Open Minimum or Minute Mirror Miscellaneous Molding Masonry Opening Movable Moisture Resistant Mounted Metal Mullion North Not Applicable Not in Contract Nominal Number Not to Scale On Center Outside Diameter Outside Face Owner Furnished Equipment Office Owner Furnished Contractor Installed Owner Furnished Installed Overhead Over Head Door Opening Opposite Opposite Hand Ounce Partition Precast or Piece Pedestal Perforated Perimeter Prefinished Partial Height Plate Plastic Laminate Plaster Plumbing Plywood Panel Porcelain Prefabricated MAX CL CLF CLNG CLOS CLR CLS CM CMU CO COL COMP CONC CONST CONT CONTR COORD COR CORR CPT CRS CSMT CT CTR CR CTSK CU CUH CW CYL D DB DBL DEM DEPT DET DF DIA DIAG DIFF DIM DISP DMT DN DP DR DS DWG E EA EIFS FE FEC FFE FGL FHC FIN FIX FLASH FLEX FLR FLRG FLOUR FOW FP FR FRM FRP 3' - 0" S:\1-S+P-Projects\2-EDUCATION\UVM\Music Building Addition-Renovations\Drwgs\REVIT\UVM MUSIC CENTER_DD.rvt ADD ADJ ADJT AFF AFG ALT ALUM ANCH ANCH B ANOD AP APPROX ARCH ASB AUTO AUX AV AVG B BC BD BEL BET BIT BL BLDG BLK BLKG BM BN BO BOS BOT BRCG BRG BRK BRKT BS BSMT BW BUR CAB CB CEM CER CF CG CH CHAM CIR CIRC CJ Number of Pounds And Equal At Air Conditioning Architect/Engineer Above Acoustical Acoustic Ceiling Tile Access Door Area Drain Additional Adjacent Adjustable Above Finished Floor Above Finished Grade Alternate Aluminum Anchor Anchor Bolt Anodized Access Panel Approximately Architect/Architectural Asbestos Automatic Auxiliary Audio Visual Average Bolt Brick Course Board Below Between Bituminous Blanket Building Block Blocking Beam, Bench Mark Bull Nose Bottom of Bottom of Step Bottom Bracing Bearing Brick Bracket Both Sides Basement Both Ways Built up Roofing Cabinet Catch Basin Cement Ceramic Cubic Feet Corner Guard Ceiling Height Chamfer Circle Circumference Control Joint Construction Joint Center Line Chain Link Fence Ceiling Closet Clear Closure or Closer Construction Manager Cement Masonry Unit Clean Out Column Compressible Concrete Construction Continuous Contractor Coordinate Corrugated Corridor Carpet Course Casement Ceramic Tile Center Chair Rail Countersunk Cubic Cabinet Unit Heater Cold Water Cylinder Deep or Depth Decibels Double Demolish Department Detail Drinking Fountain Diameter Diagonal Diffuser Dimension Dispenser Demountable Down Damp Proofing Door or Drain Down Spout Drawing East Each Exterior Insulation + Finish System Expansion Joint Elevation Electric or Electrical Elevator Emergency Enamel Enclosure Engineer Entrance Edge of Slab Equal Equipment Existing Expansion Each Way Elec Water Cooler Exhaust Existing Expanded Exposed Exterior Extruded Fire Alarm Fastener Face Brick or Flat Bar Flexible Connection Floor Drain or Fire Damper Foundation 4' - 0" # & = @ A/C A/E ABV AC ACT AD scale: project no checked by: drawn by: proj date: sheet date: No Date As indicated 17-1206 TMS AS 04/23/2019 Revisions TUB - PLAN sheet title: GENERAL NOTES AND ABBREVIATIONS sheet no ISSUED FOR ZONING PERMIT 04/23/2019 A0.1 Notes This plan is not a boundary survey Property line shown are based on digital information provided by UVM are considered approximate The underground utilities shown on this plan are based on visible utilities located during a topographic survey performed by Krebs & Lansing in 2017 and the following: - Limited secondary electric and site lighting electric is shown based on Utility Master Plan mapping provided by UVM Other secondary and site lighting electrical may be present on site and is not warranted to be exact or complete - Water: Waterlines are based on visible evidence found during the survey and digital utility mapping provided by the University of Vermont - Sewer: Sanitary sewer mains are shown from manhole to manhole as located during the survey Sanitary service lines are shown based on digital utility mapping provided by the University of Vermont Sewer pipe elevations, type, and sizes were measured during the survey Pipe information is not always evident from visual observations Prior