Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SP-22-057 - Supplemental - 0002 Baldwin Avenue (5)
TRANSMITTAL Vermont | Massachusetts www.doreandwhittier.com October 14, 2022 To:Marty Gillies City of South Burlington Planning & Zoning Dept. 180 Market Street South Burlington VT 05403 From:Rani Philip Project Name:SBSD Elementary School Building Assessments - ZEMs Project Number:21-0823 Copies Description / Comments 1 Memorandum dated 10/14/22 1 Application for Site Plan Review 1 Orchard School, 2022 Elementary School ZEMs – Zoning Plan Set dated 10/14/22 1 Orchard Elementary School, South Burlington ES Modulars – Progress set dated 10/14/22 1 List of Abutters Additional Remarks: HI Marty, Please see the enclosed Site Plan Application package for the South Burlington School District. Please let me know if you have any questions. Sent By: ☐ Messenger ☐ Overnight / Express ☐ Hand Delivered ☐ First Class Mail ☒ Other Sincerely, Rani Philip, Associate AIA, CDT, LEED AP Copy: SBSD, D&W, EV, File MEMORANDUM Vermont | Massachusetts www.doreandwhittier.com October 14, 2022 To: Marty Gillies, SB Planning and Zoning From: Rani Philip, Dore & Whittier Architects, Inc. Subject: South Burlington School District – Orchard School Site Plan Application Project Name: SBSD Elementary School Building Assessments - ZEMs Project Number: 21-0823 Dear Marty, Attached please find the Site Plan Application for the Orchard School Modular Project. Project Information: Owner of Record: South Burlington School District 577 Dorset Street, South Burlington VT 05403 Applicant: South Burlington School District 577 Dorset Street, South Burlington VT 05403 Property Abutters: See attached List of Abutters Design Team: Dore & Whittier Architects, Inc. 212 Battery Street, Burlington VT 05401 Engineering Ventures, PC 208 Flynn Ave, Ste 2A, Burlington VT 05401 Plans Enclosed: Orchard School, 2022 Elementary School ZEMs – Zoning Plan Set dated 10/14/22 Orchard Elementary School, South Burlington ES Modulars – Progress set dated 10/14/22 Project Description: The South Burlington Elementary Schools Modular Addition (the Project) includes the placement of four classrooms built from pre-fabricated building modules (i.e. “modular construction”) south of the existing Orchard School building located at 2 Baldwin Avenue. Also included is the construction of a connecting walkway to access the modular classrooms from the existing school, and associated site work. To the best of our knowledge, this submission complies with applicable review standards. p:\sbsd elementary school bldg assessments 21-0823\arch\admin\k - zem concept\permitting\orchard drb application\cover letter.docx Page 2 of 2 Enclosed in this submission are the following: • List of Abutters • Drawing set: Orchard School, 2022 Elementary School ZEMs – Zoning Plan Set dated 10/14/22 • Drawings Set: Orchard Elementary School, South Burlington ES Modulars – Progress set dated 10/14/22 Project Schedule: • Upon permitting approval and budget approval, this project will commence in Spring of 2023 with an estimated 3-month construction duration. • Phasing is to be determined. Site improvement cost is estimated at $120,000. We kindly request waivers for the following items: • Point-by-point lighting plan and cut sheets for all proposed outdoor lighting within the site: Cut sheets for building-mounted lights included. WAIVER REQUESTED for point-by-point lighting plan. • Detailed specifications and locations of planting, landscaping, screening, and/or buffering materials: WAIVER REQUESTED The new classrooms are intended to be temporary, to address an immediate need of the school district. Since the plan is to address the classroom needs in another way over the next 2-6 years, it does not make sense to install permanent landscape plantings or screenings. We are requesting a waiver from this requirement. If necessary, the waiver could be time-limited to 6 years. • A list of existing vegetation: We have identified tree line and independent trees, but do not yet have a full list of trees 6” or larger. We will collect this information and provide it prior to the hearing. • A written plan to preserve and protect significant existing vegetation during and after construction: We will collect this information and provide it prior to the hearing. • Detailed landscaping plan, specification of materials, costs, and phasing plan. Including vegetation to remain, types of new plant materials by height and/or diameter at time of planting,,,,: WAIVER REQUESTED Given the temporary nature of this project, no permanent landscaping is proposed. • Solar ready roof analysis report: WAIVER REQUESTED Given the temporary nature of this project, a solar ready roof analysis has not been conducted. Sincerely, Rani Philip, Associate AIA, CDT, LEED AP Abutters List for 2 Balwin Ave, South Burlington, VT 05403 Map ID Street #Street Name Owner Name Owner address 1540-01080 1080 SHELBURNE RD 1080 SHELBURNE ROAD LLC 34 HUTCHERSON DR UNIT 1 GORHAM, 04038 1540-01048 1048 SHELBURNE RD SHEARER SDMWN ASSOCIATES LLC 1675 SHELBURNE RD S BURLINGTON, VT 05403 1540-01030 1030 SHELBURNE RD SHEARER SDMWN ASSOCIATES LLC 1030 SHELBURNE RD S BURLINGTON, 05403 1540-01016 1016 SHELBURNE RD KUNAL LLC 138 NORTH MAIN STREET RUTLAND, 05701 1540-01000 1000 SHELBURNE RD NEW ENGLAND FED CREDIT UNION PO BOX 527 WILLISTON, 05495 1010-11-13 11 LAUREL HILL DR PROVOST PAMELA J 14 VICTORY DR S BURLINGTON, VT 05403 1010-00017 17 LAUREL HILL DR RELATION WARREN 17 LAUREL HILL DR S BURLINGTON, VT 05403 1010-00021 21 LAUREL HILL DR ROBINSON AUDREY E 21 LAUREL HILL DR S BURLINGTON, VT 05403 1010-00025 25 LAUREL HILL DR WILCKE BURTON W JR & PATRICIA TRUST 25 LAUREL HILL DR S BURLINGTON, VT 05403 1010-00029 29 LAUREL HILL DR BROWNELL LAUREN 29 LAUREL HILL DR S BURLINGTON, VT 05403 1010-00033 33 LAUREL HILL DR PRESA TOMAS G 33 LAUREL HILL DR S BURLINGTON, VT 05403 1010-00037 37 LAUREL HILL DR HENDERER MAUREEN D 37 LAUREL HILL DR S BURLINGTON, VT 05403 1010-00039 39 LAUREL HILL DR WINNER JEFFREY 39 LAUREL HILL DR S BURLINGTON, VT 05403 1010-00045 45 LAUREL HILL DR LIANG CHYI-LYI 205 MCADOO AVE APT 3J GREENSBORO, NC 27406 1710-00029 29 TANGLEWOOD DR GATES OF EDEN LLC P O BOX 721 BURLINGTON, VT 05402 1710-00025 25 TANGLEWOOD DR PALMER JOSHUA & JULIET 25 TANGLEWOOD DR S BURLINGTON, VT 05403 1710-00021 21 TANGLEWOOD DR OKUN KAREN E 21 TANGLEWOOD DR. S BURLINGTON, VT 05403 1710-00017 17 TANGLEWOOD DR PELLETIER LEE A 17 TANGLEWOOD DR S BURLINGTON, VT 05403 Page 1 of 2 Abutters List for 2 Balwin Ave, South Burlington, VT 05403 Map ID Street #Street Name Owner Name Owner address 1710-00015 15 TANGLEWOOD DR JARVIS JEFFREY J & ROBERTA F 15 TANGLEWOOD DR S BURLINGTON, VT 05403 1710-00009 9 TANGLEWOOD DR BLANCHARD CLAIRE LIFE ESTATE 9 TANGLEWOOD DR S BURLINGTON, VT 05403 1710-00005 5 TANGLEWOOD DR COSTANDI JOSEPH 5 TANGLEWOOD DR S BURLINGTON, VT 05403 1710-00001 1 TANGLEWOOD DR ROELOFFS RACHEL 1 TANGLEWOOD DR S BURLINGTON, VT 05403 0100-00042 42 BALDWIN AVE ETTOUZAR HASSANIA 42 BALDWIN AVE S BURLINGTON, VT 05403 0100-00040 40 BALDWIN AVE BAKER CORINNE K 40 BALDWIN AVE S BURLINGTON, VT 05403 0100-00038 38 BALDWIN AVE JOHNSON JAMES P IV & LISA P 38 BALDWIN AVE S BURLINGTON, VT 05403 0100-00036 36 BALDWIN AVE BRAKELEY JAMES M & BRIANNE M 36 BALDWIN AVE S BURLINGTON, VT 05403 0100-00034 34 BALDWIN AVE CARNEY KEVIN M & NANCY O 34 BALDWIN AVE S BURLINGTON, VT 05403 0100-00032 32 BALDWIN AVE JOHNSON ALEXANDRA C & GRACE I 32 BALDWIN AVE S BURLINGTON, VT 05403 0100-00030 30 BALDWIN AVE MOULTON RACHEL M 30 BALDWIN AVE S BURLINGTON, VT 05403 0100-00028 28 BALDWIN AVE ROSSI ERNEST F 802 BEEBE LN WILLISTION, VT 05495 0100-00026 26 BALDWIN AVE MURPHY KYLE A 26 BALDWIN AVE S BURLINGTON, VT 05403 0100-00024 24 BALDWIN AVE STOWE HAROLD W & JUNE C 24 BALDWIN AVE S BURLINGTON, VT 05403 0100-00022 22 BALDWIN AVE LECLAIRE PETER 22 BALDWIN AVE S BURLINGTON, VT 05403 0100-00020 20 BALDWIN AVE PROVOST GARY M & DIANE M 20 BALDWIN AVE S BURLINGTON, VT 05403 Page 2 of 2 LEGEND ZONING CHART CONSULTANTS SHEET LIST Sheet Title: Project Title: EV Project #S:\PROJECTS\0-2022\22437 SB ELEM SCHOOLS- TEMP CLASSROOMS\DWG\SHEET FILES\22437 C0.0 COVER SHEET.DWGPLOTTED: 10/14/2022 1:47 PMDate: Scale: Drawn By: Checked By: 208 Flynn Avenue, Suite 2A, Burlington, VT 05401 s 802-863-6225 85 Mechanic Street, Suite E2-3, Lebanon, NH 03766 s 603-442-9333 414 Union Street, Schenectady, NY 12305 s 518-630-9614 www.engineeringventures.com Figure:22437 2022 ELEMENTARY SCHOOL ZEMs SOUTH BURLINGTON SCHOOL DISTRICT 550 DORSET STREET SOUTH BURLINGTON, VT 05403 ENGINEERING VENTURESPC JG 2022-10-14 ORCHARD SCHOOL COVER SHEET C0.0PB LOCATION MAP ZONING MAP 218218 21 9220 220220218218218 218218219220OHE(E)(E)(E)(E) (SD)(SD)(SD)(SD)(SD)(SD)(SD)(S)(S)(S)Sheet Title:Project Title:EV Project #S:\PROJECTS\0-2022\22437 SB ELEM SCHOOLS- TEMP CLASSROOMS\DWG\SHEET FILES\22437 C0.1 EXISTING CONDITIONS PLAN.DWG PLOTTED: 10/14/2022 11:39 AM