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Home My WebLink AboutZP-23-008 - 1660 Williston Road 1/31/20231 Rev 2019-11 CITY OF SOUTH BURLINGTON Z O N I N G P E R M I T A P P L I C A T I O N PROPERTY Street Address: _________________________________________ Application No: _________________ [office use only] Property Owner: __________________________________________________ Parcel Size: ___________________ Property Owner Mailing Address:___________________________________________________________________ APPLICANT: __________________________________________________________________________________ Applicant Mailing Address: _______________________________________________________________________ Applicant Email: ______________________________________________ Daytime phone: _________________ 1. PROPOSED project including building dimensions (describe): ________________________________________________ ______________________________________________________________________________________________________ ______________________________________________________________________________________________________ ______________________________________________________________________________________________________ 2. RELATED Site Plan, Conditional Use, PUD, Subdivision, or Misc Approval ______________________________________ 3. Present USE(S) of the property: Single family home on its own parcel Other (please state the USE per Land Development Regulations- retail, general office, multifamily residential, etc.): _________________________________________________________________________________________________ 4. List all present structure(s) on property (describe including dimensions or square footage of each): ___________________ ___________________________________________________________________________________________________ 5. Does the project include a proposed change of USE? No (the property will still be used for the same purpose) Yes (please state proposed changed or added USES per Land Development Regulations- retail, general office, multifamily residential, etc.): ___________________________________________________________ 6. ESTIMATED total cost of improvements (materials and labor): $_______________________________ 7. BUILDING footprint – i.e. size in sq. ft. of main floor of house and all attached and detached structures including enclosed breezeways, garages, and sheds (describe): Existing:______________________ Proposed:_______________________ __________________________________________________________________________________________________ 8. TOTAL impervious surfaces on site (i.e. Building footprint PLUS size in s.f. of driveways, patios, decks) Existing:______________________ Proposed:_______________________ 9. ATTACH SKETCH PLAN OR SITE PLAN Complete the following only if the project involves changes to the dimensions of your building or other site changes (ie, not interior renovations or roof / window / deck replacement) 2 Rev 2019-11 10. APPLICANT/OWNER CERTIFICATION The undersigned property owner hereby consents to submission of this application and understands that if the application is approved, the Zoning Permit and any attached conditions will be binding on the property. _____________________________________________________________________ _________________________ Property Owner Signature PRINT NAME Date The undersigned applicant hereby affirms that the information presented in this application is true, accurate and complete. _____________________________________________________________________ _________________________ Applicant Signature PRINT NAME