to making connections to the existing sanitary system and prior to ordering materials, the Contractor shall be responsible for confirming all pipe information - Storm: Storm pipes are shown from manhole to manhole as located during the survey Stormwater service lines are shown based on digital utility mapping provided by the University of Vermont Storm pipe elevations, type, and sizes were measured during the survey Pipe information is not always evident from visual observations Prior to making connections to the existing storm system and prior to ordering materials, the Contractor shall be responsible for confirming all pipe information - PBX: PBX telecommunications conduits are based on Utility Master Plan digital mapping provided by the University of Vermont - Steam: Steam lines are based on Record drawings and Utility Master Plan digital mapping provided by the University of Vermont TP-0.5' De ep Underground utilities are approximate and not warranted to be exact or complete Dig Safe shall be contacted prior to any excavation DigSafe may not mark private utilities It is the Contractors responsibility to mark private utilities (other than PBX) Secondary electric is not shown on this plan Elevations are based on the NAVD 88 vertical datum Project Horizontal Coordinates derived from GPS observation using reference frame NAD83 (2011) 2010.00 epoch Building roof lines are taken from orthophoto topography by the Sells Mapping Company University of Vermont Consultant K& L Krebs & Lansing Consulting Engineers, Inc 164 Main Street, Suite 201 Colchester, VT 05446 T: (802) 878-0375 F: (802) 878-9618 email@krebsandlansing.com TP #10 2.7) (ledge @ 43 TP-0.5' De Issued for Design Development 01/15/19 ep TP-1' Deep TP #11 0.8) (ledge @ 43 TP-1.5' De ep University of Vermont TP-4' Deep 12" PVC 6" PVC Recital Hall Expansion and Renovation ain 4" forcem Inv 427.5 in same d controls (Power an Elec deawings) ee (S h) nc tre EXISTING CONDITIONS PLAN EX-1 University of Vermont Potential LEED limits Potential LEED limits (Area = 34,200sf.) Consultant K& L Krebs & Lansing Consulting Engineers, Inc 164 Main Street, Suite 201 Colchester, VT 05446 T: (802) 878-0375 F: (802) 878-9618 email@krebsandlansing.com BL 6' 434 434 433 434 12" PVC 43 SDR 12" ST 43 43 433 35 Building Addition H H Issued for Design Development 01/15/19 VAN 434 VAN 432 University of Vermont Recital Hall Expansion and Renovation COOLIDGE HALL 402 S PROSPECT ST 0332 OVERALL SCHEMATIC SITE PLAN SP-1 NOTES LEGEND The Contractor shall be responsible for repairing all disturbed areas back to original condition, including but not limited to curbing, sidewalks, road, parking areas, landscaping, site lighting, electrical, and etc All asphalt shall be sawcut prior to paving All stumps, rock, and other non-approved trench backfill material discovered during construction is the exclusive property of the Contractor and shall be removed from UVM property and disposed of in a State approved disposal location All existing soils reused for fill shall conform to all applicable sections of VTRANS specifications Section 203-Excavation & Embankments.Contractor shall review soil investigation report and soils logs prior to bid Any soil reused as fill under roads and applicable concrete sidewalks shall pass a subgrade proof roll with a loaded tandem Fill soils that not pass a subgrade proof roll shall be removed and replaced at the Contractor's expense All passing sieve, proctor, and compaction testing expenses shall be paid by Owner Testing coordination, all other required testing, and expenses for failed tests shall be the Contractor's responsibility The Contractor shall contact the Burlington Electric Department prior to any work in the vicinity of the existing electric conduits This project requires coverage under an Individual Construction Stormwater Discharge Permit and the City of Burlington Standard Erosion Prevention & Sediment Control Permit The Contractor shall be the On-site Coordinator for the