Date:Scale:Drawn By:Checked By:208 Flynn Avenue, Suite 2A, Burlington, VT 05401 s 802-863-622585 Mechanic Street, Suite E2-3, Lebanon, NH 03766 s 603-442-9333414 Union Street, Schenectady, NY 12305 s 518-630-9614www.engineeringventures.comFigure:224372022 ELEMENTARY SCHOOL ZEMsSOUTH BURLINGTONSCHOOL DISTRICT550 DORSET STREETSOUTH BURLINGTON, VT05403ENGINEERINGVENTURESPCJG1"=30'2022-10-14ORCHARD SCHOOL EXISTINGCONDITIONS PLANC1.0PBSURVEY NOTESSURVEY NOTESDEMOLITION NOTES 218218 21 9220 220220218218 218218218219220OHE(E)(E)(E)(E)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(S)(S)(S)Sheet Title:Project Title:EV Project #S:\PROJECTS\0-2022\22437 SB ELEM SCHOOLS- TEMP CLASSROOMS\DWG\SHEET FILES\22437 C1.0 SITE PLANS.DWG PLOTTED: 10/14/2022 2:04 PM Date:Scale:Drawn By:Checked By:208 Flynn Avenue, Suite 2A, Burlington, VT 05401 s 802-863-622585 Mechanic Street, Suite E2-3, Lebanon, NH 03766 s 603-442-9333414 Union Street, Schenectady, NY 12305 s 518-630-9614www.engineeringventures.comFigure:224372022 ELEMENTARY SCHOOL ZEMsSOUTH BURLINGTONSCHOOL DISTRICT550 DORSET STREETSOUTH BURLINGTON, VT05403ENGINEERINGVENTURESPCJG1"=30'2022-10-14ORCHARD SCHOOL SITE PLANC2.0PBSITE SCHEDULE Sheet Title:Project Title:EV Project #S:\PROJECTS\0-2022\22437 SB ELEM SCHOOLS- TEMP CLASSROOMS\DWG\SHEET FILES\22437 C2.0 EPSC PLAN.DWG PLOTTED: 10/14/2022 2:10 PM Date:Scale:Drawn By:Checked By:208 Flynn Avenue, Suite 2A, Burlington, VT 05401 s 802-863-622585 Mechanic Street, Suite E2-3, Lebanon, NH 03766 s 603-442-9333414 Union Street, Schenectady, NY 12305 s 518-630-9614www.engineeringventures.comFigure:224372022 ELEMENTARY SCHOOL ZEMsSOUTH BURLINGTONSCHOOL DISTRICT550 DORSET STREETSOUTH BURLINGTON, VT05403ENGINEERINGVENTURESPCJG1"=30'2022-10-14ORCHARD SCHOOL EPSC PLANC2.1PBEROSION CONTROL LEGEND OWNER SOUTH BURLINGTON SCHOOL DISTRICT 550 DORSET STREET SOUTH BURLINGTON, VT 05403 VIOLET NICHOLS; INTERIM SUPERINTENDENT P: 802.652.7000 DORE & WHITTIER ARCHITECTS, INC. 260 MERRIMAC STREET BUILDING 7, 2nd FLOOR NEWBURYPORT, MA 01950 P: 978.499.2999 F: 978.499.2944 212 BATTERY STREET BURLINGTON, VT 05401 P: 802.863.1428 F: 802.863.6955 CIVIL + SITE ENGINEERING VENTURES 208 FLYNN AVE BURLINGTON, VT 05401 P: 802.863.6225 HVAC + ELECTRICAL CONSULTANT L.N. CONSULTING, INC. 208 FLYNN AVE #2J BURLINGTON, VT 05401 P: 802.655.1753 STRUCTURAL CONSULTANT ENGINEERING VENTURES 208 FLYNN AVE BURLINGTON, VT 05401 P: 802.863.6225 TELECOMM PLUMBING CONSULTANT L.N. CONSULTING, INC. 208 FLYNN AVE #2J BURLINGTON, VT 05401 P: 802.655.1753 ARCHITECT L.N. CONSULTING, INC. 208 FLYNN AVE #2J BURLINGTON, VT 05401 P: 802.655.1753 LOCATION MAP: ORCHARD SCHOOL SOUTH BURLINGTON ES MODULARS ORCHARD ELEMENTARY SCHOOL 10.14.22 D&W PROJECT # 21-0823 PROGRESS SET SHEET NUMBER SHEET NAME ARCHITECTURAL G.0 COVER GENERAL AG.1 ABBREVIATIONS, GENERAL NOTES AG.2 WALL TYPES, TYPICAL DETAILS, PARTITION NOTES ARCHITECTURAL A1.1 ORCHARD OVERALL & DEMO PLAN A1.2 ORCHARD FLOOR PLAN & RCP A1.3 ORCHARD ROOF PLAN A1.4 ORCHARD EXTERIOR ELEVATIONS, SECTIONS A1.5 ORCHARD FINISH PLAN, FINISH SCHEDULE, DOORS MATERIALS LEGEND EARTH FILL CONCRETE PRE-CAST CONCRETE CONCRETE MASONRY UNITS BRICK SAND GRANULAR FILL / MORTAR STEEL GYPSUM WALL BOARD PLASTER/LATH PLYWOOD PLASTIC LAMINATE (ON PLYWOOD) WOOD BLOCKING CONTINUOUS (NOM. DIM.)2 6 WOOD SHIMS SPACED BLOCKING SEMI-RIGID BATT INSULATION RIGID INSULATION BATT INSULATION FINISHED HARDWOOD ACOUSTIC CEILING PANEL CERAMIC / QUARRY TILE RESIN BASED SOLID MATERIAL CARPET SHEET METAL FLUID APPLIED OR SHEET MEMBRANE MATERIAL REINFORCING BARS STONE, GRAVEL SPRAY FOAM INSULATION CEMENT -FIBER REINFORCING -WWF STONE/GRANITE/MARBLE GLASS DATUM POINT NEW CONSTRUCTION GRID BUBBLE CENTER LINE ITEMS BELOW CUT LINE -HIDDEN ITEMS ABOVE CUT LINE -OVERHEAD ROOM NAME ROOM NUMBER DOOR NUMBER WINDOW TAG BORROWED LIGHT TAG WALL TYPE TAG BUILDING SECTION CALLOUT DETAIL CALLOUT REVISION TAG REVISED CONTENT A9.10 1 2 3 4 MULTIPLE ELEVATION CALLOUT ELEVATION CALLOUT SYMBOLS LEGEND EXISTING CONSTRUCTION GRID BUBBLE CURTAIN WALL TAG STOREFRONT TAG INDICATES PARTIAL HEIGHT OF WALL IN INCHES INDICATES ANY RATING OF WALL 0 0 200A-A ROOM NAME 100 W4 BL3 CW1 SF1 1 A101 1 1 1 1 A101 1 1 A101 X1.11 96 1WALL TYPE -SEE AG0.02 FOR TYPES GENERAL NOTES 1. ABBREVIATIONS ON THIS SHEET APPLY TO ARCHITECTURAL DRAWINGS ONLY. THE LIST OF ABBREVIATIONS IS COMPREHENSIVE AND NOT RESTRICTED TO THOSE USED FOR THIS PROJECT –NOT ALL ABBREVIATIONS WILL BE FOUND WITHIN THE DRAWINGS. 2. LEGEND SYMBOLS ON THIS SHEET APPLY TO ARCHITECTURAL DRAWINGS ONLY. THE SYMBOLS LEGEND IS COMPREHENSIVE AND NOT RESTRICTED TO THOSE USED FOR THIS PROJECT –NOT ALL SYMBOLS WILL BE FOUND WITHIN THE DRAWINGS. 3. REPRESENTATION OF MATERIALS PATTERNS IN DRAWINGS AND DETAILS MAY BE AT A DIFFERENT APPARENT SCALE THAN THE THOSE SHOWN ON THE MATERIALS LEGEND ON THIS SHEET. 4. CONTRACTORS REQUIRING SLEEVES, BOX-OUTS, CORED HOLES, ETC. IN FLOORS AND WALLS TO FACILITATE THE INSTALLATION OF THEIR WORK SHALL FULLY COORDINATE THE LOCATION AND REQUIREMENTS WITH THE CM/GC AND ALL PERTINENT AND RELATED TRADES. 5. THE CONTRACTOR REQUIRING SLEEVES OR BOX-OUTS SHALL PROVIDE THOSE DEVICES TO THE APPROPRIATE TRADE FOR INSTALLATION. 6. THE CONTRACTORS FOR DIVISION 21, 22, 23, 26, 27. AND 28 WORK SHALL FULLY COORDINATE THE LOCATION AND INSTALLATION OF EQUIPMENT, PIPING, SUPPORTS, HOUSEKEEPING CURBS, DRAINS, DUCTWORK, ETC. TO PROVIDE A COMPLETE AND OPERATIONAL BUILDING. THE DRAWINGS DO NOT DEPICT THE INSTALLATION OF SUCH ITEMS WITH EXACT LOCATION; THEREFORE THE CONTRACTORS SHALL PERFORM THIS COORDINATION, AND THE OWNER WILL NOT CONSIDER ANY ADDITIONAL COSTS RELATED TO THE FIELD CONFLICTS RESULTING FROM FAILURE OF THE CONTRACTORS TO COORDINATE THEIR WORK. 7. CONTRACTORS REQUIRING ACCESS DOORS AND CLEANOUTS IN THE FINISHED SPACES SHALL PROVIDE DEVICES AND COORDINATE THE LOCATION WITH ALL AFFECTED TRADES. ACCESS DOORS IN FINISHED CEILINGS AND WALLS SHALL BE DOCUMENTED IN DETAIL ON COORDINATION DRAWINGS AND SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO PLACEMENT. 8. ALL CONTRACTORS PROVIDING “BUILT-IN”ITEMS,(INCLUDING BUT NOT LIMITED TO EQUIPMENT, CASEWORK, MILLWORK, WINDOWS, STOREFRONT AND CURTAIN WALL ASSEMBLIES, DOORS, FIELD INSTALLED GLAZING) SHALL FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE THERMAL AND ACOUSTICAL REQUIREMENTS OF THE FLOOR AND ROOF CONSTRUCTION, WALLS AND PARTITIONS BY INSTALLING PROPER SEALS AND CLOSURES AT THE PERIMETER OF ALL OPENINGS. 10. LOCATION OF ALL FLOOR DRAINS AND TRENCH DRAINS MUST BE COORDINATED WITH EQUIPMENT LAYOUTS AND RELATED TRADES. 11. AT ALL EXPOSED CONCRETE WALLS PROVIDE 3/4" x 3/4" CHAMFER AT OUTSIDE CORNERS (HORIZONTAL AND VERTICAL), UNLESS NOTED OTHERWISE. 12. WALL VR/AIB SHALL BE CONTINUOUS AND SHALL BE SEALED AT ALL EDGES OF WALL AND PENETRATIONS. REFER TO SPECIFIC DETAILS FOR TERMINATIONS AT WINDOWS, DOORS, CURTAIN WALL, TOP AND BOTTOM OF WALL, ETC. REFER TO SPECIFICATIONS AND MANUFACTURER RECOMMENDATIONS FOR ITEMS NOT SPECIFICALLY DETAILED. 13. ALL STUD PARTITIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE NOTED ABBREVIATIONS A ABV ABOVE AFF ABOVE FINISH FLOOR AFG ABOVE FINISHED GRADE AFS ABOVE FINISHED SLAB ASC ABOVE SUSPENDED CEILING ACS ACCESS(ORY) ACS FLR ACCESSIBLE FLOOR ACS PNL ACCESS PANEL ACST ACOUSTICAL ACP ACOUSTICAL CEILING PANEL ACPL ACOUSTICAL PLASTER ACT ACOUSTIC CEILING TILE AWD ACOUSTIC CEMENTITIOUS WOOD FIBER PANELS AWP ACOUSTIC WALL PANEL ADDM ADDENDUM ADDN ADDITION ADH ADHESIVE ADJ ADJACENT ADJT ADJUSTABLE AGGR AGGREGATE AIB AIR INFILTRATION BARRIER A/C AIR CONDITIONING ALT ALTERNATE ALUM ALUMINUM ADA AMERICANS WITH DISABILITIES ACT AB ANCHOR BOLT AHR ANCHOR, ANCHORAGE ANOD ANODIZED APPROX APPROXIMATE ARCH ARCHITECT(URAL) AD AREA DRAIN ASB ASBESTOS ASPH ASPHALT ACCMP ASPHALT COATED CORRUGATED METAL PIPE AV AUDIOVISUAL AUTO AUTOMATIC AED AUTOMATIC EXTERNAL DEFIBRILATOR B BR BACKER ROD BAR BARRIER BB BASEBOARD BSMT BASEMENT BRG BEARING BRG PL BEARING PLATE BJT BED JOINT BM BENCHMARK BTWN BETWEEN BEV BEVELED BITUM BITUMINOUS BLK BLOCK BLKG BLOCKING BLU BLUE STONE BD BOARD BLT BORROWED LITE BS BOTH SIDES BW BOTH WAYS BOT BOTTOM B/O BOTTOM OF BOD BOTTOM OF DECK BOS BOTTOM OF STEEL BRK BRICK BRZ BRONZE BLDG BUILDING BN BULLNOSE C (CONT.) CLR CLEAR (ANCE) CLO CLOSET CLOS CLOSURE CFMF COLD FORMED METAL FRAMING COL COLUMN COMB COMBINATION PTDWR COMBINATION PAPER TOWEL DISPENSER / WASTE RECEPTACLE MBH COMBINATION UTILITY SHELF / MOP AND BROOM HOLDER COMBST COMBUSTIBLE (COMBUSTION) COMPT COMPARTMENT CMPST COMPOSITION (COMPOSITE) CPRS COMPRESS (ED), (ION), (IBLE) CMPTR COMPUTER CONC CONCRETE CUVM CONCRETE UNIT VENEER MASONRY CMU CONCRETE MASONRY UNIT CONF CONFERENCE CONN CONNECTION CONSTR CONSTRUCTION CM CONSTRUCTION MANAGER CONT CONTINUOUS OR CONTINUE CONTR CONTRACT (OR) CF CONTRACTOR FURNISHED CF/CI CONTRACTOR FURNISHED / CONTRACTOR INSTALLED CF/OI CONTRACTOR FURNISHED / OWNER INSTALLED CLL CONTRACT LIMIT LINE CJ CONTROL JOINT CVTR CONVECTOR CU COPPER CG