Date OFFICE USE ONLY – ADMINISTRATIVE OFFICER ACTION – OFFICE USE ONLY DATE Received: ___________________ FEE Received: $ _____________ Identification of zoning district: _______________ Project description: ______________________________________________________________________________________ SITE PLAN _____________________________________ ____________________________ Application # Approval Date SUBDIVISION _____________________________________ ____________________________ Application # Approval Date CONDITIONAL USE _____________________________________ ____________________________ Application # Approval Date VARIANCE _____________________________________ ____________________________ Application # Approval Date MISCELLANEOUS _____________________________________ ____________________________ Application # Approval Date FINAL ADMINISTRATIVE OFFICER ACTION Z O N I N G P E R M I T □ APPROVED _________________________ ____________________________________________________________ Approval Date Administrative Officer’s Signature Permit EFFECTIVE date _________________________ Permit EXPIRATION date ___________________________ CONDITIONS of Approval __________________________________________________________________________ □ Provided applicant copy of URBEC or VCBE Standards Handbook or □ Not Applicable □ DENIED _________________________ _____________________________________________________________ Denial Date Administrative Officer’s Signature REASON for DENIAL ______________________________________________________________________________________ Notice of Appeal Rights: Any interested person may appeal this decision by filing a written Notice of Appeal with the clerk of the Development Review Board within fifteen [15] days of the date of this decision. The notice of appeal must be accompanied by a filing fee of $223.00. This permit does NOT authorize commencement of any development activity approved by the permit until the permit takes effect as set forth above. Site modifications and improvements made prior to this permit becoming effective may be subject to removal and site restoration if a timely appeal is commenced. NOTE: The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 477-2241 to speak with the regional Permit Specialist. project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.276412/21/2022 11:47:31AMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_front building.rvtHO HUM MOTEL21-1452 JRP JLG 12/21/22 COVER SHEET A0.0BID / CONSTRUCTION SET 12/20/22 Enter address here- CHAMPLAIN HOUSING TRUST HO HUM MOTEL CONVERSION 1660 Williston Rd South Burlington, VT 05403 Owner Champlain Housing Trust 88 King St Burlington, VT 05401 P: (802) 862-6244 E: Javier.Garcia@champlainhousingtrust.org Contact: Javier Garcia Architect Scott + Partners, Inc. 7 Carmichael St, Suite 102 Essex, VT 05452 P: (802) 879-5153 E: joel@scottpartners.com Contact: Joel Page, AIA Civil Engineer Civil Engineering Associates 10 Mansfield View Lane South Burlington, VT 05403 P: (802) 864-2323 E: dmarshall@cea-vt.com Contact: David Marshall Mechanical / Electrical Engineer Pearson & Associates a division of DuBois & King, Inc. 75 North Main Street Waterbury, VT 05656 P: (802) 882-8789 E: alan.g@pearsonandassociates.com david.a@pearsonandassociates.com Contact: Alan Gould (electrical) David Andersen (mechanical) PROJECT LOCATION: GENERAL A0.0 COVER SHEET A0.1 GENERAL NOTES AND ABBREVIATIONS LS 1 CODE SUMMARY + PLAN - FRONT BUILDING LS 2 CODE SUMMARY + PLAN - BACK BUILDING LS 3 CODE SUMMARY CIVIL C1.0 EXISTING CONDITIONS PLAN C2.0 PROPOSED CONDITIONS PLAN C3.0 SITE DETAILS C4.0 LANDSCAPE REFERENCES