project and shall be responsible for all required inspections (minimum weekly and after any storm event that produces a discharge), turbidity readings, maintenance, and reporting The On-Site Plan Coordinator shall be required to provide a turbidity meter for the project The Contractor shall be responsible for installing, maintaining and removing all erosion and sediment control devices shown on the plans or details and, to the maximum extent practical, to minimize potential contamination of stormwater runoff from the construction activities Contractor shall be responsible for all "As-built" measurement and drafting requirements as outlined on the Detail Sheets All trench excavations shall remain open until all as-built survey shots have been taken Progress Record Drawings shall be submitted to the Engineer as indicated in the Record Drawing specifications BL x363.9 150 12" PVC SDR35 43 4.4 6x 43 4.4 New base and asphalt pavement See detail 43 Existing old 8" water main 4.4 2x 43 2x 43 4.2 4.3 6x 6x x433 4.0 9x 1x (Raise rim to 434.1, change grate to ADA compliant) New bollards x4 33 5x BL x433 52 rb New cu x434 20 434 New flush curb 35 x43 New CB #1C Rim 432.60 Inv 429.51 x43 50 17 43 4.0 4x x433.90 26 x4 34 ncrete 43 4.3 x4 p TP-0.5' Dee 8x TP-1' Dee 434 p 23 Removal of all erosion control matting and inlet protection is the responsibility of the Contractor New round stone (2"±) Sample to Architect for approval 67 VAN 43 4.7 8x 26 See Structural plans for all retaining walls, utility pads, stairs, and exterior concrete at doors Building Addition FF 434.88 8x 27 Refer to Plumbing plans for sewer and storm design within five feet of the building 28 Refer to Plumbing and/or Fire Protection plans for waterline design within five feet of building TP #11 29 The Contractor shall contact UVM Telecommunications and Network Services (656-3339) prior to any work in the vicinity of the PBX conduit The Contractor shall carefully excavate around the PBX conduit to prevent damage to the PBX infrastructure Contractor shall be responsible for placing Owner supplied locator balls over exposed conduits prior to backfilling 432 30.8) New loading area sign No Parking Remove existing curb 24 At the end of the project, clean the sumps of all new and existing catch basins and storm manholes within the project limits 25 Electrical, lighting and PBX and bluelight lines are shown for illustrative/coordination purposes only Refer to Electrical plans and specifications for design E 89FF x434 x4 21 Contractor to pin concrete sidewalk/slabs to all contact points with stairs, building, bike slab, retaining walls, etc x 4.8 41 20 All sidewalks shall have 2% maximum cross slope All ramps and stairs shall have a landing at the bottom with a maximum slope of 2% for feet x4 53 43 x 32.7) (ledge @ 4 43 Issued for Design Development 01/15/19 19 Temporary groundwater, stormwater, and sewer by-pass pumping and/or diversion is the responsibility of the Contractor The Contractor is responsible for providing all necessary pumps and equipment to perform the work Overnight pumping is not allowed 4.5 34 x4 TP-0.5' Dee TP #10 x43 New Co 43 VAN p x433 x434.4 43 4.6 x 39 18 Contractor shall contact UVM Risk Management Training and Compliance office for any work involving contact with asbestos cement pipe 22 Contractor shall maintain full occupancy and fire department access to all surrounding buildings Coordinate all temporary access with the University representative Loading area Raise rim to 433.4 by adding concrete grade rings 17 All new catch basins and sanitary sewer manhole must have one 6" precast concrete grade ring 4.3 x434 433 New 5' concrete sidewalk 433 x New bollards Raise valve box SDR 43 3.5 43 34 18 x 433 PVC 43 x4 x433 12" x4 43 3.3 7x 60 43 x432 25 x x4 434 33 New concrete sidewalk Grass 4.8 433 x433.79 433.43x Remove tree 12" ST Remove existing curb 35x 16 Core and boot all existing structures unless otherwise noted (core and boot new inv at 429.1) x4 6' 15 All