CORNER GUARD CORR CORRIDOR CRG CORRUGATED CMP CORRUGATED METAL PIPE CNTR COUNTER CFLG COUNTERFLASHING CTSK COUNTERSUNK SCREW CSK COUNTERSINK CRS COURSE (S) COV COVER CRG CROSS GRAIN CU FT CUBIC FOOT CW CURTAINWALL D DMPR DAMPER DMPF DAMPROOFING DL DEAD LOAD DFLCT DEFLECTION DEMO DEMOLISH, DEMOLITION DMT DEMOUNTABLE DEP DEPRESSED D DEPTH DET DETAIL DIAG DIAGONAL DIA DIAMETER DIM DIMENSION DW DISHWASHER DISP DISPENSER DIV DIVISION DR DOOR DR OPNGDOOR OPENING DH DOUBLE HUNG DBL ACT DOUBLE ACTING DTS DOVETAIL ANCHOR SLOT DN DOWN DS DOWNSPOUT DT DRAIN TILE DRB DRAINBOARD DWR DRAWER DWG DRAWING (S) DF DRINKING FOUNTAIN DWTR DUMBWAITER E EA EACH EF EACH FACE E EAST EOD EDGE OF DECK EOS EDGE OF SLAB ED EDUCATION ELEC ELECTRIC (AL) EWC ELECTRIC WATER COOLER EP ELECTRICAL PANEL EL ELEVATION ELEV ELEVATOR EMER EMERGENCY ESB ENCLOSED STEEL BEAM ENCL ENCLOSURE ENTR ENTRANCE EPX EPOXY FLOORING F FWC FABRIC WALL COVERING FAB FABRICATE (ION) FC BRK FACE BRICK F/O FACE OF FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOW FACE OF WALL F/F FACE TO FACE FM FACTORY MUTUAL FCU FAN COIL UNIT FSTN FASTEN FSTNR FASTENER FN FENCE FC FIBER CEMENT FRP FIBER REINFORCED PLASTIC FBD FIBERBOARD FGL FIBERGLASS FRP FIBERGLASS REINFORCED PLASTIC, FIBER REINFORCED POLYESTER FIN FINISH (ED) FF EL FINISHED FLOOR ELEVATION FFL FINISH FLOOR LINE FTR FINNED TUBE RADIATION FA FIRE ALARM, FRESH AIR FAP FIRE ANNUNCIATOR PANEL F BRK FIRE BRICK FE FIRE EXTINGUISHER FE-K FIRE EXTINGUISHER, CLASS K WET CHEMICAL FE&C FIRE EXTINGUISHER AND CABINET FE&RC FIRE EXTINGUISHER AND RATED CABINET FHC FIRE HOSE CABINET FHS FIRE HOSE STATION FPL FIREPLACE FP FIRE PROOF (ING) FPC FIRE PROTECTION SYSTEM CONTRACTOR FR FIRE RATED (ING), FRAME (D), (ING) FRC FIRE RESISTANT COATING FRJS FIRE RESISTIVE JOINT SEALANT FRT FIRE RETARDANT TREATED FRTW FIRE RETARDANT TREATED WOOD FIXT FIXTURE FLMB FLAMMABLE FLASH FLASHING FHMS FLATHEAD MACHINE SCREW FHWS FLATHEAD WOOD SCREW FLEX FLEXIBLE FKFL FLOCKED FLOORING FLR FLOOR (ING) FCO FLOOR CLEANOUT FD FLOOR DRAIN FLOUR FLUORESCENT FSS FOLDING SHOWER SEAT FT FOOT, FEET FTG FOOTING FRG FORGED FDTN FOUNDATION FR FRAME (D), (ING), FIRE RATED (ING) FA FRESH AIR, FIRE ALARM FS FULL SIZE FURN FURNISHED, FURNITURE FURN FURRED (ING) FUT FUTURE G GA GAGE, GAUGE GALV GALVANIZED GI GALVANIZED IRON GIP GALVANIZED IRON PIPE GKT GASKET (ED) GC GENERAL CONTRACT (OR) GL BLK GLASS BLOCK GLF GLASS FIBER H HD HAND DRYER (HAIR DRYER) HC HOLLOW CORE HDBD HARDBOARD H&S HARDENER AND SEALER HDW HARDWARE HDWD HARDWOOD HD JT HEAD JOINT HDR HEADER HGLR HEAT, GLARE, LIGHT REDUCING GLASS HTG HEATING HVAC HEATING/VENTILATION/AIR CONDITIONING HT HEIGHT HEX HEXAGONAL H HIGH HES HIGH EARLY-STRENGTH CEMENT HS HIGH SCHOOL HDC HOLD DOWN CLIPS HLD HOLDERS HC HOLLOW CORE, HANDICAPPED HM HOLLOW METAL HORIZ HORIZONTAL HLB HORIZONTAL LOUVER BLINDS HB HOSE BIBB HR HOUR I IMPG IMPREGNATED INCIN INCINERATOR INCL INCLUDE (D), (ING) ID INSIDE DIAMETER / INSIDE DIMENSION ICS INSULATED COMPOSITE SIDING INSF INSULATED FILL IG INSULATED GLASS INSUL INSULATE (D), (ION) INT INTERIOR INTM INTERMEDIATE ISFP INTUMESCENT SPRAY-ON FIREPROOFING INV INVERT INV EL INVERT ELEVATION IPS IRON PIPE SIZE J JAN JANITOR JAN CLO JANITOR'S CLOSET JNT JOINT JNT BK JOINT BACKER J JOIST K KPL KICKPLATE KIT KITCHEN KO KNOCKOUT L LBL LABEL LAB LABORATORY LAD LADDER LB LAG BOLT LAM LAMINATE (D) TOILET TOILETATORY LH LEFT HAND L LENGTH LT LIGHT LT CTRL LIGHT CONTROL LTG LIGHTING LP LIGHTPROOF LT WT LIGHT WEIGHT LWC LIGHTWEIGHT CONCRETE LMST LIMESTONE LF LINEAR FEET LIN LINOLEUM LIN TILE LINOLEUM TILE LTL LINTEL LL LIVE LOAD LKR LOCKER LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LVR LOUVER LPT LOW POINT M MACH MACHINE MAG MAGNETIC MDH MAGNETIC DOOR HOLDER MH MANHOLE MFR MANUFACTURE (R) MRB MARBLE BASE MRT MARBLE THRESHOLD MRF MARBLE FLOOR MB MARKER BOARD MAS MASONRY MO MASONRY OPENING MATL MATERIAL (S) MAX MAXIMUM MECH MECHANICAL MC MEDICINE CABINET MED MEDIUM MDF MEDIUM DENSITY FIBERBOARD MDO MEDIUM DENSITY OVERLAY MBR MEMBER MEMB MEMBRANE MTL METAL MD METAL DECK MTFR METAL FURRING MTL PNL METAL PANEL MRD METAL ROOF DECK MT METAL THRESHOLD MWS METAL WINDOW SYSTEM m METER (S) MEZZ MEZZANINE MS MIDDLE SCHOOL mm MILLIMETER (S) MLWK MILLWORK MIN MINIMUM MIRR MIRROR MISC MISCELLANEOUS MOD MODULE MRG MOISTURE RESISTANT GYPSUM WALLBOARD MR MOISTURE RETARDANT MLDG MOLDING, MOULDING MOPR MOP HOLDER MTD MOUNTED MTG MOUNTING MVBL MOVABLE MULL MULLION MCWF MULTI COLOR WALL FINISH N NL NAILABLE NAT NATURAL NR NOISE REDUCTION NRC NOISE REDUCTION COEFFICIENT NOM NOMINAL NMT NONMETALLIC N NORTH NE NORTHEAST NW NORTHWEST NA NOT APPLICABLE NIC NOT IN CONTRACT NTS NOT TO SCALE NO NUMBER O OBS OBSCURE OFF OFFICE OC ON CENTER (S) OP OPAQUE OPNG OPENING OPP OPPOSITE OPH OPPOSITE HAND OSB ORIENTED STRAND BOARD OZ OUNCE OD OUTSIDE DIAMETER / OUTSIDE DIMENSIO OA OVERALL OVH OVERHEAD OH DR OVERHEAD DOOR OF/CI OWNER FURNISHED, CONTRACTOR INSTALLED OF/OI OWNER FURNISHED, OWNER INSTALLED P PT PAINT (ED), POINT PMTL PAINTED METAL PT STL PAINTED STEEL PR PAIR PNL PANEL PB PANIC BAR PTD PAPER TOWEL DISPENSER PTDWR (COMBINATION) PAPER TOWEL DISPENSER / WASTE RECEPTACLE PAR PARALLEL PRKG PARKING PBD PARTICLE BOARD PTN PARTITION P&M PATCH AND MATCH PV PAVE(D), (ING) Q QTY QUANTITY QT QUARRY TILE R RAB RABBET(ED) RAD RADIATOR R RADIUS RLG RAILING RWL RAIN WATER LEADER RBT REBATE RECD RECEIVED RECT RECTANGULAR REF REFERENCE RFL REFLECT (ED), (IVE), (OR) RCP REFLECTED CEILING PLAN REFG REFRIGERATOR REG REGISTER RENOV RENOVATION REQD REQUIRED RESIL RESILIENT RB RESILIENT BASE RAF RESILIENT ATHLETIC FLOORING RF RESILIENT FLOORING RET RETURN RA RETURN AIR RVS REVERSE (SIDE) REV REVISION (S), REVISED RH RIGHT HAND ROW RIGHT OF WAY R RISER RVT RIVET RB HK ROBE HOOK RD ROOF DRAIN RTU ROOF TOP UNIT RF ROOFING RM ROOM RO ROUGH OPENING RBR RUBBER RFL RUBBER FLOORING RTF RUBBER TILE FLOOR RBL RUBBLE STONE S SFGL SAFETY GLASS SND SANITARY NAPKIN DISPOSAL SNV SANITARY NAPKIN VENDOR SCHED SCHEDULE STEM SCIENCE, TECHNOLOGY, ENGINEERING, AND MATH STEAM SCIENCE, TECHNOLOGY, ENGINEERING, ARTS, AND MATH SCRN SCREEN SLNT SEALANT S&BR SEALANT AND BACKER ROD SLR SEALER SJT SEISMIC JOINT SJC SEISMIC JOINT COVER SHTHG SHEATHING SHT GL SHEET GLASS SHT LIN SHEET LINOLEUM SV SHEET VINYL SHV SHELF, SHELVING SHO SHORE, (D), (ING) T TB TACKBOARD TKS TACK STRIP TEL TELEPHONE TV TELEVISION TMPD TEMPERED TEMP HDBD TEMPERED HARDBOARD TERM TERMINAL TC TERRA COTTA TER TERRAZZO THK THICKNESS THRES THRESHOLD TRS TILE REDUCER STRIP TPD TOILET PAPER DISPENSER TPTN TOILET PARTITION TOL TOLERANCE T&G TONGUE AND GROOVE TOB TOP OF BEAM TO BRK TOP OF BRICK TO BRKS TOP OF BRICK SHELF TOW TOP OF CONCRETE WALL TOD TOP OF DECK TO FL TOP OF FLOOR TOF TOP OF FOOTING TO FDN TOP OF FOUNDATION TO SLAB TOP OF SLAB TO STL TOP OF STEEL TOW TOP OF WALL TWB TOWEL BAR XFMR TRANSFORMER TGS TRANSLUCENT GLAZING SYSTEM T TREAD TS TUBE STEEL TYP TYPICAL U UC UNDERCUT UNDLMT UNDERLAYMENT UOD UNDERSIDE OF DECK UL UNDERWRITERS LABORATORIES UNFIN UNFINISHED UV UNIT VENTILATOR UNO UNLESS NOTED OTHERWISE UR URINALV VR VAPOR RETARDER VR/AIB VAPOR RETARDER/ AIR INFILTRATION BARRIER VNR VENEER VIF VERIFY IN FIELD VRM VERMICULITE VERT VERTICAL VEST VESTIBULE VAT VINYL ASBESTOS TILE VB VINYL BASE VCT VINYL COMPOSITION TILE VWC VINYL WALL COVERING VIS PNL VISION PANEL VJ V-JOINT W WSCT WAINSCOT WOM WALK OFF MAT WH WALL HUNG WH WALL HYDRANT W/W WALL TO WALL WR WASTE RECEPTACLE, WATER REPELLENT WC WATER CLOSET WP WATERPROOFING, WORKING POINT WR WATER REPELLENT, WASTE RECEPTACLE WS WEATHERSTRIP, (ING) WWF WELDED WIRE FABRIC W WEST, WIDE, WIDTH WHB WHEEL BUMPER W WIDE, WIDTH, WEST WDW WINDOW WS WINDOW SHADE WGLWIRE GLASS WM WIRE MESH W/WITH W/O WITHOUT WD WOOD WB WOOD BASE WP WORKING POINT, WATER PROOFING WI WROUGHT IRON X XFMR TRANSFORMER C CAB CABINET CUH CABINET UNIT HEATER CPT CARPET (ED) CSMT CASEMENT C CONC CAST CONCRETE CIP CAST IN PLACE CI CAST IRON CS CAST STONE CSMU CAST STONE MASONRY UNIT CB CATCH BASIN CLG CEILING CLG HT CEILING HEIGHT CEM CEMENT C TO C CENTER TO CENTER CL CENTER LINE cm CENTIMETER (S) CER CERAMIC CT CERAMIC TILE CH BD CHALKBOARD CHFR CHAMFER CHGTB CHANGING TABLE CH CHEMICAL HARDENER CLD CHILD CIR CIRCLE CRCMF CIRCUMFERENCE CLRM CLASSROOM S (CONT.) SC SHOWER CURTAIN ROD & CURTAIN SGB SHOWER GRAB BAR SIM SIMILAR SIM OH SIMILAR / OPPOSITE HAND SPMR SINGLE PLY MEMBRANE ROOF SKLT SKYLIGHT SLV SLEEVE SD STORM DRAIN, SOAP DISPENSOR SC SOLID CORE SSM SOLID SURFACE MATERIAL STC SOUND TRANSMISSION COEFFICIENT S SOUTH SE SOUTHEAST SW SOUTHWEST SPKR SPEAKER SPCL SPECIAL SPEC SPECIFICATION (S) SFRM SPRAY-APPLIED FIRE-RESISTIVE MATERIAL SPKLR SPRINKLER SQ SQUARE SF SQUARE FEET SS STAINLESS STEEL CT-SS STAINLESS STEEL COUNTER TOP STD STANDARD SSR STANDING SEAM ROOFING SDF STATIC DISSIPATIVE FLOORING SDT STATIC DISSIPATIVE TILE STA STATION STL STEEL STOR STORAGE SD STORM DRAIN, SOAP DISH SCT STRUCTURAL CLAY TILE STRUCT STRUCTURE (AL) SUSP SUSPENDED SYMM SYMMETRY (ICAL) SYNTH SYNTHETIC SYS