AND DETAILS ARCHITECTURAL A1.0 DEMOLITION PLANS - FRONT BUILDING A1.1 DEMOLITION PLANS - BACK BUILDING A2.0 FLOOR PLANS - FRONT BUILDING A2.1 FLOOR PLANS - BACK BUILDING A3.0 EXT. ELEVATIONS & SCHEMATIC SECTION - FRONT BUILDING A3.1 EXTERIOR ELEVATIONS - FRONT BUILDING A3.2 EXTERIOR ELEVATIONS - BACK BUILDING A8.0 ENLARGED PLANS AND INTERIOR ELEVATIONS A8.1 ENLARGED PLANS AND INTERIOR ELEVATIONS A8.2 ENLARGED PLANS AND INTERIOR ELEVATIONS A8.3 ENLARGED PLANS AND INTERIOR ELEVATIONS A8.4 ENLARGED PLANS AND INTERIOR ELEVATIONS A9.0 INTERIOR DETAILS A11.0 DOOR SCHEDULES DRAWINGS: BID / CONSTRUCTION SET 12/21/2022 No Date Revisions 1. INSULATION CONTRACTOR AND OR GENERAL CONTRACTOR ARE TO PROVIDE ALL AIR SEALING MEASURES. 2. 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. 3. AIR SEALING WILL INVOLVE (BUT NOT LIMITED TO) EFFECTIVE SEALING WITH APPROPRIATE PRODUCTS IN THE FOLLOWING AREAS: INSULATION AND AIR SEALING NOTES: 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. ANY CHASES OPEN TO THE ATTIC. C. 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. D. BOTTOM EDGE OF SHEET ROCK SEALED TO SUB FLOOR OR SLAB ON EXTERIOR WALLS WITH MINIMALLY EXPANDING FOAM. E. METAL BATH FAN HOUSINGS SEALED TO SHEET ROCK WITH CAULK OF MINIMALLY EXPANDING FOAM. F. 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. G. AIR SEAL ATTIC PRIOR TO INSULATING. H. INSULATING CONTRACTOR SHOULD COORDINATE AIR SEALING WORK WITH GENERAL CONTRACTOR. THE GC IS TO ENSURE COMPLETE AND THOROUGH AIR SEALING. I. 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.4' - 0"3' - 4"MIRROR OVER SINK (DIM. TO REFLECT.SURF.)3' - 6"COAT HOOKS TOWEL BAR2' - 0"TOILET PAPER DISPENSER 7" - 9" MOUNTING HEIGHTS FOR EQUIPMENT & ACCESSORIES 3' - 0"FIRE EXTINGUISHER CABINET DOOR NUMBER ROOM NUMBER ROOM NAME AREA A4.1 DRAWING NUMBER SHEET NUMBER DRAWING NUMBER SHEET NUMBER DRAWING NUMBER SHEET NUMBER DOOR TAG ROOM TAG SECTION MARK EXTERIOR ELEVATION DETAIL DRAWING NUMBER SHEET NUMBER DETAIL SECTION 1 A8.1 1 2 3 4 DRAWING NUMBER SHEET NUMBER DETAIL NUMBER, TYPINTERIOR ELEVATION WINDOW TYPEWINDOW TAG WALL TYPEWALL TAG FLOOR FINISH TAG FLOOR MATERIAL SYMBOL LEGEND 1t 1i 1 A101 SIM 1 A101 1 SIM A101 1 SIM Room name 101 150 SF Floor Material Floor Material ### TUB -BACK WALL HEAD END WALLCONTROL END WALL BACK WALL 2' - 0"1' - 0"11 7/8"2' - 0"2' - 0" TUB -PLAN 2' - 0" TUB -END WALL REQUIRED BLOCKING & GRAB BAR LOCATIONS: 4' - 6" 3' - 6"1' - 0"MAX.3' - 0 1/8"1' - 0"2' - 0" 3' - 0" TRANSFER SIDE GRAB BAR REAR WALL GRAB BAR 8"3' - 0 1/8" MAX.SIDE WALL SIDE WALL BACK WALL 6"4' - 2"6"2' - 0"6"2' - 0"6"2' - 11 7/8" MAX.8"ROLL-IN SHOWER BACK WALL ROLL-IN SHOWERROLL-IN SHOWER END WALL 6"6"MAX.3' - 0 1/8"6" MAX.3' - 0 1/8" MAX.3' - 0 1/8" MAX.6" 4" 4" 4"4" 1' - 6" NOTES: 1. VT ACCESS RULES REQUIRES BLOCKING IN ALL APARTMENT UNITS. 2. IT IS ASSUMED THAT TUB/SHOWER UNITS FOR ALL APARTMENTS WILL BE PURCHASED WITH INTEGRAL BLOCKING. 3. ALL FIRST FLOOR APARTMENTS, EXCEPT THE ADA APARTMENT(S) WILL BE CONSIDERED ADAPTABLE AND NEED TO MEET THE STATE OF VERMONT ACCESSIBILITY REQUIREMENTS. 4. THE DESIGNATED ADA APARTMENT(S) MUST MEET CURRENT ADA REQUIREMENTS. 5. ALL OTHER APARTMENTS MUST MEET THE STATE OF VERMONT RULES FOR VISITABILITY. 2x WD STUDS AT 16" O.C. WD BLOCKING TO SUPPORT WALL, AS REQUIRED 3 1/2" SOUND ATTENUATING BATT INSULATION EXISTING SUBFLOOR EXISTING FRAMING 5/8" TYPE-X GWB WALL BASE -SEE SCHED FIRE SAFE SEALANT FIRE SAFE SEALANT NOTE: 1. FIRE SEAL TOP, BOTTOM, PERIMETER AND ALL PENETRATIONS. 2. MATCH EXISTING STUD SIZE AT INFILL LOCATIONS, AND WHERE FINISH FACES ARE INTENDED TO ALIGN. 3. SEE ADDITIONAL REQUIREMENTS IN THE SPECIFICATIONS. 