sewer and storm pipes shall be PVC SDR 35 unless otherwise noted x 433 necessary to complete the project Contractor shall test topsoil for approval by the Owner and Engineer Grade to drain (typ.) 434 88 x x 43 Begin new curb K& L Krebs & Lansing Consulting Engineers, Inc 164 Main Street, Suite 201 Colchester, VT 05446 T: (802) 878-0375 F: (802) 878-9618 email@krebsandlansing.com 60 4.2 Consultant 14 Contractor shall be responsible for all costs of importing and placing topsoil and/or compost New CB #1B Rim 433.18 Inv 429.20 (12" PVC) (no sump) 434 43 x43 3.5 x4 33 x4 33 New Blue Light see Electrical drawings See SP-3 for Post Construction Soil Restoration Plan 13 The Contractor shall be responsible for all signage and construction barrier/safety fencing necessary for providing safe vehicular and pedestrian access through or around the site during construction .77 4.3 434 43 34 70 43 x4 33 33 x4 43 4.4 Remove pavement and gravel as required for new proposed grades and re-pave 4x University of Vermont New signage for van accessible parking (ledge @ (Raise rim to 434.5, change grate to ADA compliant) 3x 431.8 x431 University of Vermont Recital Hall Expansion and Renovation DEMOLITION NOTES 73 p TP-1.5' Dee The location of underground electrical lines which service the site lights are not shown on the Civil Plans Other electrical lines may exist which are not shown on this plan Prior to disrupting existing utilities, Contractor shall be responsible for confirming status of all utilities to be abandoned All abandoned utilities outside ft of the new building footprints shall be cut, capped, and abandoned in-place unless the removal of the abandoned utility is required during construction All abandoned utilities within ft of the new building footprints shall be removed All abandoned manholes, catch basins, and utility vaults shall be demolished and removed Plug open ends of all abandoned pipes or conduits with concrete or water tight end cap See Structural Plans for backfill requirements for all items removed from within the influence of the new building footprints Use sand fill (703.03) for all demolition backfill outside the influence of the new building footprints (95% standard proctor compaction) The Contractor shall establish snow fence protection barrier at the drip edge of all existing trees to remain within 10 ft of construction disturbance All excess fill, stumps, rock, topsoil, waste, and other material is the exclusive property of the Contractor and shall be removed from the property and disposed of in a State approved disposal location Contractor shall maintain water and sanitary services to all existing buildings to remain If water shut down is required provide minimum 72 hour notice to the University Contractor shall demolish and remove all existing infrastructure necessary to construct the new project as designed This plan does not show every item to be demolished and may not accurately show the limits of the items to be partially demolished Structural concrete at out-swinging doors to prevent heaving p TP-4' Dee This drawing refers to Civil Site Engineering items, located outside the building, only Coordinate all trees and vegetation to be removed with the Landscape Architect and UVM SITE PLAN 10 Contractor shall coordinate all demolition with fire marshal to maintain fire protection to UVM buildings 11 Contractor shall contact UVM Risk Management Training and Compliance office for any work involving contact with asbestos Contractor shall work closely with UVM Physical Plant Department Training & Compliance and provide full time support for all work involving asbestos cement pipe Contractor shall excavate and fully expose pipes, provide safe trench protection for UVM access, remove 15'-18' lengths of pipe from trench and place in ACM Trailer, take record survey shots of capped ends where applicable, backfill, compact, and restore surface as described on site plans SP-2 Soils Restoration Legend POST-CONSTRUCTION SOIL DEPTH & QUALITY