SYSTEM E (CONT.) CT-ER EPOXY RESIN COUNTERTOP EQ EQUAL EQUIP EQUIPMENT ESCAL ESCALATOR EST ESTIMATE ETC ET CETERA (AND SO FORTH) EXC EXCAVATE EXH EXHAUST EXIST EXISTING EXMP EXPANDED METAL PLATE EXPN EXPANSION EXP BT EXPANSION BOLT EJ EXPANSION JOINT EXP EXPOSED EXT EXTERIOR EFS EXTERIOR FINISH SYSTEM EIFS EXTERIOR INSULATION FINISH SYSTEM EXS EXTRA STRONG G (CONT.) GFRP GLASS FIBER REINFORCED PLASTIC GL GLASS GLAZING GLT GLASS WALL TILE GLZ CMUGLAZED CONCRETE MASONRY UNITS GST GLAZED STRUCTURAL TILE GB GRAB BAR GRADE GRADE, GRADING GRAN GRANITE GCB GROUND FACE CONCRETE BLOCK GT GROUT GUT GUTTER GYM GYMNASIUM GYP GYPSUM GPL GYPSUM LATH GYP PLASGYPSUM PLASTER GPT GYPSUM TILE GYP BD GYPSUM BOARD P (CONT.) PERF PERFORATE (D) PERIM PERIMETER PERM PERMANENT PERP PERPENDICULAR PE PHYSICAL EDUCATION PLAS PLASTER PLAM PLASTIC LAMINATE CT-PL PLASTIC LAMINATE COUNTER TOP PL PLATE PL GL PLATE GLASS PLBG PLUMBING PLYWD PLYWOOD PT POINT, PAINT (ED) PISO POLYISOCYANURATE PVC POLYVINYL CHLORIDE PCF POUNDS PER CUBIC FOOT PLF POUNDS PER LINEAR FOOT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PAF POWDER ACTUATED FASTENER PCC PRECAST CONCRETE PREFAB PREFABRICATED PREFIN PREFINISHED PMF PREFINISHED METAL FASCIA PREFMD PREFORMED PMS PREFORMED METAL SIDING PRE-K PRE-KINDERGARTEN PPT PRESSURE PRESERVATIVE TREATED PSC PRESTRESSED CONCRETE PROJ PROJECT, PROJECTION PL PROPERTY LINE TRUE NORTH PROJECT NORTH N 4'0 8' 16' GRAPHIC SCALESCALE: 1/8"=1'-0" PROJECT NUMBER: B D F H K M P R T V X 13579111315171921232527 COPYRIGHT ©2020 by Dore & Whittier Architects, Inc. (D+W). These documents are D+W's instruments of service and as such, D+W retains all copyrights, common law, and statutory rights. Use of these documents without D+W's express written permission will result in copyright infringement. 2468101214161820222426 135791113151719212325272468101214161820222426 A C E G J L N Q S U W B D F H K M P R T V X A C E G J L N Q S U W MASSACHUSETTS 260 MERRIMAC STREET BUILDING 7, 2ND FLOOR NEWBURYPORT, MA 01950 P: (802) 863-1428 P: (978) 499-2999 VERMONT 212 BATTERY STREET BURLINGTON, VT 05401 SEAL AND SIGNATURE: REVISIONS: ISSUE TITLE AND DATE: KEY PLAN ORIENTATION AND SCALE: SHEET TITLE: SHEET NUMBER:10/14/2022 12:25:10 PMAutodesk Docs://South Burlington Elementary School Study/ARCH - 823 - SB Orchard Elementary School.rvt21-0823 10.14.22 ABBREVIATIONS, GENERAL NOTES AG.1 PROGRESS SET SOUTH BURLINGTON ES MODULARS ORCHARD ELEMENTARY SCHOOL NO. DATE TITLE GYPSUM WALL BOARD SCHEDULE 1.WHERE METAL STUD AND GYPSUM WALL BOARD PARTITIONS ARE INDICATED ON THE DRAWINGS USE THE FOLLOWING TABLE IN CONJUNCTION WITH THE ROOM FINISH SCHEDULE TO DETERMINE THE TYPE OF GYPSUM WALL BOARD REQUIRED GYP BD1 ABUSE RESISTANCE/ ENHANCED CORE USE ON ALL INTERIOR WALLS OR WHERE NOTED (TO 10'-0" A.F.F.) GYP BD2 NON REINFORCED USE ON ALL INTERIOR WALLS FROM 10'-0" A.F.F. TO BOTTOM OF DECK UNLESS NOTED OTHERWISE, AND AT SOFFITS GYP BD3 WATER-RESISTANT USE IN ALL TOILET ROOMS, LOCKER ROOMS, KITCHENS AND OTHER AREAS WHICH ARE SUBJECT TO MODERATE AMOUNTS OF MOISTURE* GYP BD4 FLEXIBLE USE IN AREAS THAT REQUIRE CURVED WALLS OR SOFFITS, ETC. GYP BD5 EXTERIOR GYPSUM SHEATHING USE ON ALL EXTERIOR WALLS WITH METAL STUD BACK-UP GYP BD6 CEILING BOARD HARD CEILINGS (EXCEPT IN AREAS THAT WOULD OTHERWISE REQUIRE GYP BD3 OR GYP BD8 DUE TO MOISTURE*) GYP BD7 EXTERIOR CEILING BOARD EXTERIOR GYPSUM BOARD SOFFITS SHOWER AREAS AND OTHER HIGH MOISTURE AREAS* GYP BD8 CEMENTITIOUS BOARD ALL LOCATIONS BEHIND WALL TILE (WET OR DRY) GYP BD9 CEMENTITIOUS TILE BACKER BOARD *MODERATE AND HIGH MOISTURE AREAS SHALL BE AS DEFINED BY THE GYP BD MANUFACTURER FOR EACH TYPE OF BOARD. COORDINATE WITH MANUFACTURERS RECOMMENDED USES AND/OR MOISTURE LIMITATIONS. HINGE SIDE STRIKE SIDE NOTE: MINIMUM STRIKE SIDE DIMENSIONS TAKE PRECEDENCE AND CANNOT BE REDUCED. HINGE SIDE DIMENSIONS CAN BE REDUCED TO MAINTAIN MINIMUM STRIKE SIDE CLEARANCES. VERIFY THAT WALL FINISHES AND ACCESSORIES ALLOW FOR HINGE SIDE REDUCTION FACE OF STUD FACE OF STUD PUSH SIDE OF DOOR (TYP.) PULL SIDE OF DOOR (TYP.)TO FACE OF WALL 1'-2" (1'-0" MIN. W/FIN) 1'-8" (1-7" MIN. W/FIN) TO CMU 4" TO FACE OF STUD 4" FACE OF CMU PLAN DIM.PLAN DIM. TO FACE OF STUD 00 TYPICAL DIMENSION DETAIL 1" = 1'-0" SCALE TYPE 1 TYPE 2 (SECTION VIEW)(PLAN VIEW) NOTE: PROVIDE TYPE 1 BLOCKING FOR MARKER BOARDS, TACK BOARDS, WALL MOUNTED ACOUSTICAL/REFLECTOR PANELS, ETC NOTE: PROVIDE TYPE 2 BLOCKING FOR TOILET ACCESSORIES, WALL- MOUNTED TV MONITOR BRACKETS, RAILING BRACKETS, DOOR STOPS, WALL SHELVING, CASEWORK, WALL MOUNTED PROJECTORS, ETC. SCHEDULED WALL TYPE SCHEDULED WALL TYPE 6" X 16 GA. SHEET METAL STRAP OVER STUDS 5/8" FRT PLYWOOD WITH FLEXIBLE CONNECTOR PLATES AT METAL STUDS NON RATED 1 HR RATED SEPARATION (UL U419, OR EQUAL) 1 LAYER 1/2" GYPSUM BOARD ON EACH SIDE 3 5/8" METAL STUDS @ 16" O.C. ACOUSTICAL BATT INSULATION MP MP1 MOISTURE-RESISTANT GYP. MP2 BY KBS BY KBS BY KBS TYPICAL PARTITION GENERAL NOTES 1. ALL PARTITIONS SHALL EXTEND TO THE UNDERSIDE OF FLOOR FRAMING/METAL DECK OR BOTTOM OF TRUSS CHORDS ABOVE, UNLESS SPECIFICALLY INDICATED AS OTHERWISE ON DRAWINGS. ATTACHMENT OF NEW TOP OF WALL THROUGH EXISTING GYP. BD. WILL NOT BE ACCEPTABLE. 2. ACOUSTIC INSULATION SHALL BE PROVIDED IN ALL NON-FIRE RATED PARTITIONS AS INDICATED BY PARTITION TYPES. INSULATION SHALL EXTEND MINIMUM 6 INCHES ABOVE THE HIGHEST ADJACENT CEILING. INSULATION IN FIRE RATED PARTITIONS SHALL BE PROVIDED PER THE U.L. ASSEMBLY DETAILS INDICATED. 3. PROVIDE CONTROL JOINTS IN GYPSUM WALL BOARD PARTITIONS AT 30 FEET MAXIMUM SPACING, WHETHER OR NOT THE DRAWINGS DEPICT CONTROL JOINTS. LOCATE JOINTS AT TOP CORNERS OF DOOR AND BORROWED LIGHT FRAMES TO THE GREATEST EXTENT POSSIBLE. 4. WHERE GYP BD CONTROL JOINTS OCCUR AWAY FROM DOOR OR BORROWED LIGHT FRAMES, JOINTS SHALL EXTEND THE FULL HEIGHT OF THE FRAMED WALL, WHETHER OR NOT CONCEALED BY SURFACE INSTALLED EQUIPMENT OR APPLIED TREATMENTS, OR CEILINGS. 5. LINTELS SHALL BE PROVIDED AT OPENINGS IN MASONRY PARTITIONS FOR NEW OPENINGS, DOORS, WINDOWS, LOUVERS, RECESSED EQUIPMENT INCLUDING, BUT NOT LIMITED TO UNIT HEATERS, CONVECTORS, FIRE HOSE CABINETS, TOILET ACCESSORIES, AND DUCTWORK PENETRATIONS THAT ARE OVER 16 INCHES WIDE. PROVIDE STEEL LINTELS FOR OPENINGS UNLESS NOTED OTHERWISE. REFER TO STRUCTURAL DRAWINGS FOR STEEL LINTEL SCHEDULES AND TYPICAL DETAIL REQUIREMENTS. 6. ALL GAPS AT BUILDING JOINTS AND THROUGH-PENETRATIONS OF NON-FIRE RATED WALLS SHALL BE SEALED TO REDUCE NOISE TRANSFER. AT CONTRACTOR’S OPTION, PROVIDE ACOUSTIC FOAM INSULATION PER SECTION 07 21 19, OR PACK CONTINUOUS MINERAL WOOL INSULATION TO FILL GAPS TO FULL THICKNESS OF WALL. A VCT/ LIN/ RRT/ EPF (VCT SHOWN) REDUCING ADAPTER RESILIENT TRANSITION STRIP-BY SC-RESFL CONCRETE B VCT/RRT/OR LINOLEUM RESILIENT TRANSITION STRIP-BY CARPET INSTALLER CARPET C D PCT/CMT/ QT/MAT ALUMINUM TRANSITION STRIP-BY SC-TILE VCT/LIN/EPF/CONC. CONC. F CARPET RESILIENT TRANSITION STRIP- BY CARPET INSTALLER CONC. OR TERRAZZO PCT/CMT/QT/MAT ALUMINUM TRANSITION STRIP-BY SC-TILE PCT/CMT/QT CONC. 09 TYPICAL FLOORING TRANSITION DETAILS 1 1/2" = 1'-0" SCALE 6"8"STAIR 2 BRAILLE STAIR NAME TYPE C EXITEQ3 1/2"EQ5/8"1/4"5/8"1/4"1/4"SIGN TYPES LEGEND 1. ALL SIGN TYPE ELEVATIONS SHOWN AT 6"=1'-0" UNLESS NOTED OTHERWISE. 2. RAISED LETTERING AND BRAILLE TO BE "WHITE". 3.BACKGROUND PLACARD CONTRASTING COLOR TO BE SELECTED FROM FULL RANGE OF AVAILABLE STANDARD COLORS.6" EQ 8"BRAILLE ROOM NAME ROOM NAME TYPE B 8"8"A101 BRAILLE ROOM NUMBER AND NAME ROOM NAME TYPE A STORAGE ROOM NUMBER 1/2"3/4"5/8"3/4"5/8"5/8"1/4"1/2"1/4"1/4"5/8"RESTROOM TYPICAL ROOM SIGN USE AT LATRINES USE AT ALL CORRIDOR SIDE OF ALL STAIR DOORS 8"8"A101 BRAILLE ROOM NUMBER AND NAME TYPE D ELECTRIC 1/2"3/4"5/8"3/4"5/8"3/4"5/8"5/8"1/4"5/8"1/4"USE AT ELECTRIC, EMERGENCY ELECTRIC, AND MECHANICAL ROOMS ROOM NO STORAGE PERMITTED EQ 1 LAYER 7/16" GYPSUM BOARD ON EACH SIDE 3 5/8" METAL STUDS @ 16" O.C. ACOUSTICAL BATT INSULATION 2" , EA SIDE , EA SIDE, BY KBS MATING WALL W/ (1) LAYER 7/16" GYP BD EA SIDE MM BY KBS BY KBS NON RATED EXTERIOR 10" WALL W/ 7/16" ADVANTECH ZIP WALL SHEATHING BY KBS 1/2" GYP BD5 3 5/8" METAL STUDS @ 16" O.C. ACOUSTICAL BATT INSULATION MX BY KBS BY KBS BY KBS FIBER CEMENT SIDING OVER 6" WOOD FRAMING X1.10 CONT. VR/AIB 2 LAYERS 5/8" GYPSUM BOARD 2X6 FRAMING @ 16" O.C 2 LAYERS 5/8" GYPSUM BOARD 2 1/2" EPS INSULATION 1X3 PT STRAPPING AT 16" O.C. 6 1/4" CEMENT FIBER SIDING R-19 FIBERGLASS INSUL B/T STUDS TRUE NORTH PROJECT NORTH N 4'0 8' 16' GRAPHIC SCALESCALE: 1/8"=1'-0" PROJECT NUMBER: B D F H K M P R T V X 13579111315171921232527 COPYRIGHT ©2020 by Dore & Whittier Architects, Inc. (D+W). These documents are D+W's instruments of service and as such, D+W retains all copyrights, common law, and statutory rights. Use of these documents without D+W's express written permission will result in copyright infringement. 