5/8" TYPE-X GWB CEILING 2x WD STUDS AT 16" O.C. WD BLOCKING TO SUPPORT WALL, AS REQUIRED 3 1/2" SOUND ATTENUATING BATT INSULATION EXISTING SUBFLOOR EXISTING FRAMING 5/8" GWB WALL BASE -SEE SCHED ACOUSTICAL SEALANT ACOUSTICAL SEALANT NOTE: 1. ACOUSTICALLY SEAL TOP, BOTTOM, PERIMETER AND ALL PENETRATIONS. 2. MATCH EXISTING STUD SIZE AT INFILL LOCATIONS, AND WHERE FINISH FACES ARE INTENDED TO ALIGN. 3. SEE ADDITIONAL REQUIREMENTS IN THE SPECIFICATIONS. GWB CEILING TYPE STUD SIZE PART. THICK. SOUND ATTN. BLANKET STC NOTES 1A 3 1/2"4 3/4"3 1/2" 1B 5 1/2"6 3/4"5 1/2" 36 UL # 38 RATTING 1-HRU305 1-HRU305 TYPE STUD SIZE PART. THICK. SOUND ATTN. BLANKET STC NOTES 2A 3 1/2"4 3/4"3 1/2" 2B 5 1/2"6 3/4"5 1/2" 36 UL # 38 RATTING N/A N/A N/A N/A project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.2764As indicated 12/21/2022 11:47:32AMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_front building.rvtHO HUM MOTEL21-1452 JRP JLG 12/21/22 GENERAL NOTES AND ABBREVIATIONS A0.1BID / CONSTRUCTION SET 12/20/22 Enter address here- GENERAL NOTES: 1. GENERAL CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO STARTING ANY WORK. 2. DIMENSIONS SHALL BE TO FACE OF SURFACE MATERIAL, UNLESS OTHERWISE NOTED OR INDICATED. 3. 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. 4. 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. 5. CONTRACTOR SHALL COMPLETELY PAINT ALL ROOMS WITH ANY NEW WORK OCCURRING IN THEM UNLESS NOTED OTHERWISE. ABBREVIATIONS ABBR DESCRIPTION # NUMBER OF POUNDS & AND = EQUAL @ AT A/C AIR CONDITIONING A/E ARCHITECT/ENGINEER ABV ABOVE AC ACOUSTICAL ACT ACOUSTIC CEILING TILE AD ACCESS DOOR or AREA DRAIN ADD ADDITIONAL ADJ ADJACENT ADJT ADJUSTABLE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE ALT ALTERNATE ALUM ALUMINUM ANCH ANCHOR ANCH B ANCHOR BOLT ANOD ANODIZED AP ACCESS PANEL APPROX APPROXIMATELY ARCH ARCHITECT/ARCHITECTURAL ASB ASBESTOS AUTO AUTOMATIC AUX AUXILIARY AV AUDIO VISUAL AVG AVERAGE B BOLT BC BRICK COURSE BD BOARD BEL BELOW BET BETWEEN BIT BITUMINOUS BL BLANKET BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM, BENCH MARK BN BULL NOSE BO BOTTOM OF BOS BOTTOM OF STEP BOT BOTTOM BRCG BRACING BRG BEARING BRK BRICK BRKT BRACKET BS BOTH SIDES BSMT BASEMENT BUR BUILT UP ROOFING BW BOTH WAYS CAB CABINET CB CATCH BASIN CEM CEMENT CER CERAMIC CF CUBIC FEET CG CORNER GUARD CH CEILING HEIGHT CHAM CHAMFER CIR CIRCLE CIRC CIRCUMFERENCE CJ CONTROL JOINT or CONSTRUCTION JOINT CL CENTER LINE CLF CHAIN LINK FENCE CLNG CEILING CLOS CLOSET CLR CLEAR CLS CLOSURE OR CLOSER CM CONSTRUCTION MANAGER CMU CEMENT MASONRY UNIT CO CLEAN OUT COL COLUMN COMP COMPRESSIBLE CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR COORD COORDINATE COR CORRUGATED CORR CORRIDOR CPT CARPET CR CHAIR RAIL CRS COURSE CSMT CASEMENT CT CERAMIC TILE CTR CENTER CTSK COUNTERSUNK CU CUBIC CUH CABINET UNIT HEATER CW COLD WATER CYL CYLINDER D DEEP OR DEPTH DB DECIBELS DBL DOUBLE DEM DEMOLISH DEPT DEPARTMENT DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIAG DIAGONAL DIFF DIFFUSER DIM DIMENSION DISP DISPENSER DMT DEMOUNTABLE DN DOWN DP DAMP PROOFING DR DOOR OR DRAIN DS DOWN SPOUT DWG DRAWING E EAST EA EACH EIFS EXTERIOR INSULATION FINISH SYSTEM EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRIC OR ELECTRICAL ABBREVIATIONS ABBR DESCRIPTION ELEV ELEVATOR EMER EMERGENCY ENAM ENAMEL ENCL ENCLOSURE ENG ENGINEER ENT ENTRANCE EOS EDGE OF SLAB EQ EQUAL EQUIP EQUIPMENT EW EACH WAY EWC ELEC. WATER COOLER EXH EXHAUST EXIST EXISTING EXIST EXISTING EXP EXPANSION EXPD EXPANDED EXPO EXPOSED EXT EXTERIOR EXTR EXTRUDED FA FIRE ALARM FAS FASTENER FB FACE BRICK OR