STANDARD VERIFICATION TEST PIT MINIMUM 9/ACRE SOILS SUBJECT TO POST-CONSTRUCTION SOIL DEPTH & QUALITY STANDARD · · · · For the staging area only: At end of construction remove and dispose of stone and stabilization fabric, scarify or till subgrade soil to depth of 8" below finish grade, and stabilize by hydroseeding · SOIL DEPTH AND QUALITY SHALL BE ESTABLISHED TOWARDS THE END OF CONSTRUCTION, AND ONCE ESTABLISHED, BE PROTECTED FROM COMPACTION THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE POST CONSTRUCTION SOIL DEPTH AND QUALITY VERIFICATION SHALL BE VIA A SAMPLING SCHEME IDENTIFIED ON THIS PLAN THAT INCLUDES NINE, 8" DEEP TEST HOLES PER ACRE OF AREA SUBJECT TO THE STANDARD TEST HOLES SHALL BE EXCAVATED USING ONLY A SHOVEL DRIVEN SOLELY BY THE INSPECTOR'S WEIGHT AND SHALL BE AT LEAST 50 FEET APART FROM EACH OTHER University of Vermont AFTER THE CONTRACTOR'S VERIFICATION OF THE POST CONSTRUCTION SOIL DEPTH AND QUALITY REQUIREMENTS, THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A LETTER CONFIRMING CONFORMANCE WITH THE STORMWATER PERMIT STANDARD Post-Construction Soil Depth and Quality Notes Required Elements: Soil retention: Retain, in an undisturbed state, the duff layer and native topsoil to the maximum extent practicable For all areas disturbed or compacted during construction: At end of construction remove and dispose of any construction stone, scarify or till all subgrade soil to depth of 8" below finish grade Place topsoil (amended as described in Post-Construction Soil Depth and Quality Notes on this plan) and stabilize by hydroseeding or with rolled erosion matting, (Typical) Potential LEED limits Soil quality: All areas subject to the Standard shall demonstrate the following: ■ ■ A topsoil layer with a minimum organic matter content of 4% dry weight in planting beds and turf areas The topsoil layer shall have a minimum depth of inches, except where tree roots limit the depth of incorporation of amendments needed to meet the criteria Compost and other materials shall be used that meet the following requirements: o The compost or other materials shall have a carbon to nitrogen ratio below 25:1 o Compost shall meet the definition of “compost” in the Agency's Solid Waste Management Rules or shall meet the contaminant standards in the Vermont Solid Waste Management Rules §6-1104(g)(6- 7), §6-1105(e)(8-9), and §6-1106(e)(7-9) Compost or other organic materials may be amended to meet the foregoing requirements o Exceptional Quality biosolids (EQ biosolids) may be used as a soil amendment, at a maximum proportion of 35% of the total soil volume, and shall be well mixed with existing soil before or during application ■ The resulting soil shall be conducive to the type of vegetation to be established ■ The soil quality requirements shall be met by using one or a combination of the following methods: Consultant K& L Krebs & Lansing Consulting Engineers, Inc 164 Main Street, Suite 201 Colchester, VT 05446 T: (802) 878-0375 F: (802) 878-9618 email@krebsandlansing.com o Option 1: Leave undisturbed native vegetation and soil, and protect from compaction during construction Failure to establish and maintain exclusionary controls around these areas during the construction phase may trigger the requirement to restore soils per one of the following options BL 6' o Option 2: Amend existing site topsoil or subsoil in place 434 433 434 434 ▪ Scarify or till subsoils to inches of depth or to depth needed to achieve a total depth of inches of uncompacted soil after calculated amount of amendment is added Except for within the drip line of existing trees, the entire surface shall be disturbed by scarification; 12" 43 SDR 12" ST PVC 43 43 ▪ Amend soil to meet organic content requirements: 433 · PRE-APPROVED RATE: Place inch of composted material with an organic matter content between 40 and 65% and rototill into inches of soil, or · CALCULATED RATE: Place calculated amount of composted material or approved organic material and VAN 