2468101214161820222426 135791113151719212325272468101214161820222426 A C E G J L N Q S U W B D F H K M P R T V X A C E G J L N Q S U W MASSACHUSETTS 260 MERRIMAC STREET BUILDING 7, 2ND FLOOR NEWBURYPORT, MA 01950 P: (802) 863-1428 P: (978) 499-2999 VERMONT 212 BATTERY STREET BURLINGTON, VT 05401 SEAL AND SIGNATURE: REVISIONS: ISSUE TITLE AND DATE: KEY PLAN ORIENTATION AND SCALE: SHEET TITLE: SHEET NUMBER:10/14/2022 12:25:11 PMAutodesk Docs://South Burlington Elementary School Study/ARCH - 823 - SB Orchard Elementary School.rvt21-0823 10.14.22 WALL TYPES, TYPICAL DETAILS, PARTITION NOTES AG.2 PROGRESS SET SOUTH BURLINGTON ES MODULARS ORCHARD ELEMENTARY SCHOOL 1" = 1'-0"2 TYPICAL DOOR OFFSETS (U.N.O) 1" = 1'-0"3 TYPICAL DIMENSION DETAIL 1" = 1'-0"5 TYPICAL BLOCKING DETAIL WALL TYPES LEGEND 1 1/2" = 1'-0"6 TYPICAL FLOORING TRANSISTION DETAILS NO. DATE TITLE DN CLASSROOM GROUP ROOMMECH CLASSROOM CLASSROOM CLASSROOM 21' - 4 7/8" GROUP ROOMMECH CORRIDOR A1.42 A1.4 1 A1.4 4 A1.4 3 CORRIDOR REMOVE DOOR FROM EXISTING FRAME EXISTING BUILDING FOOTPRINT A1.2 B26 A1.1 D9 A25 A1.4 GENERAL DEMOLITION NOTES 1.DEMOLITION DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ARE PROVIDED TO CONVEY THE DEMOLITION INTENT REQUIRED TO SATISFY THE COMPLETED SCOPE OF WORK FOR THE PROJECT. THESE DRAWINGS MAY NOT SHOW ALL AREAS, ELEMENTS, SIZES OR QUANTITIES OF EQUIPMENT TO BE REMOVED. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND PROJECT DRAWINGS PRIOR TO THE START OF DEMOLITION OR REMOVALS FOR COORDINATION WITH THE INTENT OF THE COMPETED WORK. ADDITIONAL REMOVALS AND / OR REPLACEMENT IN KIND OF ELEMENTS OR EQUIPMENT MAY BE REQUIRED TO ACCOMMODATE THE COMPLETED PROJECT AND ALL SUCH WORK SHALL BE INCLUDED AS PART OF THE CONTRACT. 2.REFER TO PROJECT PHASING DRAWINGS FOR TEMPORARY WORK OR ITEMS DEMOLISHED AS PART OF OTHER PHASES OF THE PROJECT. 3.THROUGHOUT THE PROJECT, COORDINATE WITH, AND ALLOW FOR OWNER REMOVAL OF LOOSE FURNITURE, EQUIPMENT, AND OTHER SALVAGE ITEMS PRIOR TO THE START OF ABATEMENT OR DEMOLITION. 4.COORDINATE DEMOLITION AND REMOVALS WITH HAZARDOUS MATERIALS REPORT. REFER TO THE PROJECT MANUAL FOR A REPORT OF HAZARDOUS MATERIALS AS WELL AS PROCEDURES FOR REMOVAL AND DISPOSAL. 5.EXISTING PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT, DEVICES, OR SYSTEM COMPONENTS SHALL BE REMOVED UNLESS SPECIFICALLY NOTED OTHERWISE IN AREAS OF SELECTIVE OR GENERAL DEMOLITION. TRADE CONTRACTOR SHALL CUT, CAP, AND MAKE SAFE AND REMOVE TO DESIGNATED LOCATION ALL SUCH EQUIPMENT FOR DISPOSAL BY THE GENERAL CONTRACTOR. ANY EQUIPMENT, DEVICES, OR SYSTEM COMPONENTS THAT ARE NOT ACCESSIBLE OR MADE ACCESSIBLE SHALL BE DISCONNECTED, CUT, CAPPED, AND MADE SAFE BY TRADE CONTRACTORS AND ABANDONED IN PLACE EXCEPT WHERE SUCH ABANDONMENT IS SPECIFICALLY PROHIBITED BY CODE. REFER TO MECHANICAL, PLUMBING, ELECTRICAL, AND TECHNOLOGY / COMMUNICATIONS DRAWINGS. REFER ALSO TO THE TRADE CONTRACTOR SUMMARIES AND DEMOLITION SECTIONS OF THE PROJECT MANUAL. ADDITIONAL DEMOLITION WORK NOT SHOWN ON THESE DRAWINGS MAY BE REQUIRED TO SATISFY THE DESIGN INTENT AND SHALL BE INCLUDED AS PART OF THE CONTRACT. 6.REFER TO CIVIL AND LANDSCAPE PLANS FOR UTILITIES, ROADS, PARKING, VEGETATION, OR OTHER SITE ELEMENTS TO BE REMOVED. 7.IN AREAS INDICATING DEMOLITION OF PARTITIONS REMOVE EQUIPMENT AND FIXTURES INCLUDING BUT NOT LIMITED TO FLOOR AND WALL STOPS, FIRE EXTINGUISHERS AND CABINETS, WALL HOOKS, DISPLAY CASES, MARKER/TACK/CHALK BOARDS AND OTHER WALL MOUNTED AND RECESSED SPECIALITIES AND SUPPORT BRACKETS. 8.REMOVE ALL CEILINGS AND RELATED COMPONENTS, UNLESS SPECIFICALLY NOTED OTHERWISE. NOTE THAT CEILINGS ARE GENERALLY NOT SHOWN ON DEMOLITION DRAWINGS, UNLESS REQUIRED FOR PARTIAL DEMOLITION. 9.AT AREAS NOTED FOR REMOVAL OF FLOOR FINISH, REMOVE FLOOR COVERINGS AND ADHESIVES, TOPPINGS, MATS, FRAMES AT RECESSED PORTIONS OF EXISTING SLABS, TO SLAB BELOW. 10.REFER TO STRUCTURAL DRAWINGS FOR SHORING AND LINTEL REQUIREMENTS AT NEW OPENINGS IN EXISTING MASONRY. 11.REFER TO STRUCTURAL DRAWINGS FOR SHORING OR BRACING OF EXISTING ELEMENTS TO REMAIN. 12.REFER TO STRUCTURAL DRAWINGS AND COORDINATE DEMOLITION OF FLOOR SLABS OR WALLS TO REMAIN WITH THE REQUIREMENTS OF NEW STRUCTURAL ELEMENTS INTENDED TO BE INCORPORATED IN THE PROJECT. 13.EXISTING BUILDING OR SITE ELEMENTS NOT SCHEDULED FOR WORK WHICH ARE DAMAGED SHALL BE REPLACED OR RESTORED TO ORIGINAL CONDITIONS WITH MATERIALS AND METHODS APPROVED BY THE ARCHITECT. THE COST OF SUCH REPLACEMENT OR RESTORATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 14.AREAS OF SLAB REMOVAL HAVE BEEN SHOWN TO APPROXIMATE NECESSARY REMOVAL EXPECTED FOR UNDERSLAB PLUMBING, AND STRUCTURAL ELEMENTS. COORDINATE ACTUAL NECESSARY SLAB REMOVAL WITH ALL TRADES. 1. PATCHING: AFTER REMOVAL OF BUILDING COMPONENTS AS INDICATED, PATCH AND PREPARE THE REMAINING EXISTING EXPOSED SURFACES TO RECEIVE NEW WORK AND FINISH. 2. WHERE NEW CONSTRUCTION EITHER INFILLS OR ABUTS EXISTING CONSTRUCTION, THE FINISHED FACES SHALL ALIGN, AND THE SURFACES SHALL BE FINISHED TO MATCH. 3. AFTER REMOVAL OF BUILDING COMPONENTS, ANY RESULTING HOLES SHALL BE PATCHED. MAINTAIN EXISTING FIRE-OR SMOKE-RATINGS AS INDICATED. SUCH PATCHES SHALL BE FLUSH WITH ADJACENT SURFACES AND FINISHED TO MATCH. 4. EXISTING SKYLIGHTS: THE EXISTING CURBS AND SKYLIGHTS ARE TO BE REMOVED, COORDINATE INSTALLATION OF NEW SKYLIGHTS IN EXISTING OPENINGS. SEE SPECIFICATIONS. 5. THE CONTRACTOR MAY REPLACE SALVAGED ITEMS WITH NEW AND IDENTICAL MATERIALS ONLY WITH THE ARCHITECT'S PRIOR APPROVAL. 6. DAMAGES: EXISTING BUILDING OR SITE COMPONENTS, NOT SCHEDULED FOR WORK, WHICH ARE DAMAGED SHALL BE REPLACED OR RESTORED TO ORIGINAL CONDITION BY METHODS APPROVED BY THE ARCHITECT. COSTS TO REPAIR DAMAGES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. REMOVE FLOOR SLABS AS INDICATED AND AS NECESSARY TO COMPLETE UNDERSLAB WORK. REFER TO PLUMBING AND CIVIL DOCUMENTS FOR ADDITIONAL INFORMATION 8. REFER TO MEP DRAWINGS FOR MECHANICAL DEMOLITION. GENERAL PATCHING AND REPAIRING NOTES TRUE NORTH PROJECT NORTH N 4'0 8' 16' GRAPHIC SCALESCALE: 1/8"=1'-0" PROJECT NUMBER: B D F H K M P R T V X 13579111315171921232527 COPYRIGHT ©2020 by Dore & Whittier Architects, Inc. (D+W). These documents are D+W's instruments of service and as such, D+W retains all copyrights, common law, and statutory rights. Use of these documents without D+W's express written permission will result in copyright infringement. 2468101214161820222426 135791113151719212325272468101214161820222426 A C E G J L N Q S U W B D F H K M P R T V X A C E G J L N Q S U W MASSACHUSETTS 260 MERRIMAC STREET BUILDING 7, 2ND FLOOR NEWBURYPORT, MA 01950 P: (802) 863-1428 P: (978) 499-2999 VERMONT 212 BATTERY STREET BURLINGTON, VT 05401 SEAL AND SIGNATURE: REVISIONS: ISSUE TITLE AND DATE: KEY PLAN ORIENTATION AND SCALE: SHEET TITLE: SHEET NUMBER:10/14/2022 12:25:08 PMAutodesk Docs://South Burlington Elementary School Study/ARCH - 823 - SB Orchard Elementary School.rvt21-0823 10.14.22 ORCHARD OVERALL & DEMO PLAN A1.1 PROGRESS SET SOUTH BURLINGTON ES MODULARS ORCHARD ELEMENTARY SCHOOL 1/16" = 1'-0"D24 ORCHARD OVERALL PLAN NO. DATE TITLE 1/8" = 1'-0"D9 ORCHARD ENLARGED DEMO PLAN DN OS PS SS CUH FCU 947 SF 101 CLASSROOM 950 SF 102 CLASSROOM 950 SF 103 CLASSROOM 948 SF 104 CLASSROOM 107 SF 301 MECH 260 SF 201 GROUP ROOM EXISTING BUILDING -NO WORK THIS AREA 260 SF 202 GROUP ROOM 107 SF 302 MECH 9' - 6"27' - 10" 1535 SF 100 CORRIDOR 21' - 4 7/8" 8' - 10 7/8" 27' - 10"6' - 0"7' - 2 1/2"A1.42 A1.4 1 A1.4 4 A1.4 3 34' - 10 7/8"14' - 2"35' - 3"35' - 3"35' - 1 1/8"14' - 2"32' - 8 7/8"34' - 0"34' - 0"34' - 0"34' - 1 1/8"168' - 10"37' - 4"34' - 10 7/8"7' - 2"7' - 0"EQEQEQEQEQEQEQEQ14' - 2"35' - 1 1/8"104B 104A 302 103A 103B 100B 102C 102A 301 101A 101B 100A 001B 479 SF 001 CORRIDOR 102B MXMP MP MM MP MM MP MP MX MX MP2 2 A25 A1.4 A20 A1.4 A15 A1.4 A10 A1.4 8' - 0" A1.2 B6 A6 A1.4 X1.10B X1.10B X1.10B X1.10B X1.10 X1.10X1.10 X1.10 002 PLAN GENERAL NOTES 1. ALL INTERIOR CMU PARTITIONS ARE TYPE "E", UNLESS NOTED OTHERWISE. ALL INTERIOR STUD PARTITIONS ARE TYPE "A", UNLESS NOTED OTHERWISE. 2. WHERE DOORS, WINDOWS, BORROWED LITES, GRILLES, OR OPENINGS OCCUR IT SHALL BE ASSUMED THAT THE WALL CONSTRUCTION IS THE SAME ABOVE AS ADJACENT, UNLESS NOTED OTHERWISE. 3. WHERE COLUMN LINES ARE SHOWN INSIDE WALLS AND PARALLEL TO THE WALL, IT SHALL BE ASSUMED THAT THE WALL IS CENTERED ON THE COLUMN LINE UNLESS DIMENSIONED OTHERWISE. 4. WHERE ENLARGED PLANS ARE INDICATED, REFER TO ENLARGED PLAN SHEET FOR DIMENSIONS, WALL TYPES, AND DETAIL REFERENCES. 5. REFER TO HORIZONTAL CONTROL PLANS AND STRUCTURAL DRAWINGS FOR SLAB INFORMATION (INCLUDING DEPRESSIONS, EDGE DIMENSIONS, AND SHAFT OPENINGS).7/8"GROUT SOLID, PREPUNCHED/DIMPLE HM DOOR FRAME AND ANCHOR, PT FRAME SEALANT, EA SIDE 948 SF 104 CLASSROOM 107 SF 302 MECH 260 SF 202 GROUP ROOM 950 SF 103 CLASSROOM 950 SF 102 CLASSROOM 107 SF 301 MECH 260 SF 201 GROUP ROOM 947 SF 101 CLASSROOM 1535 SF 100 CORRIDOR 479 SF 001 CORRIDOR GYP-1 8' - 0" GYP-1 8' - 0" GYP-1 8' - 0" GYP-1 8' - 0" GYP-1 0' - 0" GYP-1 8' - 0" GYP-1 8' - 0" GYP-1 8' - 0" GYP-1 8' - 0" GYP-1 11' - 0" A25 A1.4 A20 A1.4 A15 A1.4 A10 A1.4 A6 A1.4 GYP-1 8' - 0" EQ EQ EQ EQ5' - 8"5' - 8"EQEQ5' - 8"5' - 8"EQEQ5' - 8"5' - 8"EQEQ5' - 8"5' - 8"EQEQCEILING GENERAL NOTES 1. UNLESS SPECIFICALLY INDICATED OTHERWISE, ACOUSTIC CEILING PANELS AT ENCLOSED SPACES SHALL BE ACP-1 (SHOWN 2' X 4') OR ACP-1A (SHOWN 2' X 2') 2. UNLESS SPECIFICALLY INDICATED AS OTHERWISE, ALL ACOUSTIC CEILING PANELS AT CORRIDORS AND CIRCULATION AREAS SHALL BE ACP-2 (SHOWN 2' X 4') OR ACP-2A (SHOWN2' X 2'). 