FLAT BAR FC FLEXIBLE CONNECTION FD FLOOR DRAIN or FIRE DAMPER FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CAB FFE FINISHED FLOOR ELEVATION FGL FIBERGLASS FHC FIRE HOSE CABINET FIN FINISHED FIX FIXTURE FLASH FLASHING FLEX FLEXIBLE FLOUR FLUORESCENT FLR FLOOR FLRG FLOORING FOW FACE OF WALL FP FIRE PROOFING FR FIRE RATED FRM FRAME FRP FIBERGLASS REINF. PANELING FRT FIRE RET. TREATED FT FOOT OR FEET FTG FOOTING FTR FIN TUBE RADIATION FUR FURRED OR FURRING FURN FURNISHED FUT FUTURE FXD FIXED GA GAUGE GALV GALVANIZE(D) GB GRAB BAR GC GENERAL CONTRACTOR GD GRADE GDR GUARDRAIL GEN GENERAL GL GLASS GRD GROUND GS GRAVEL STOP GT GROUT GWB GYPSUM WALL BOARD GYP GYPSUM HB HOSE BIB HBD HARDBOARD HC HOLLOW CORE or HANDICAP ACCESSIBLE HDR HANDRAIL HDW HARDWARE HDWD HARDWOOD HM HOLLOW METAL HOR HORIZONTAL HP HIGH PRESSURE HR HOUR HT HEIGHT HTG HEATING HTR HEATER HVAC HEATING, VENT. & A/C HW HOT WATER ID INSIDE DIAMETER IN INCH INCL INCLUDED/ING INFO INFORMATION INSUL INSULATION INT INTERIOR INTER INTERMEDIATE JAN JANITOR JB JUNCTION BOX JC JANITOR’S CLOSET JST JOIST JT JOINT K PL KICK PLATE KD KNOCK DOWN LAM LAMINATE LAV LAVATORY LBS POUNDS LF LINEAL FEET LF F LIGHT FIXTURE LFLI LANDLORD FURNISHED LANDLORD INSTALLED LFLI LANDLORD FURNISHED TENANT INSTALLED LIQ LIQUID LOC LOCATION LT LIGHT LTG LIGHTING LTL LINTEL LVR LOUVER LW LONG WAY MACH MACHINE MAINT MAINTENANCE MAS MASONRY MAT MATERIAL MAX MAXIMUM MCF METAL FURRING CHANNEL MD METAL DECKING MECH MECHANICAL ABBREVIATIONS ABBR DESCRIPTION MED MEDIUM MEMB MEMBER MFR MANUFACTURER MH MANHOLE MHO MAGNETIC HOLD OPEN MIN MINIMUM OR MINUTE MIRR MIRROR MISC MISCELLANEOUS MLD MOLDING MO MASONRY OPENING MOV MOVABLE MR MOISTURE RESISTANT MTD MOUNTED MTL METAL MULL MULLION N NORTH N/A NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OFCI OWNER FURNISHED CONTRACTOR INSTALLED OFE OWNER FURNISHED EQUIPMENT OFF OFFICE OFI OWNER FURNISHED AND INSTALLED OH OVERHEAD OHD OVER HEAD DOOR OPNG OPENING OPP OPPOSITE OPPH OPPOSITE HAND OZ OUNCE PART PARTITION PC PRECAST OR PIECE PED PEDESTAL PERF PERFORATED PERIM PERIMETER PFN PREFINISHED PH PARTIAL HEIGHT PL PLATE PLAM PLASTIC LAMINATE PLAS PLASTER PLUM PLUMBING PLWD PLYWOOD PNL PANEL PORC PORCELAIN PREFAB PREFABRICATED PRESS PRESSURE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PAINT OR POINT PTD PAINTED PVC POLY VINYL CHLORIDE PVMT PAVEMENT PVR PAVER QTY QUANTITY R RADIUS/RISER RA RETURN AIR RAD RADIATION RD ROOF DRAIN, ROAD REBAR REINFORCING BAR REC RECESSED REF REFERENCE REFL REFLECTED REFR REFRIGERATOR REG REGISTER REINF REINFORCED REM REMOVE REQD REQUIRED RES RESISTANT RESIL RESILIENT RET RETAINING REV REVISION/REVERSE RF ROOF RFG ROOFING RM ROOM OR ROOF MEMBRANE RO ROUGH OPENING RSL RESILIENT FLOORING S SOUTH SAT SUSPENDED ACOUSTICAL TILE SC SOLID CORE SCHED SCHEDULE SECT SECTION SF SQUARE FEET SHLV SHELVING SHT SHEET SIM SIMILAR SLDG SLIDING SLNT SEALANT SPCG SPACING SPEC SPECIFICATION SPKR SPEAKER SPR HD SPRINKLER HEAD SQ SQUARE SS STAINLESS STEEL STC SOUND TRANSMISSION CLASS STD STANDARD STIFF STIFFENER STL STEEL STOR STORAGE STRUCT STRUCTURAL SURF SURFACE SUSP SUSPENDED SV SHEET VINYL SYM SYMBOL SYS SYSTEM T TREAD, TILE T&G TONGUE AND GROOVE TBD TACK BOARD TEL TELEPHONE TEMP TEMPORARY, TEMPERATURE TFLI TENANT FURNISHED LANDLORD INSTALLED ABBREVIATIONS ABBR DESCRIPTION TFTI TENANT FURNISHED or TENANT INSTALLED THERM THERMOMETER THK THICK THR THRESHOLD THRU THROUGH TK BD TACK BOARD TLT TOILET TOC TOP OF CURB TOF TOP OF FOOTING TOS TOP OF STEEL TOW TOP OF WALL TR TRENCH TRT TREATED TYP TYPICAL UC UNDER CUT UH UNIT HEATER UL UNDERWRITER’S LABORATORIES UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE UR URINAL UTIL UTILITY VAC VACUUM VAR VARIABLE VB VAPOR BARRIER VCT VINYL COMPOSITE TILE VEH VEHICLE VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VNR VENEER VOL VOLUME VP VENT PIPE VTR VENT THROUGH ROOF VWC VINYL WALL COVERING W WEST W/ WITH W/O WITH OUT WC WATER CLOSET WD WOOD WF WIDE FLANGE WG WIRE GLASS WIN WINDOW WP WATER PROOF WR WATER RESISTANT WS WATER STOP WT WEIGHT WWF WELDED WIRE FABRIC PARTITION TYPES 1 1HR RATED INTERIOR WALL - WOOD STUDS 2 TYPICAL INTERIOR WALL - WOOD STUDS No Date Revisions REF.REF.REF.REF.REF.REF.REF.REF.REF. REF. FIRE BARRIER RATING DESIGNATION 1 HOUR FIRE RATED BARRIER EXIT TRAVEL DISTANCE EXIT FT DN EXISTING 1 HR RATED DEMISING WALLS, TYPICAL BETWEEN UNITS. EXISTING 1 HR RATED DEMISING WALL, TYP. -NEW INFILL TO MATCH ADJACENT CONSTRUCTION -FILL ALL GAPS, CRACKS, HOLES, ETC. TO ENSURE AN INTACT BARRIER CRAWL SPACE ACCESS CRAWL SPACE ACCESS CRAWL SPACE ACCESS APT #3 1-BR UNIT 370 SF APT #2 1-BR UNIT 574 SF APT #4 1-BR UNIT 535 SF APT #5 1-BR UNIT 405 SF APT #1 1-BR UNIT 630 SF APT #8 1-BR UNIT 370 SFAPT #6 1-BR UNIT 405 SF APT #7 1-BR UNIT 520 SF APT #9 1-BR UNIT 405 SF APT #10 1-BR UNIT 405 SF BASEMENT ACCESS OFFICE 53' 31' STORAGE 4 A3.0 804 SF MECHANICAL 3 CRAWL SPACE EXISTING STAIR EXISTING CHIMNEY UP CRAWL SPACE SLAB ON GRADE CRAWL SPACE CRAWL SPACE CRAWL SPACE ACCESS CRAWL SPACE ACCESS CRAWL SPACE ACCESS 1-HR FLOOR / CEILING ASSEMBLY REQUIRED AT MECHANICAL ROOM (NO SPRINKLER REQUIRED W/ I-HR RATING, PER VT BUILDING & SAFETY CODE - SEE CODE REVIEW)project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.2764As indicated 1/9/2023 12:38:36 PMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_front building.rvtHO HUM MOTEL21-1452 JRP JLG 12/21/22 CODE SUMMARY + PLAN -FRONT BUILDING LS 1BID / CONSTRUCTION SET 12/20/22 Enter address here01/09/23 1/8" = 1'-0"1 FIRST FLOOR LIFE SAFETY PLAN 1/16" = 1'-0"2 BASEMENT LIFE SAFETY PLAN GROSS AREA = 5680 SF No Date Revisions WDWDWDREF.REF.REF. REF. REF.REF.REF. REF. REF.REF.FIRE BARRIER RATING DESIGNATION 1 HOUR FIRE RATED BARRIER EXIT TRAVEL DISTANCE EXIT FT DN DN DN UP DN UP EXISTING STAIR EXISTING STAIR EXISTING 1 HR RATED DEMISING WALL, TYP. -NEW INFILL TO MATCH ADJACENT CONSTRUCTION -FILL ALL GAPS, CRACKS, HOLES, ETC. TO ENSURE AN INTACT BARRIER 1:20 MAX SLOPE WALKWAY 1:20 MAX SLOPE WALKWAY EXISTING SLAB ON GRADE EXISTING SLAB ON GRADE APT #15 ACCESSIBLE 1-BR UNIT 580 SF APT #14 1-BR UNIT 580 SF MECHANICAL APT #13 1-BR UNIT 290 SF APT #12 1-BR UNIT 585 SF APT #11 ACCESSIBLE 1-BR UNIT 580 SF LAUNDRY CRAWL SPACE ACCESS NOTE: BUILDING TO BE PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM DN DN EXISTING STAIR EXISTING STAIR EXISTING 1 HR RATED DEMISING WALL, TYP. -NEW INFILL TO MATCH ADJACENT CONSTRUCTION -FILL ALL GAPS, CRACKS, HOLES, ETC. TO ENSURE AN INTACT BARRIER APT #20 1-BR UNIT 630 SF APT #19 1-BR UNIT 630 SF APT #17 1-BR UNIT 630 SF APT #16 1-BR UNIT 630 SF APT #18 1-BR UNIT 770 SF STORAGE STORAGE SLAB ON GRADE SLAB ON GRADE CRAWL SPACE CRAWL SPACE CRAWL SPACE ACCESS project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.2764As indicated 12/21/2022 11:42:10AMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_back building.rvtHO HUM MOTEL21-1452 JRP JLG 12/21/22 CODE SUMMARY + PLAN -BACK BUILDING LS 2BID / CONSTRUCTION SET 12/21/22 Enter address here- 1/8" = 1'-0"1 FIRST FLOOR LIFE SAFETY PLAN 1/8" = 1'-0"2 SECOND FLOOR LIFE SAFETY PLAN 1/16" = 1'-0"3 CRAWL SPACE LIFE SAFTY PLAN No Date Revisions project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.27641/9/2023 12:38:36 PMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_front