434 VAN 432 Post Construction Soil Depth and Quality Verification Test Pit Location, typical rototill into depth of soil needed to achieve inches of settled soil at 4% organic content *Contractor to provide calculation and site sketch indicating areas used for calculations ▪ Rake beds to smooth and remove surface rocks larger than inches in diameter; and ▪ Water or roll to compact soil in turf areas to 85% of maximum dry density Option 3: Remove and stockpile existing topsoil during grading ▪ Stockpile soil on site in a designated controlled area, at least 50 feet from surface waters, wetlands, floodplains, or other critical resource areas; ▪ Scarify or till subgrade to a depth of inches Except for within the drip line of existing trees, the entire surface shall be disturbed by scarification; ▪ Stockpiled topsoil shall also be amended, if needed, to meet the organic content requirements: · PRE-APPROVED RATE: Compost shall be incorporated with an organic matter content between 40 and 65% into the topsoil at a ratio 1:3, or · CALCULATED RATE: Incorporate composted material or approved organic material at a calculated rate to achieve inches of settled soil at 4% organic content;* ▪ Replace stockpiled topsoil prior to planting, screen topsoil, and; ▪ Rake to level, and remove surface rocks larger than inches in diameter · Option 4: Import topsoil mix, or other materials for mixing, including compost, of sufficient organic content and depth · Scarify or till subgrade to a depth of inches Except for within the drip line of existing trees, the entire surface shall be disturbed by scarification; · Place inches of imported topsoil mix on surface The imported topsoil mix shall contain 4% organic matter Soils used in the mix shall be sand or sandy loam as defined by the USDA; Shop drawing submittal is required Find USDA sieve for sand and sandy loam · Rake beds to smooth and remove surface rocks larger than inches in diameter; and University of Vermont · Water or roll to compact soil in turf areas to 85% of maximum dry density -Soil Management: o Identifies areas on the site subject to the Standard; o Soil depth and quality shall be established towards the end of construction and once established, protected from compaction, such as from large machinery, vehicle traffic, and from erosion; and o After soil amendments and placement is complete, and prior to seeding and mulching, Contractor shall perform verification sampling in locations indicated on sampling plan Verification sampling shall include nine, inch deep (min) test holes per acre of area subject to the standard Test holes shall be excavated using only a shovel driven solely by inspector's weight and shall be at least 50 feet apart from each other ■ Recital Hall Expansion and Renovation A dense and vigorous vegetative cover shall be established over turf areas ▪ COOLIDGE HALL 402 S PROSPECT ST 0332 POST CONSTRUCTION SOIL RESTORATION PLAN SP-3 e of University of Vermont Consultant K& L Krebs & Lansing Consulting Engineers, Inc 164 Main Street, Suite 201 Colchester, VT 05446 T: (802) 878-0375 F: (802) 878-9618 email@krebsandlansing.com Issued for Design Development 01/15/19 University of Vermont Recital Hall Expansion and Renovations CIVIL DETAILS CD-1 e of University of Vermont Consultant K& L Krebs & Lansing Consulting Engineers, Inc 164 Main Street, Suite 201 Colchester, VT 05446 T: (802) 878-0375 F: (802) 878-9618 email@krebsandlansing.com Issued for Design Development 01/15/19 University of Vermont Recital Hall Expansion and Renovation CIVIL DETAILS CD-2 e of University of Vermont Consultant K& L Krebs & Lansing Consulting Engineers, Inc 164 Main Street, Suite 201 Colchester, VT 05446 T: (802) 878-0375 F: (802) 878-9618 email@krebsandlansing.com Issued for Design Development 01/15/19 University of Vermont Recital Hall Expansion and Renovations CIVIL DETAILS CD-3 Erosion Prevention and Sediment Control Notes e of University of Vermont Consultant K& L Krebs & Lansing Consulting