3. ALL GYP BD CEILING AND SOFFIT CONSTRUCTION SHALL BE GYP BD2 MATERIAL. SEE AG0.02 FOR SCHEDULE OF GYP BD TYPES. 4. ALL GYP BD SOFFIT AREAS SHALL BE PAINTED. UNLESS SPECIFICALLY INDICATED, COLOR SHALL BE PT-1. 5. ALL CEILINGS SHALL BE INSTALLED 10'-0" AFF UNLESS SPECIFICALLY INDICATED AS OTHERWISE. 6. CEILING HEIGHTS INDICATED ON THESE PLANS ARE EXPRESSED ABOVE MAIN FINISHED FLOOR LEVEL DATUM TO UNDERSIDE OF GYP BD FINISH OR GRID TEE. WHERE ROOMS INCLUDE RAISED FLOOR AREAS OR RAMPS, THE CEILING HEIGHT EXPRESSED IS FROM MAIN FINISHED FLOOR LEVEL DATUM. 7. DIMENSIONS ON CEILING PLANS LOCATING SOFFIT EDGES IN PLAN ARE INDICATED TO FACE OF GYP BD FINISH. 8. TYPICAL SOFFIT FRAMING AND CEILING DETAILS APPLICABLE TO THE PROJECT ARE LOCATED AT SHEET A2.50. TYPICAL DETAIL CONDITIONS COMMON THROUGHOUT THE PROJECT ARE NOT SPECIFICALLY IDENTIFIED AT EVERY LOCATION, BUT SHALL BE APPLICABLE AS READILY INTERPRETED FROM THE CONFIGURATIONS INDICATED. 9. WHERE SOFFITS ARE SHOWN TO ALIGN WITH ADJACENT PARTITIONS, THE FACES OF FINISH SHALL BE IN ALIGNMENT. COORDINATE FRAMING POSITION WITH LAYERS AND THICKNESS OF FINISHES. 10. AT AREAS OF EXPOSED STRUCTURE IN FINISHED SPACES SUCH AS GYMNASIUMS, AUDITORIUMS, AND ABOVE “FLOATING”OR “CLOUD”CEILINGS, ALL EXPOSED DECK AND STRUCTURAL FRAMING (INCLUDING FIREPROOFING WHERE APPLICABLE), DUCTWORK, PIPING, CONDUITS, JUNCTION BOXES, MECHANICAL EQUIPMENT, AND OTHER BUILDING UTILITY EQUIPMENT SHALL BE PAINTED UNLESS INDICATED AS OTHERWISE. PAINT ITEMS PRIOR TO APPLICATION OF IDENTIFICATION REQUIRED BY FIRE PROTECTION, PLUMBING, HVAC, AND ELECTRICAL SECTIONS. UNLESS SPECIFICALLY INDICATED AS OTHERWISE, COLOR SHALL BE AS INDICATED ON CEILING PLANS. 11. AT AREAS OF EXPOSED STRUCTURE IN UTILITY-TYPE SPACES INCLUDING (BUT NOT LIMITED TO) ELECTRICAL CLOSETS, JANITOR CLOSETS, MECHANICAL ROOMS, BOILER ROOMS, AND RECEIVING AREAS, ALL EXPOSED DECK AND STRUCTURAL FRAMING (INCLUDING FIREPROOFING WHERE APPLICABLE), SHALL BE PAINTED UNLESS INDICATED AS OTHERWISE. . UNLESS SPECIFICALLY INDICATED AS OTHERWISE, COLOR SHALL BE PT-1. 12. LOCATIONS OF SPRINKLERS ON THIS CEILING PLAN ARE SHOWN FOR COORDINATION AND ARCHITECTURAL DESIGN INTENT PURPOSES, AND MAY INDICATE ADDITIONAL SPRINKLERS THAT ARE NOT INDICATED ON THE FIRE PROTECTION DRAWINGS OR ARE NOT REQUIRED BY CODE. IN SUCH CASES THE ADDITIONAL SPRINKLER HEADS ARE REQUIRED FOR AESTHETIC PURPOSES, AND THE CONTRACTOR SHALL PROVIDE THE SPRINKLERS SHOWN UNLESS CODE-RELATED REQUIREMENTS PROHIBIT THE LOCATIONS INDICATED. THE CONTRACTOR SHALL PROVIDE THE GREATER QUANTITY OF SPRINKLERS SHOWN ON EITHER THE FIRE PROTECTION OR ARCHITECTURAL CEILING PLANS. 13. LOCATIONS OF DEVICES SUCH AS DIFFUSERS, REGISTERS, SPEAKERS, LIGHTS, ETC. ARE SHOWN FOR COORDINATION AND ARCHITECTURAL DESIGN INTENT PURPOSES. REFER TO MECHANICAL, ELECTRICAL, AND COMMUNICATIONS DRAWINGS FOR TYPE DESIGNATIONS OF DEVICES. IN CASE OF DISCREPANCY, THE GREATER QUANTITY OF FIXTURE SHALL PREVAIL. 14. ALL SPRINKLER HEADS, DIFFUSERS, SPEAKERS DETECTORS, AND OTHER DEVICES LOCATED IN ACOUSTIC PANEL CEILINGS THAT DO NOT OCCUPY A FULL ACOUSTIC PANEL SHALL BE LOCATED IN THE CENTER OR QUARTER-POINT OF CEILING TILE. SEE TYPICAL CEILING DETAILS. 15. ALL CEILING-MOUNTED DEVICES AND ACCESS DOORS IN GYP BD CEILINGS SHALL BE INSTALLED TO CENTERLINE OF ITEM PER DIMENSIONS INDICATED. IF DIMENSIONS ARE NOT PROVIDED, THE CONTRACTOR SHALL INSTALL DEVICES AT THE APPROXIMATE LOCATIONS SHOWN, AND ARRANGE MULTIPLE DEVICES ON COMMON CENTERLINES THAT ARE RECTILINEAR WITH CEILING EDGES. RANDOMLY LOCATED DEVICES AND ACCESS DOORS WILL BE REJECTED AND SHALL BE REINSTALLED UNTIL ACCEPTED BY THE ARCHITECT. 16. EXPOSED DUCTWORK IN FINISHED PUBLIC SPACES SHALL BE LOCATED AT THE APPROXIMATE LOCATIONS INDICATED ON THE CEILING PLANS. COORDINATE LOCATIONS WITH ALL OTHER EQUIPMENT AT THE CEILING, INCLUDING SPRINKLERS AND FIRE PROTECTION PIPING, LIGHTING AND ELECTRICAL CONDUITS, RAIN WATER LEADERS, SURFACE MOUNTED OR SUSPENDED EQUIPMENT OR OTHER UTILITIES. 17. THIS DRAWING DOES NOT DOCUMENT ALL SPRINKLERS THAT MAY BE REQUIRED ABOVE "FLOATING" OR “CLOUD”CEILING PANEL ASSEMBLIES OR OTHER OBSTRUCTIONS, OR IN EXPOSED CEILING AREAS. THE CONTRACTOR SHALL REFER TO THE FIRE PROTECTION DRAWINGS, AND PROVIDE ALL NECESSARY SPRINKLERS TO PROVIDE A FIRE PROTECTION SYSTEM THAT MEETS THE REQUIREMENTS OF NFPA-13 FOR THE GIVEN CONSTRUCTION TYPE. 18. “FLOATING”OR “CLOUD”CEILINGS NOT CONNECTED TO WALLS SHALL BE SEISMICALLY BRACED TO STRUCTURE PER BUILDING CODE REQUIREMENTS. REFER TO TYPICAL DETAILS FOR BRACING DETAIL. REFLECTED CEILING PLAN LEGEND SURFACE FIXTURE WALL MOUNTED FIXTURE RECESSED LIGHT FIXTURE EXIT SIGN SURFACE-MOUNTED TRACK LIGHT FIXTURE INDUCTION UNIT SMOKE DETECTOR SPRINKLER HEAD (RECESSED OR SEMI- RECESSED)(SEE FP FOR TYPE) SUPPLY OR RETURN AIR GRILLE ACCESS PANEL HATCH CEILING MOUNTED CABINET UNIT HEATER SPEAKER WIRELESS ROUTER PHOTOSENSOR OCCUPANCY SENSOR SECURITY CAMERA EXPOSED STRUCTURE GYPSUM WALL BOARD (GYP BD6 TYPICAL, OR AS NOTED) GYPSUM WALL BOARD (2 HOUR) SUSPENDED LINEAR METAL SOFFIT (LMS) ACOUSTIC CEILING PANEL (ACP 1, 2, 3, 4, 6) ACOUSTIC PANEL ACOUSTIC CEILING PANEL (ACP 1A, 2A, 3A) (BOTH) CEILING HT CEILING TYPE PENDANT LIGHT FIXTURE LAY-IN / RECESSED FIXTURE W WS1 WINDOW SHADE BARREL ACOUSTIC DIFFUSER ACP 1A 12' - 0" RECESSED LED FIXTURE RADIANT PANEL WS3 WINDOW SHADE: MOTORIZED & BLACKOUT SD ACP 1A 12' - 0" ROOM NAME 100A CEILING HT CEILING TYPE ROOM NUMBER ROOM NAME FAN COIL UNIT TRUE NORTH PROJECT NORTH N 4'0 8' 16' GRAPHIC SCALESCALE: 1/8"=1'-0" PROJECT NUMBER: B D F H K M P R T V X 13579111315171921232527 COPYRIGHT ©2020 by Dore & Whittier Architects, Inc. (D+W). These documents are D+W's instruments of service and as such, D+W retains all copyrights, common law, and statutory rights. Use of these documents without D+W's express written permission will result in copyright infringement. 2468101214161820222426 135791113151719212325272468101214161820222426 A C E G J L N Q S U W B D F H K M P R T V X A C E G J L N Q S U W MASSACHUSETTS 260 MERRIMAC STREET BUILDING 7, 2ND FLOOR NEWBURYPORT, MA 01950 P: (802) 863-1428 P: (978) 499-2999 VERMONT 212 BATTERY STREET BURLINGTON, VT 05401 SEAL AND SIGNATURE: REVISIONS: ISSUE TITLE AND DATE: KEY PLAN ORIENTATION AND SCALE: SHEET TITLE: SHEET NUMBER:10/14/2022 12:25:09 PMAutodesk Docs://South Burlington Elementary School Study/ARCH - 823 - SB Orchard Elementary School.rvt21-0823 10.14.22 ORCHARD FLOOR PLAN & RCP A1.2 PROGRESS SET SOUTH BURLINGTON ES MODULARS ORCHARD ELEMENTARY SCHOOL 1/8" = 1'-0"B26 LEVEL 1 PORTABLE VIEW NO. DATE TITLE 1 1/2" = 1'-0"B6 PLAN DETAIL - EXISTING / WALKWAY 1/8" = 1'-0"B16 LEVEL 1 - RCP ROOF LEGEND ROOF TYPE TAG, REFER TO A3.50 AND A3.51 FOR TYPESR2.1a DIRECTION OF SLOPE AT TAPERED INSULATION (MIN. 1/4"=1'-0") TAPERED INSULATION (MIN. SLOPE = 1/4":1'-0") WALKWAY PADS EXPANSION JOINT VENT THROUGH ROOF: COORDINATE LOCATION W/ PLUMBING DRAWINGS. SEE TYPICAL FLASHING DETAILS @ SHEET A3.51 EXHAUST FAN WITH CURB: COORDINATE LOCATION WITH HVAC DRAWINGS. SEE TYPICAL FLASHING DETAILS @ SHEET A3.51 VTR EF CONDENSING UNIT ON PROTECTED WOOD SLEEPERS; COORD PITCH POCKET PIPE PENETRATION. COORDINATE LOCATION WITH HVAC DRAWINGS. SEE PROTECTED WOOD SLEEPER AND PITCH POCKET DETAILS @ SHEET A3.51 AIR HANDLING UNIT ON CURBS: COORDINATE LOCATION WITH HVAC DRAWINGS. SEE TYPICAL FLASHING DETAILS @ SHEET A3.51 COND ROOF PLAN GENERAL NOTES 1. ALL ROOF AREAS SHALL BE ROOFING SYSTEM TYPE R1.3 UNLESS SPECIFICALLY INDICATED AS OTHERWISE. 2. ROOF TYPES INDICATED ARE INTENDED TO DESCRIBE ROOFING SYSTEMS IN GENERAL. 3. REFER TO MEP DRAWINGS FOR COORDINATION OF MECHANICAL EQUIPMENT, DEVICES, COMPONENTS, AND ASSOCIATED SUPPORT SYSTEMS. REFER TO PROJECT DETAILS INDICATED IN ARCHITECTURAL, STRUCTURAL, AND MEP DRAWINGS AND INCORPORATE ROOFING COMPONENTS REQUIRED TO ENSURE A WEATHER-TIGHT AND WARRANTIED SYSTEM AS DESCRIBED IN THE SPECIFICATIONS. 4. THE ROOFING AREAS SHALL FEATURE PLANAR SLOPE TOWARD DRAINS OF A MINIMUM ¼ INCH VERTICAL IN 12 INCHES HORIZONTAL DISTANCE. PROVIDE TAPERED INSULATION OR SHIMS TO MAINTAIN MINIMUM SLOPE AND AVOID PONDING. 5. PROVIDE TAPERED INSULATION AND/OR CRICKETS AT THE UPSLOPE SIDE OF ALL CURBS AND OTHER OBSTRUCTIONS TO DRAINAGE SLOPES, INCLUDING BUT NOT LIMITED TO CURBS FOR MECHANICAL EQUIPMENT, SKYLIGHTS, ACCESS HATCHES, AND SMOKE HATCHES. 