building.rvtHO HUM MOTEL21-1452 JRP JLG 12/21/22 CODE SUMMARY LS 3BID / CONSTRUCTION SET 12/20/22 Enter address here01/09/23 No Date Revisions T T ET C E TC E TC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETCETCOE OE ETCETCETCETCETCETC ETC T T T T T T T T T T T T CATCH BASIN RIM = 325.2 AIRP O R T R O A D WILLISTON ROAD TO LO G W O O D S T. - > <- TO MILLS AVE. TO KENNEDY DR. -> EXIST. MOTEL BLDG. EXIST. MOTEL BLDG. EXIST. STORAGE EXIST . OFF ICE BLDG . MOOSE LODGE OFFICEPAVED PAVED PAVED PAVEDPAVEDPAVED (3 ) A /C UN ITS FENCE PALI S S A D E F E N C E STOCKAD E F E N C E CHAIN LIN K VIN Y L F E N C E CHAIN L INK STOCKADE FENCEFENCES ST ST ST ST ST ST S GOVERHANGOVERHANGOVERHANG OVERHANGT CATCH BASIN RIM = 326.1 CATCH BASIN RIM = 329.7 CATCH BASIN RIM = 329.0 SEWER MANHOLE RIM = 329.0 SEWER MANHOLE RIM = 326.5 G G G G G G G GGGG GATE GATE GATE FENCE FENCEBOLLARD (TYP.) ALUMINUM THRESHOLD EL.= 330.5 ALUMINUM THRESHOLD EL.= 330.5 ALUMINUM THRESHOLD EL.= 330.6 CATCH BASIN CATCH BASIN RIM = 328.426" PINE 42" OAK 24" OAK 36" OAK 32" OAK ALUMINUM THRESHOLD EL.= 331.6 BALCONY / O V E R H A N G BALCONY / OVERHANG ALUMINUM THRESHOLD EL.= 331.7 F.F.E.CONC. = 331.0 F.F.E.CONC. = 331.0 159'± 227'±153'± 313'±143'±CEDAR HEDGE ROW CEDAR HEDGE ROWSIGNPLANTERPLANTER CEDARS GAS METER 24" PINE GAS METER ALUMINUM THRESHOLD EL.= 331.7 8" SPRUCE 10" SPRUCE ELEC. METER ELEC. METER TEL. PED. UTILITY CABINET PLANTER OVERHANG ALUMINUM THRESHOLD EL.= 330.6 CONC. SIDEWALK CONC. SI D E W A L K ELEC. OUTLET WITH POST LIGHT WITH POSTGATECONC. WALK BELOW CONC. WALK BELOW FENC E CEDAR S CONC. n/f NFI VERMONT INC. CHAMPLAIN HOUSING TRUST, INC. n/f J. ROCK n/f S. GOLDSMITH TRUST G. ROSE TRUST n/f M. TUCO n/f 1636 WILLISTON ROAD LLC. n/f MPH SOUTH BURLINGTON PROPERTIES LLC. n/f 1633 WILLISTON LLC.n/f MCLEAN PROPERTIES LLC. n/f SUDO 7 LLC. ZONING: RESIDEN T I A L 4 COMMER C I A L 1 - R E S I D E N T I A L 1 2 COMMERCIAL 1 - RESIDENTIAL 12COMMERCIAL 1 - RESIDENTIAL 12COMMERCIAL 1 - RES IDENT IAL 12COMMERCIAL 1 - RES IDENT IAL 12 331 331 330330330 330 330 330 329329329 329 3293 2 9 3 2 9 3 2 9 329 329 328 328 328 328 328 327 327 327 327 326 326 326 + 329.7± DSM DSM MAB 1" = 20' 22141 C1.0 04/29/2022 LOCATION MAP 1" = 2000' CHAMPLAIN HOUSING TRUST, INC. 1660 WILLISTON ROAD SOUTH BURLINGTON VERMONT 05403 "HO HUM MOTEL" PROPERTY EXISTING CONDITIONS PLAN A C CIVIL ENGINEERING ASSOCIATES, INC. E 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com 1660 WILLISTON ROAD SOUTH BURLINGTON, VT NOTES 1.UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED UPON OR ADJACENT TO THE SURVEYED PREMISES. EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIG SAFE (888-344-7233) PRIOR TO ANY CONSTRUCTION. 2.PROPERTY LINE INFORMATION IS APPROXIMATE AND BASED ON EXISTING TAX MAP INFORMATION. THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE. MONUMENTATION RECOVERED IS CONSISTENT WITH RECORDED DOCUMENTS. 3.SITE INFORMATION IS BASED ON A FIELD SURVEY PERFORMED BY CIVIL ENGINEERING ASSOCIATES, INC APRIL 2022. CIVIL ENGINEERING ASSOCIATES, INC. SURVEY ORIENTATION IS "GRID NORTH", VERMONT COORDINATE SYSTEM OF 1983 (HORIZONTAL) AND NAVD88 (VERTICAL) ESTABLISHED FROM GPS OBSERVATIONS ON SITE. 4.ALL OTHER SITE INFORMATION IS BASED UPON ORTHOMETRIC PHOTOGRAPHY. 