Engineers, Inc 164 Main Street, Suite 201 Colchester, VT 05446 T: (802) 878-0375 F: (802) 878-9618 email@krebsandlansing.com Issued for Design Development 01/15/19 University of Vermont Recital Hall Expansion and Renovations A A CIVIL DETAILS CD-4 e of University of Vermont Consultant K& L Krebs & Lansing Consulting Engineers, Inc 164 Main Street, Suite 201 Colchester, VT 05446 T: (802) 878-0375 F: (802) 878-9618 email@krebsandlansing.com Issued for Design Development 01/15/19 University of Vermont Recital Hall Expansion and Renovations Contractor shall employ as many of these best management practices to prevent soil from leaving the construction site If evidence is found of eroded soil leaving the construction site, the Engineer may direct Site Contractor to implement additional best management practices at no additional cost to Owner CIVIL DETAILS CD-5 EXISTING LOW ROOF 25' - 4" TOP OF STEEL 25' - 10" CARMICHAEL ST ESSEX JUNCTION, VT 05452 STAGE LEVEL 0' - 0" PIT -2' - 10" EXISTING EAST ELEVATION 1/8" = 1'-0" P.802.879.5153 F 802.872.2764 SCOTTPARTNERS.COM THIRD FLOOR 15' - 4" 4/23/2019 11:34:24 AM ADDITION ROOF 14' - 7" SECOND FLOOR 1' - 23/32" ADDITION FOUNDATION -6' - 0" STAGE LEVEL 0' - 0" PIT -2' - 10" EXISTING NORTH ELEVATION 1/8" = 1'-0" scale: project no checked by: drawn by: proj date: sheet date: No Date project address: 384 SOUTH PROSPECT ST BURLINGTON, VT 05401 THIRD FLOOR 15' - 4" project name: S:\1-S+P-Projects\2-EDUCATION\UVM\Music Building Addition-Renovations\Drwgs\REVIT\UVM MUSIC CENTER_DD.rvt TOP OF STEEL 25' - 10" UVM: RECITAL HALL EXPANSION AND RENOVATION HI ROOF PARAPET 37' - 10" MEZZ PARAPET 35' - 0" 1/8" = 1'-0" 17-1206 TMS AS 04/23/2019 Revisions sheet title: EXISTING ELEVATIONS sheet no ISSUED FOR ZONING PERMIT 04/23/2019 A1.5 91' - 1/2" 13 12 11.1 11 10 53' - 6" 37' - 10 1/2" 1.3 1.2 3' - 1/2" A5.3 A.1 A B 9' - 1/2" A5.0 C LOW ROOF D 32' - 0" E 15' - 0" A5.4 F F.4 A5.4 RD J A6.1 A6.1 K L L.5 M A5.1 P.802.879.5153 F 802.872.2764 SCOTTPARTNERS.COM H RD PRES1.10 A5.2 OPEN TO LOW ROOF CARMICHAEL ST ESSEX JUNCTION, VT 05452 CANOPY BELOW HIGH ROOF 68' - 4" 4' - 3" G N 4/23/2019 1:25:08 PM P project name: S:\1-S+P-Projects\2-EDUCATION\UVM\Music Building Addition-Renovations\Drwgs\REVIT\UVM MUSIC CENTER_DD.rvt A6.4 scale: project no checked by: drawn by: proj date: sheet date: No Date project address: 384 SOUTH PROSPECT ST BURLINGTON, VT 05401 UVM: RECITAL HALL EXPANSION AND RENOVATION N.1 3/16" = 1'-0" 17-1206 TMS AS 04/23/2019 Revisions ROOF PLAN 3/16" = 1'-0" sheet title: ROOF PLAN sheet no ISSUED FOR ZONING PERMIT 04/23/2019 A2.3 HVAC Screen Exterior Finish (2) • Equitone Fiber Cement Panels • Furring • 3" Rigid Insulation • V.B • 5/8 GWB Sheathing A.1 B.1 A.2 THIRD FLOOR 15' - 4" 298.1 New Overhead Door 9' - 0" 299.1 299.3 8' - 0" 1' - 0" ADDITION ROOF 14' - 7" New Storefront Entry SECOND FLOOR 1' - 23/32" STAGE LEVEL 0' - 0" PIT -2' - 10" scale: project no checked by: drawn by: proj date: sheet date: No Date project address: 384 SOUTH PROSPECT ST BURLINGTON, VT 05401 A.1 project name: 7' - 8" 6' - 6" A.1 11' - 9" 11' - 9" ADDITION FOUNDATION -6' - 0" A.1 4' - 3" 10' - 11 1/2" TOP OF STEEL 25' - 10" 4' - 1/2" Aluminum Windows UVM: RECITAL HALL EXPANSION AND RENOVATION HI ROOF PARAPET 37' - 10" MEZZ PARAPET 35' - 0" 1/8" = 1'-0" 17-1206 TS AS 04/23/2019 02/06/2019 Revisions sheet title: NORTH ELEVATION 1/8" = 1'-0" ELEVATIONS sheet no ISSUED FOR ZONING PERMIT 04/23/2019 P.802.879.5153 F 802.872.2764 SCOTTPARTNERS.COM 26' - 11 1/2" 16' - 0" STAGE LEVEL 0' - 0" PIT -2' - 10" EAST ELEVATION 1/8" = 1'-0" 26' - 11 1/2" S:\1-S+P-Projects\2-EDUCATION\UVM\Music Building Addition-Renovations\Drwgs\REVIT\UVM MUSIC CENTER_DD.rvt A THIRD FLOOR 15' - 4" CARMICHAEL ST ESSEX JUNCTION, VT 05452 2' - 6" 5' - 1/2" A Aluminum Storefront with Insulated Glazing 4/23/2019 1:25:22 PM Fiber Cement Panel Fascia 4' - 3" B C.1 1' - 5" 295.4 EXISTING LOW ROOF 25' - 4" 11' - 9" C 14' - 7" 18' - 10" 4' - 3" 6' - 6" 4' - 1/2" TOP OF STEEL 25' - 