6. DETAIL REFERENCES MAY NOT BE INDICATED FOR EACH OCCURRENCE OF ROOF PENETRATIONS OR ROOF MOUNTED EQUIPMENT. REFER TO THE ROOF LEGEND FOR ITEMS SHOWN ON THE ROOF PLAN. 7. ROOFING SYSTEMS SHALL COMPLY WITH WIND LOAD AND PERFORMANCE REQUIREMENTS FOR ROOF COVERINGS. FASTENINGS, JOINT SEAM TREATMENTS, AND OTHER INSTALLATION DETAILS SHALL MEET MANUFACTURER’S REQUIREMENTS TO SATISFY CODE AND MEET WARRANTY REQUIREMENTS. 8. MECHANICAL, ELECTRICAL, AND PLUMBING ITEMS SHOWN ARE APPROXIMATE SIZE AND LOCATION FOR COORDINATION PURPOSES. REFER TO MEP PLANS AND SCHEDULES FOR ACTUAL ITEM DESIGNATIONS AND COORDINATE REQUIRED PENETRATIONS AND CLEARANCES, INCLUDING MANUFACTURER'S REQUIRED MAINTENECE CLEARANCES. 9. DETAIL REFERENCES ARE NOT INDICATED FOR EACH ROOF CONDITION OR PENETRATION. THE CONTRACTOR SHALL REFER TO PROJECT DETAILS FOR INFORMATION APPLICABLE TO MISCELLANEOUS ITEMS WHICH INCLUDE, BUT ARE NOT LIMITED TO, CONDUIT PENETRATIONS, GUY- WIRE TIE-DOWN POINTS, PROTECTED WOOD SLEEPERS, CONDENSATE LINES AND OTHER MISCELLANEOUS PIPING, AND SMALL DIAMETER EXHAUST DUCTS. REFER TO KITCHEN EQUIPMENT, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR COORDINATION OF REQUIRED ROOF PENETRATIONS AND DETAILS WHERE APPLICABLE. R2.1a STRUCTURAL DECKING MATERIAL 1 STEEL METAL DECKING 2 CONCRETE SLAB OR PLANK 3 STRUCTURAL WOOD SHEATHING 4 WOOD PLANK (HEAVY TIMBER) 5 CEMENTITIOUS WOOD FIBER COMPOSITE DECK (TECTUM) 6 PROJECT SPECIFIC ROOFING SYSTEM R1 SINGLE PLY ROOFING SYSTEM R2 FIBERGLASS ROOF SHINGLES R3 STANDING SEAM METAL ROOFING R4 PROJECT SPECIFIC FINISH -PROJECT SPECIFIC a COLOR OR DECORATIVE GRAVEL b COLOR OR NO DECORATIVE GRAVEL A25 A1.4 A20 A1.4 A15 A1.4 A10 A1.4 A6 A1.4 1/4" / 1'-0"1/4" / 1'-0" R1.3 R1.3 R1.6 DSDS DSDS DS DS DS DS 1/4" / 1'-0"1/4" / 1'-0"TRUE NORTH PROJECT NORTH N 4'0 8' 16' GRAPHIC SCALESCALE: 1/8"=1'-0" PROJECT NUMBER: B D F H K M P R T V X 13579111315171921232527 COPYRIGHT ©2020 by Dore & Whittier Architects, Inc. (D+W). These documents are D+W's instruments of service and as such, D+W retains all copyrights, common law, and statutory rights. Use of these documents without D+W's express written permission will result in copyright infringement. 2468101214161820222426 135791113151719212325272468101214161820222426 A C E G J L N Q S U W B D F H K M P R T V X A C E G J L N Q S U W MASSACHUSETTS 260 MERRIMAC STREET BUILDING 7, 2ND FLOOR NEWBURYPORT, MA 01950 P: (802) 863-1428 P: (978) 499-2999 VERMONT 212 BATTERY STREET BURLINGTON, VT 05401 SEAL AND SIGNATURE: REVISIONS: ISSUE TITLE AND DATE: KEY PLAN ORIENTATION AND SCALE: SHEET TITLE: SHEET NUMBER:10/14/2022 12:25:09 PMAutodesk Docs://South Burlington Elementary School Study/ARCH - 823 - SB Orchard Elementary School.rvt21-0823 10.14.22 ORCHARD ROOF PLAN A1.3 PROGRESS SET SOUTH BURLINGTON ES MODULARS ORCHARD ELEMENTARY SCHOOL 1/8" = 1'-0" ROOF TYPE NUMBERING SYSTEM NO. DATE TITLE 1/8" = 1'-0"C17 ROOF PLAN MODULAR FFE 2' -4" EXISTING SCHOOL FFE 0' -0"2' - 4"W1 W1 W1 W1 W1 W1 W1 A6 A1.4 W1 W1 W1W1W1W1W1 PFN AL DOWNSPOUT, TYP.PFN AL GUTTERS PTD PPT PWD SKIRT BOARD EXISTING SCHOOL BEYOND MODULAR FFE 2' -4" EXISTING SCHOOL FFE 0' -0" A15 A1.4 A10 A1.4 PFN AL DOWNSPOUT, TYP. PFN AL GUTTER MODULAR FFE 2' -4" EXISTING SCHOOL FFE 0' -0" 001B A20 A1.4 A15 A1.4 A10 A1.4EXISTING SCHOOL PFN AL DOWNSPOUT, TYP. PFN AL DOWNSPOUT, TYP.PFN AL GUTTERS PTD PPT PWD SKIRT BOARD MODULAR FFE 2' -4" EXISTING SCHOOL FFE 0' -0" W1 W1 W1 W1 7/8" / 1'-0"A25 A1.4 A6 A1.4PFN AL DOWNSPOUT, TYP. EXTERIOR ELEVATION GENERAL NOTES 1. EXTERIOR ELEVATIONS ARE PROVIDED TO SHOW THE GENERAL ARRANGEMENT OF EXTERIOR WALL FINISH MATERIALS. REFER TO WALL SECTIONS AND DETAILS FOR DETAILED DESCRIPTION OF CONSTRUCTION. 2. LINE OF GRADE INDICATED IS APPROXIMATE –REFER TO CIVIL / LANDSCAPE GRADING PLANS FOR GRADING INFORMATION. 3. WHERE PORTIONS OF ELEVATIONS ARE OBSCURED FROM VIEW BY FREESTANDING COLUMNS, FASCIA, ROOF EDGES, OR OTHER PROJECTING CONSTRUCTION, THE CONTRACTOR SHALL ASSUME THAT THE ADJACENT WALL FINISHES EXTEND INTO THE AREAS OBSCURED FROM VIEW, UNLESS SPECIFICALLY INDICATED AS OTHERWISE IN BUILDING AND WALL SECTIONS. 4. DIMENSIONAL INFORMATION PROVIDED RELATIVE TO MASONRY VENEER IS BASED ON NOMINAL FULL INCH MASONRY COURSING. 5. REFER TO ROOF PLAN FOR DESCRIPTION OF ROOFING SYSTEMS AND MATERIALS. 6. REFER TO CURTAIN-WALL TYPES AND DETAILS FOR INFORMATION RELATED TO CURTAIN-WALL, GLAZING TYPES, INSTALLATION, AND TRIM AT OPENINGS. 7. REFER TO WINDOW TYPES AND DETAILS FOR INFORMATION RELATED TO WINDOWS, OPERABLE SASH, GLAZING TYPES, INSTALLATION, AND TRIM AT OPENINGS. 8. REFER TO LOUVER TYPES AND DETAILS FOR INFORMATION RELATED TO LOUVER OPENINGS, SIZES, INSTALLATION, AND TRIM AT OPENINGS. 9. REFER TO BUILDING AND WALL SECTIONS FOR HEIGHT OF MASONRY COURSING AND TOP OF MASONRY ELEVATIONS. 10. PROVIDE MASONRY VENEER CONTROL JOINTS WHERE INDICATED IN ELEVATIONS. IN ADDITION, PROVIDE CONTROL JOINTS AT THE FOLLOWING LOCATIONS: a. ON ONE SIDE OF AN OUTWARD BUILDING CORNER WITHIN 2’-4”OF THE CORNER. b. AT EACH INWARD BUILDING CORNER. c. WHERE THE HEIGHT OF THE FACADE MASONRY VENEER CHANGES. d. WHERE THE METHOD OF SUPPORT FOR MASONRY VENEER CHANGES, SUCH AS AT ENDS OF RELIEVING ANGLES OR STRUCTURAL LINTELS SUPPORTED FROM ROOF STRUCTURE. e. ON UNINTERRUPTED SPANS OF MASONRY VENEER AT MAXIMUM 24’-0”SPACING. 11. SEALANT AND BACKER ROD AT MASONRY VENEER CONTROL JOINTS SHALL BE PROVIDED AND INSTALLED BY THE WATERPROOFING / JOINT SEALANT SUB-CONTRACTOR. 12. WHERE LOOSE LINTELS CROSS CONTROL JOINTS, PROVIDE BOND-BREAK FABRIC WRAP OF LINTEL END AT PORTION OF LINTEL EXTENDING PAST CONTROL JOINT. 13. WHERE MASONRY VENEER MATERIAL CHANGES OCCUR, INCLUDING FROM BRICK TO CMU OR PRECAST CONCRETE, PROVIDE A BOND BREAK SEPARATOR BETWEEN COURSES. 14. ELEVATIONS MAY NOT SHOW ALL BUILDING FEATURES WITH CLARITY, SUCH AS REGLET COUNTER- FLASHINGS AND TERMINATION BARS WHERE ROOF MEMBRANE FLASHINGS TERMINATE ON SIDE WALLS. REFER TO WALL SECTION AND ROOF EDGE DETAILS FOR DETAILS AND INFORMATION RELATED TO THESE CONDITIONS. 15. PAINT ALL EXPOSED LINTELS TO MATCH ADJACENT WALL. EXTERIOR MATERIALS LEGEND CONCRETE / CAST STONE CORRUGATED METAL PANEL (SIDING AND EQUIPMENT VISION PANEL -OPERABLE VERTICAL STANDING SEAM METAL PANEL SIDING EXTERIOR ELEVATION SYMBOLS LEGEND CA CAMERA; SEE SECURITY DWGS FIRE ALARM HORN/ STROBE; SEE FIRE ALARM DWGS H/ SP SPEAKER; SEE COMMUNICATION DWGS FA RED FIRE ALARM BEACON; SEE FIRE ALARM DWGS CARD READER; SEE TECHNOLOGY DWGS AMBER SECURITY BEACON; SEE FIRE ALARM AND TECHNOLOGY DRAWINGS CR SE VIDEO INTERCOM; SEE TECHNOLOGY DWGS SPRINKLER ALARM BEACON AND BELL; SEE FIRE ALARM DWGS SPA1 D VIDEO INTERCOM; SEE TECHNOLOGY DWGS HOSE BIB; SEE PLUMBING DWGSH PENDANT MOUNT LIGHT FIXTURE, SEE ELEC. DWGS. LOCATE SL4 AT 8'-0" ABOVE LEVEL 1 TO B.O. FIXTURE. LOCATE SL5 AT 14'-0" ABOVE LEVEL 1 TO B.O. FIXTURE. WALL SCONCE LIGHT FIXTURE, SEE ELEC. DWGS. LOCATE LEVEL 1 SC1 AT 7'-8" ABOVE LEVEL 1 TO B.O. FIXTURE. LOCATE LEVEL 2 SC-1 AT 4'-0" ABOVE LEVEL 2 TO B.O. FIXTURE + 3/4"EXTENT OF BRICK VENEER PROJECTING BEYOND THE DATUM FACE OF BRICK VENEER PLANE. SEE PROJECT DETAILS AND SPECIAL BRICK SHAPES FOR ASSEMBLIES EXISTING SCHOOL FFE 0' -0" MODULAR CEILING 10' -4" MODULAR FFE 2' -4" MODULAR T.O.W. 12' -4" EXISTING SCHOOL FFE 0' -0" MODULAR CEILING 10' -4"8' - 0"MODULAR FLOOR STRUCTURE: SEE MODULAR SPECS FOUNDATIONS: SEE STRUCT. FIELD CONSTRUCTED SKIRT BOARD: PPT 2X4 FRAME W/ 1/2" PPT CDX FIELD INSTALLED FLOORING / WALL BASE THROUGHOUT: SEE FINISH PLANS FINISH GRADE MODULAR EXTERIOR WALL: SEE MODULAR SPECS FIELD INSTALLED GYP. BD. PATCHING AT MATING LINES (WALLS & CEILING) FIELD INSTALLED EXT. WALL CLADDING: PPT 1X3 STRAPPING VERT @ 24" O.C. CEMENT FIBER SIDING, 5" EXP (6 1/4" SIDING) MODULAR ROOF STRUCT: SEE MODULAR SPECS FIELD INSTALLED ROOFING: TAPERED POLYISO INSULATION SLOPED 1/4" PER FOOT, COVER BOARD, 20 MIL EPDM ROOFING MEMBRANE, MEHC. FASTENED FIELD INSTALLED PREFIN ALUM GUTTER AND DOWNSPOUT: SEE ROOF PLAN EPDM ROOF EDGE, DRIP CAP 5/4 X 12 CEMENT FIBER FASCIA 1X4 PPT ROOF EDGE BLOCKING EXISTING SCHOOL FFE 0' -0" 3/4" PLYWOOD SUBFLOOR R-38 FIBERGLASS INSUL B/T JOISTS 2X12 FLOOR JOIST @ 16" O.C. 2X12 LEDGER ON PPT SILL PLATE FINISH SURFACE, SEE FIN SCHEDULE VAPOR BARRIER INSTALLED OVER FILL, SEAL TO FACE OF FOUNDATION WALL10' - 0"X1.10 20 MIL EPDM, MECHANICALLY FASTENED POLYISOCYANURATE INSULATION, MIN 4 1/2", TAPERED INSULATION SLOPED TO ROOF EDGE 3/4" CDX OR SIM ROOF DECK 2X12 KD ROOF JOISTS @ 16" O.C. R-38 BATT INSULATION B/T JOISTS 1/2" DRYWALL CONT. INT. VB 2X4 PPT ROOF EDGE BLOCKING 5/4 X 12 CEMENT FIBER FASCIA PREFIN ALUM GUTTER, ONE SIDE OF ROOF EPDM ROOF EDGE, DRIP CAP CEILING, REFER TO RCP EXISTING SCHOOL FFE 0' -0"11' - 11 9/64"20 MIL EPDM, MECHANICALLY FASTENED POLYISOCYANURATE INSULATION, MIN 4 1/2", TAPERED INSULATION SLOPED TO ROOF EDGE 3/4" CDX OR SIM ROOF DECK 2X12 KD ROOF JOISTS @ 16" O.C. R-38 BATT INSULATION B/T JOISTS 1/2" DRYWALL CONT. INT. VB 2X4 PPT ROOF EDGE BLOCING 5/4 X 12 CEMENT FIBER FASCIA PREFIN ALUM GUTTER, ONE SIDE OF ROOF EPDM ROOF EDGE DRIP CAP VARIES3/4" PLYWOOD SUBFLOOR R-38 FIBERGLASS INSUL B/T JOISTS 2X12 FLOOR JOIST @ 16" O.C. 2X12 LEDGER FINISH SURFACE, SEE FIN SCHEDULE VAPOR BARRIER INSTALLED OVER FILL, SEAL TO FACE OF FOUNDATION WALL MODULAR FFE 2' -4" MODULAR T.O.W. 12' -4" EXISTING SCHOOL FFE 0' -0" MODULAR CEILING 10' -4"8' - 0"TRUE NORTH PROJECT NORTH N 4'0 8' 16' GRAPHIC SCALESCALE: 1/8"=1'-0" PROJECT NUMBER: B D F H K M P R T V X 13579111315171921232527 COPYRIGHT ©2020 by Dore & Whittier Architects, Inc. (D+W). These documents are D+W's instruments of service and as such, D+W retains all copyrights, common law, and statutory rights. Use of these documents without D+W's express written permission will result in copyright infringement. 