10" 10' - 11 1/2" Exterior Finish (1) • Vertical Boral Siding • Furring • 3" Rigid Insulation • V.B • 5/8 GWB Sheathing A4.0 HI ROOF DBL T 35' - 10" EXISTING LOW ROOF 25' - 4" 22' - 6" THIRD FLOOR 15' - 4" ADDITION ROOF 14' - 7" 16' - 0" 11' - 9" 4' - 3" 6' - 6" TOP OF STEEL 25' - 10" STAGE LEVEL 0' - 0" PIT -2' - 10" CARMICHAEL ST ESSEX JUNCTION, VT 05452 ADDITION FOUNDATION -6' - 0" SOUTH ELEVATION 1/8" = 1'-0" P.802.879.5153 F 802.872.2764 SCOTTPARTNERS.COM SECOND FLOOR 1' - 23/32" HI ROOF DBL T 35' - 10" project name: 9' - 0" ADDITION ROOF 14' - 7" SECOND FLOOR 1' - 23/32" ADDITION FOUNDATION -6' - 0" STAGE LEVEL 0' - 0" PIT -2' - 10" scale: project no checked by: drawn by: proj date: sheet date: WEST ELEVATION 1/8" = 1'-0" No Date project address: 384 SOUTH PROSPECT ST BURLINGTON, VT 05401 10' - 11 1/2" 11' - 9" 16' - 0" 4' - 3" 26' - 11 1/2" S:\1-S+P-Projects\2-EDUCATION\UVM\Music Building Addition-Renovations\Drwgs\REVIT\UVM MUSIC CENTER_DD.rvt 4/23/2019 1:25:25 PM THIRD FLOOR 15' - 4" UVM: RECITAL HALL EXPANSION AND RENOVATION EXISTING LOW ROOF 25' - 4" TOP OF STEEL 25' - 10" 1/8" = 1'-0" 17-1206 TMS AS 04/23/2019 Revisions sheet title: ELEVATIONS sheet no ISSUED FOR ZONING PERMIT 04/23/2019 A4.1 F.4 H K HI ROOF PARAPET 37' - 10" 4/23/2019 1:25:29 PM THIRD FLOOR 15' - 4" Sim 1' - 11 1/2" A6.1 A6.0 PIANO A222 project name: HALL A299 scale: project no checked by: drawn by: proj date: sheet date: STAGE LEVEL 0' - 0" PIT -2' - 10" No Date project address: 384 SOUTH PROSPECT ST BURLINGTON, VT 05401 329.1 UVM: RECITAL HALL EXPANSION AND RENOVATION HALL A399 8' - 6" PRACTICE ROOM #2 A326 11' - 6" S:\1-S+P-Projects\2-EDUCATION\UVM\Music Building Addition-Renovations\Drwgs\REVIT\UVM MUSIC CENTER_DD.rvt A6.0 8' - 10 1/2" L ROOF PARAPET 26' - 1/2" 1/4" = 1'-0" 17-1206 TMS AS 04/23/2019 Revisions sheet title: NORTH SOUTH SECTION P.802.879.5153 F 802.872.2764 SCOTTPARTNERS.COM F CARMICHAEL ST ESSEX JUNCTION, VT 05452 E NORTH SOUTH SECTION 1/4" = 1'-0" sheet no ISSUED FOR ZONING PERMIT 04/23/2019 A5.0 1.3 1.2 1 A6.3 399.1 3' - 10" THIRD FLOOR 15' - 4" P.802.879.5153 F 802.872.2764 SCOTTPARTNERS.COM CARMICHAEL ST ESSEX JUNCTION, VT 05452 HI ROOF PARAPET 37' - 10" 4/23/2019 1:25:32 PM Sim 295.1 STAGE LEVEL 0' - 0" PIT -2' - 10" scale: project no checked by: drawn by: proj date: sheet date: EAST WEST SECTION 1/4" = 1'-0" No Date project address: 384 SOUTH PROSPECT ST BURLINGTON, VT 05401 299.10 A6.0 UVM: RECITAL HALL EXPANSION AND RENOVATION RECITAL HALL A200 3549 SF GREEN ROOM A221 project name: S:\1-S+P-Projects\2-EDUCATION\UVM\Music Building Addition-Renovations\Drwgs\REVIT\UVM MUSIC CENTER_DD.rvt 298.2 MECH CLOSET A217 99 SF 11' - 6" ADA VESTIBULE A295 307 SF 1/4" = 1'-0" 17-1206 TMS AS 04/23/2019 Revisions sheet title: EAST WEST SECTION sheet no ISSUED FOR ZONING PERMIT 04/23/2019 A5.1 4/23/2019 1:28:14 PM LOOKING SOUTHEAST ISSUED FOR ZONING PERMIT 04/23/2019 scale: project no checked by: drawn by: proj date: sheet date: No Date project address: 384 SOUTH PROSPECT ST BURLINGTON, VT 05401 UVM: RECITAL HALL EXPANSION AND RENOVATION project name: S:\1-S+P-Projects\2-EDUCATION\UVM\Music Building Addition-Renovations\Drwgs\REVIT\UVM MUSIC CENTER_DD.rvt Revisions sheet title: EXTERIOR PERSPECTIVE VIEWS sheet no A7.1 P.802.879.5153 F 802.872.2764 SCOTTPARTNERS.COM CARMICHAEL ST ESSEX JUNCTION, VT 05452 LOOKING NORTHWEST 17-1206 TMS AS 04/23/2019 ... Revisions sheet title: EAST WEST SECTION sheet no ISSUED FOR ZONING PERMIT 04/23/2019 A5.1 4/23/2019 1:28:14 PM LOOKING SOUTHEAST ISSUED FOR ZONING PERMIT 04/23/2019 scale: project no checked by: drawn... BURLINGTON, VT 05401 UVM: RECITAL HALL EXPANSION AND RENOVATION N.1 3/16" = 1'-0" 17-1206 TMS AS 04/23/2019 Revisions ROOF PLAN 3/16" = 1'-0" sheet title: ROOF PLAN sheet no ISSUED FOR ZONING PERMIT 04/23/2019... A6.0 UVM: RECITAL HALL EXPANSION AND RENOVATION RECITAL HALL A200 3549 SF GREEN ROOM A221 project name: S:1-S+P-Projects2-EDUCATION UVM Music Building Addition-RenovationsDrwgsREVIT UVM MUSIC