2468101214161820222426 135791113151719212325272468101214161820222426 A C E G J L N Q S U W B D F H K M P R T V X A C E G J L N Q S U W MASSACHUSETTS 260 MERRIMAC STREET BUILDING 7, 2ND FLOOR NEWBURYPORT, MA 01950 P: (802) 863-1428 P: (978) 499-2999 VERMONT 212 BATTERY STREET BURLINGTON, VT 05401 SEAL AND SIGNATURE: REVISIONS: ISSUE TITLE AND DATE: KEY PLAN ORIENTATION AND SCALE: SHEET TITLE: SHEET NUMBER:10/14/2022 12:25:10 PMAutodesk Docs://South Burlington Elementary School Study/ARCH - 823 - SB Orchard Elementary School.rvt21-0823 10.14.22 ORCHARD EXTERIOR ELEVATIONS, SECTIONS A1.4 PROGRESS SET SOUTH BURLINGTON ES MODULARS ORCHARD ELEMENTARY SCHOOL 1/8" = 1'-0"2 EAST BUILDING ELEVATION 1/8" = 1'-0"1 NORTH BUILDING ELEVATION 1/8" = 1'-0"3 SOUTH BUILDING ELEVATION 1/8" = 1'-0"4 WEST BUILDING ELEVATION NO. DATE TITLE 1/2" = 1'-0"A25 WALL SECTION - EXISTING BLDG/WALKWAY 1/2" = 1'-0"A6 WALL SECTION - TYP MODULAR / SCOPE ASSIGNMENT 1/2" = 1'-0"A20 WALL SECTION - WALKWAY A 1/2" = 1'-0"A15 WALL SECTION - WALKWAY RAMP 1/2" = 1'-0"A10 WALL SECTION - WALKWAY/MODULAR DN 947 SF 101 CLASSROOM 950 SF 102 CLASSROOM 950 SF 103 CLASSROOM 948 SF 104 CLASSROOM 107 SF 301 MECH 260 SF 201 GROUP ROOM EXISTING BUILDING -NO WORK THIS AREA 260 SF 202 GROUP ROOM 107 SF 302 MECH 9' - 6"27' - 10" 1535 SF 100 CORRIDOR 21' - 4 7/8" 8' - 10 7/8" 27' - 10"6' - 0"7' - 2 1/2"34' - 10 7/8"14' - 2"35' - 3"35' - 3"35' - 1 1/8"14' - 2"32' - 8 7/8"34' - 0"34' - 0"34' - 0"34' - 1 1/8"168' - 10"37' - 4"34' - 10 7/8"7' - 2"7' - 0"EQEQEQEQEQEQEQEQ14' - 2"35' - 1 1/8"479 SF 001 CORRIDOR 8' - 0" FINISH SCHEDULE GENERAL NOTES 1. FOR LIST OF MATERIAL ABBREVIATIONS REFER TO SHEET AG0.01. 2. WHERE MULTIPLE MATERIALS OR COLORS ARE SCHEDULED FOR FLOORS, REFER TO THE FLOOR FINISH PLANS FOR PATTERN, EXTENT, AND LAYOUT OF EACH MATERIAL OR COLOR. 3. WHERE MULTIPLE MATERIALS OR COLORS ARE SCHEDULED FOR WALLS, REFER TO THE INTERIOR ELEVATIONS FOR THE LOCATION AND EXTENT OF EACH MATERIAL OR COLOR. 4. FLOORING TRANSITION DETAILS ON THIS SHEET ARE TYPICAL FOR THE PROJECT. PROVIDE TRANSITION TRIM AT ALL CHANGES OF MATERIAL AS INDICATED IN DETAILS WHETHER SPECIFICALLY LOCATED WITH DETAIL CALLOUTS AT PLANS, OR UNLESS SPECIFIC DETAILS HAVE BEEN CALLED OUT. 5. TILE INSTALLATION DETAILS ON THIS SHEET ARE TYPICAL FOR THE PROJECT. PROVIDE TILE CONTROL JOINTS AND MOVEMENT JOINTS AS REQUIRED PER THE PROJECT SPECIFICATIONS AND BASED ON LOCATIONS OF FLOOR SLAB JOINTS AS DETERMINED IN THE FIELD. 6. THE INDEX OF FINISHES AND COLORS INDICATED ARE INTENDED TO DOCUMENT THE BASIS OF DESIGN COLORS AND PATTERNS ONLY. REFER TO PROJECT MANUAL SPECIFICATIONS FOR COMPLETE PRODUCT SPECIFICATIONS AND INSTALLATION REQUIREMENTS. 7. SEE CONSTRUCTION FLOOR PLANS FOR FLOORS SLOPING TO DRAINS AND LOCATIONS OF FLOOR DRAINS. INSTALL FLOOR FINISHES AS APPROPRIATE TO SLOPING CONDITIONS AND DRAINS. DO NOT INSTALL VCT, CERAMIC TILE, QUARRY TILE, OR OTHER HARD SURFACE FLOORING ACROSS CHANGES IN FLOOR PLANE. INSTALL PER SPECIFICATIONS AND INCORPORATE MFR. RECOMMENDED DETAILS. 8. LOCATE ALL CHANGES IN FLOORING MATERIAL OR COLOR AT OPENINGS WITH DOORS UNDER THE CENTER OF DOOR WHEN IN THE CLOSED POSITION UNLESS SPECIFICALLY NOTED OTHERWISE. LOCATE CHANGES IN FLOORING MATERIAL OR COLOR AT OPENINGS WITH NO DOORS AND UNFRAMED OPENINGS IN WALLS AT THE MID-POINT OF JAMB DEPTH UNLESS SPECIFICALLY INDICATED OTHERWISE IN PLANS OR DETAILS. 9. WHERE DOORS AND/OR DOOR FRAMES ARE INDICATED TO RECEIVE DIFFERENT PAINT COLORS AT OPPOSITE SIDES OF OPENING, COLOR CHANGE SHALL OCCUR AT THE CORNER BETWEEN THE STOP PROFILE AND THE JAMB FRAME (CONCEALED BY THE DOOR IN THE CLOSED POSITION.) 10. THE FLOOR FINISH AT ALL ELECTRICAL, MECHANICAL, AND OTHER SIMILAR UTILITY SPACES SHALL BE SEALED CONCRETE UNLESS SPECIFICALLY NOTED OTHERWISE. SEALER PROVIDED AND INSTALLED BY DIVISION 3 CONCRETE CONTRACTOR. DOOR SCHEDULE / DOOR & FRAME TYPES GENERAL NOTES 1. REFER TO FLOOR FINISH FLOOR FINISH PLANS FOR RESILIENT TRANSITION STRIP TRIM AT DOOR SILL CONDITIONS AND FLOOR CLEARANCES AT DOORS. RESILIENT TRANSITION STRIPS SHALL BE PROVIDED AND INSTALLED BY RELEVANT FLOORING INSTALLER (CARPET OR RESILIENT FLOORING). 2. GLASS IN INTERIOR OPENINGS, INCLUDING ALUMINUM STOREFRONT OPENINGS, HOLLOW METAL OPENINGS, AND DOOR VISION PANELS SHALL BE PROVIDED AND INSTALLED BY THE GLASS AND GLAZING SUBCONTRACTOR. 3. GLASS IN EXTERIOR DOOR VISION PANELS AND SIDELIGHTS SHALL BE 1”THICK INSULATED SAFETY GLAZING. TYPE VARIES BY BUILDING ELEVATION –REFER TO CURTAIN-WALL TYPES FOR INDICATION OF GLAZING MATERIAL AND SPECIFICATIONS FOR COMPLETE REQUIREMENTS. 4. GLASS IN INTERIOR DOOR VISION PANELS AND SIDELIGHTS BELOW THE IN NON-RATED PARTITIONS SHALL BE MINIMUM 5/16”THICK TYPE S3 SAFETY GLAZING, UNLESS SPECIFICALLY INDICATED AS OTHERWISE. REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS. 5. GLASS IN INTERIOR DOORS, SIDELIGHTS, AND BORROWED LIGHT OPENINGS IN FIRE RATED PARTITIONS SHALL BE MINIMUM 5/16”TYPE S-2 FIRE RESISTANT RATED SAFETY GLAZING. REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS. 6. GLASS IN TRANSOM PANELS IN NON-RATED PARTITIONS WHERE THE BOTTOM OF GLASS IS MORE THAN 5 FEET ABOVE FLOOR SHALL BE MINIMUM 1/4”TYPE S1 PLATE GLASS. REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS. 7. ALL HOLLOW METAL DOORS AND FRAMES WITH EXPOSURE TO THE EXTERIOR SHALL BE GALVANIZED. 8. ALL HOLLOW METAL DOORS WITH EXPOSURE TO THE EXTERIOR SHALL BE THERMALLY INSULATED. 9. THE CONTRACTOR SHALL COORDINATE REQUIRED FRAME THROAT DIMENSIONS FOR ALL OPENINGS WITH THE WALL CONSTRUCTION INTO WHICH THEY ARE INSTALLED. 10. REFER TO FINISH SCHEDULES AND INTERIOR ELEVATIONS FOR PAINT COLORS WHERE DOOR AND FRAME FINISH ON DOOR SCHEDULE INDICATES PAINT. TRUE NORTH PROJECT NORTH N 4'0 8' 16' GRAPHIC SCALESCALE: 1/8"=1'-0" PROJECT NUMBER: B D F H K M P R T V X 13579111315171921232527 COPYRIGHT ©2020 by Dore & Whittier Architects, Inc. (D+W). These documents are D+W's instruments of service and as such, D+W retains all copyrights, common law, and statutory rights. Use of these documents without D+W's express written permission will result in copyright infringement. 2468101214161820222426 135791113151719212325272468101214161820222426 A C E G J L N Q S U W B D F H K M P R T V X A C E G J L N Q S U W MASSACHUSETTS 260 MERRIMAC STREET BUILDING 7, 2ND FLOOR NEWBURYPORT, MA 01950 P: (802) 863-1428 P: (978) 499-2999 VERMONT 212 BATTERY STREET BURLINGTON, VT 05401 SEAL AND SIGNATURE: REVISIONS: ISSUE TITLE AND DATE: KEY PLAN ORIENTATION AND SCALE: SHEET TITLE: SHEET NUMBER:10/14/2022 12:25:10 PMAutodesk Docs://South Burlington Elementary School Study/ARCH - 823 - SB Orchard Elementary School.rvt21-0823 10.14.22 ORCHARD FINISH PLAN, FINISH SCHEDULE, DOORS A1.5 PROGRESS SET SOUTH BURLINGTON ES MODULARS ORCHARD ELEMENTARY SCHOOL NO. DATE TITLE 1/8" = 1'-0"1 LEVEL 1 PORTABLE VIEW Copy 1 ROOM FINISH SCHEDULE ROOM NO. NAME FLOOR BASE WALL REMARKS ROOM NO.MAT'L FIN N FIN S FIN E FIN W FIN 001 CORRIDOR RB-1 PT-1 PT-1 PT-1 PT-1 orchard 001 100 CORRIDOR RB-1 PT-1 PT-1 PT-1 PT-1 orchard 100 101 CLASSROOM RB-1 PT-1 PT-1 PT-1 PT-1 orchard 101 102 CLASSROOM RB-1 PT-1 PT-1 PT-1 PT-1 orchard 102 103 CLASSROOM RB-1 PT-1 PT-1 PT-1 PT-1 orchard 103 104 CLASSROOM RB-1 PT-1 PT-1 PT-1 PT-1 orchard 104 201 GROUP ROOM RB-1 PT-1 PT-1 PT-1 PT-1 orchard 201 202 GROUP ROOM RB-1 PT-1 PT-1 PT-1 PT-1 orchard 202 301 MECH RB-1 PT-1 PT-1 PT-1 PT-1 orchard 301 302 MECH RB-1 PT-1 PT-1 PT-1 PT-1 orchard 302 DOOR AND FRAME SCHEDULE DOOR NO. DOOR FRAME RATING HDWR COMMENTS DOOR NO.TYPE MATL FINISH SIZE TYPE MATL FRAME FINISH DETAILS CONFIG WIDTH HEIGHT THICK HEAD JAMB SILL 001A N PAIR 6' - 0" 7' - 0" 1 3/4"orchard 001A 100A V SINGLE 3' - 0" 7' - 0" 1 3/4"orchard 100A 100B V PAIR 6' - 0" 7' - 0" 1 3/4"orchard 100B 101A G SINGLE 3' - 0" 7' - 0" 1 3/4"orchard 101A 101B F SINGLE 3' - 0" 7' - 0" 1 3/4"orchard 101B 102A G SINGLE 3' - 0" 7' - 0" 1 3/4"orchard 102A 102B F SINGLE 3' - 0" 7' - 0" 1 3/4"orchard 102B 102C F SINGLE 3' - 0" 7' - 0" 1 3/4"orchard 102C 103A G SINGLE 3' - 0" 7' - 0" 1 3/4"orchard 103A 103B F SINGLE 3' - 0" 7' - 0" 1 3/4"orchard 103B 104A G SINGLE 3' - 0" 7' - 0" 1 3/4"orchard 104A 104B F SINGLE 3' - 0" 7' - 0" 1 3/4"orchard 104B 301 F SINGLE 3' - 0" 7' - 0" 1 3/4"orchard 301 302 F SINGLE 3' - 0" 7' - 0" 1 3/4"orchard 302