116 2 LEGEND E G ST S T W EXISTING CONTOUR EXISTING CURB EXISTING FENCE EXISTING PAVEMENT EXISTING ELECTRIC EXISTING GAS EXISTING STORM EXISTING GRAVITY SEWER EXISTING TELEPHONE EXISTING WATER EXISTING SEWER MANHOLE EXISTING STORM MANHOLE EXISTING CATCH BASIN EXISTING HYDRANT EXISTING SHUT OFF EXISTING UTILITY POLE EXISTING LIGHT POLE EXISTING GUY WIRE/POLE EXISTING SIGN EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE EDGE OF BRUSH/WOODS APPROXIMATE SETBACK LINE APPROXIMATE PROPERTY LINE IRON ROD/PIPE FOUND S D PROJECT LOCATION T EXISTING TELEPHONE MANHOLE ZONING REQUIREMENTS: COVERAGE CATEGORY LOT BUILDING ZONING EXISTING SETBACK ZONING DISTRICT: COMMERCIAL 1 / RESIDENTIAL 12 * FRONT YARD 15'± PARCEL - MULTIFAMILY SIDE YARD REAR YARD 40% 60% 30' 10' 30' LOT COVERAGE 17.4% 57.3% 13'± 10'± * RESIDENTIAL 12 ZONING REGULATIONS UTILIZED 3,500 S.F / UNIT (MAX. 12 UNITS PER AC.) 57,279 S.F. (12 UNITS)P:\AutoCADD Projects\2022\22141-Champlain Housing Trust\1-CADD Files-22141\dwg\22141 - Site.dwg, 12/15/2022 9:58:03 AM, DWG To PDF.pc3 UP UP ROOM 13 ROOM 12 ROOM 11 ROOM 22 LAUNDRY STORAGE ROOM 14 ROOM 15 ROOM 16 ROOM 17 ROOM 18 ROOM 19 ROOM 20 ROOM 21 HALLWAY VESTIBULEOFFICE ROOM 23 ROOM 24 ROOM 25 ROOM 26 REMOVE DISHWASHER NOTE: REMOVE ALL FURNITURE DN PRESERVE EXISTING STAIR TO BASEMENT 1 1 4 1 1 2 2 4 1 1 2 5 3 3 3 3 33333333 3 3 3 1 1 1a 3 1a 1a 1a 1a 1a 2 1a CREATE OR ENLARGE FLOOR OPENING FOR CRAWL SPACE ACCESS LADDER DEMO OPENING IN EXT WALL FOR NEW DOOR TO BASEMENT ACCESS DEMO OPENING IN EXT WALL FOR NEW DOOR TO BASEMENT ACCESS CREATE OR ENLARGE FLOOR OPENING FOR CRAWL SPACE ACCESS LADDER DEMO FLOOR OPENING FOR CRAWL SPACE ACCESS DEMO EXISTING EQUIPMENT, SHELVING, ETC. 2 2 CRAWL SPACE CRAWL SPACE MECHANICAL 3 EXISTING STAIR CRAWL SPACE DEMOLITION LEGEND DEMOLISH WINDOW DEMOLISH KITCHEN CABINETS, COUTERTOP AND APPLIANCES, PRESERVE PLUMBING ROUGH IN 4 5 DEMOLISH STAIR 1 DEMOLISH WALL 2 DEMOLISH DOOR AND FRAME 3 DEMOLISH BATHROOM FIXTURE PRESERVE PLUMBING ROUGH IN 2a DEMOLISH DOOR AND FRAME, ENLARGE OPENING, COORD W/ PLAN 1a DEMOLISH OPENING IN WALL FOR NEW DOOR AND FRAME, COORD W/ PLAN 3a DEMOLISH BATHROOM FIXTURE RECONFIGURE PLUMBING ROUGH IN PER KITCHEN LAYOUT 6 5 1 1a 5a project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.2764As indicated 12/21/2022 11:47:34AMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_front building.rvtHO HUM MOTEL21-1452 JRP JLG 12/21/22 DEMOLITION PLANS -FRONT BUILDING A1.0BID / CONSTRUCTION SET 12/20/22 Enter address here- 1/8" = 1'-0"1 EXISTING FIRST FLOOR PLAN 1/16" = 1'-0"2 EXISTING BASEMENT PLAN 1/8" = 1'-0"3 ALTERNATE DEMO PLAN FOR UNITS 1,2,5 & 6 No Date Revisions T T E T C E TC E TC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETCETCOE OE ETCETCETCETCETCETC T T T T T T T T T T T T CATCH BASIN RIM = 325.2 AIRP O R T R O A D WILLISTON ROAD TO LO G W O O D S T. - > <- TO MILLS AVE. TO KENNEDY DR. -> EXIST. MOTEL BLDG. EXIST. MOTEL BLDG. EXIST. STORAGE EXIST . OFF ICE BLDG . MOOSE LODGE OFFICEPAVED PAVED PAVED PAVEDPAVEDPAVED (3 ) A /C UN ITS FENCE PALI S S A D E F E N C E STOCKAD E F E N C E CHAIN LI N K VIN Y L F E N C E CHAIN L INK STOCKADE FENCEFENCES ST ST ST ST ST ST S GOVERHANGOVERHANGOVERHANG OVERHANGT CATCH BASIN RIM = 326.1 CATCH BASIN RIM = 329.7 CATCH BASIN RIM = 329.0 SEWER MANHOLE RIM = 329.0 SEWER MANHOLE RIM = 326.5 G G G G G G G GGGG GATE GATE GATE FENCE FENCEBOLLARD (TYP.) ALUMINUM THRESHOLD EL.= 330.5 ALUMINUM THRESHOLD EL.= 330.5 ALUMINUM THRESHOLD EL.= 330.6 CATCH BASIN CATCH BASIN RIM = 328.426" PINE 42" OAK 24" OAK 36" OAK 32" OAK ALUMINUM THRESHOLD EL.= 331.6 BALCONY / O V E R H A N G BALCONY / OVERHANG ALUMINUM THRESHOLD EL.= 331.7 F.F.E.CONC. = 331.0 F.F.E.CONC. = 331.0 159'± 227'±153'± 313'±143'±CEDAR HEDGE ROW CEDAR HEDGE ROWSIGNPLANTERPLANTER CEDARS GAS METER 24" PINE GAS METER ALUMINUM THRESHOLD EL.= 331.7 8" SPRUCE 10" SPRUCE ELEC. METER ELEC. METER TEL. PED. UTILITY CABINET PLANTER OVERHANG ALUMINUM THRESHOLD EL.= 330.6 CONC. SIDEWALK CONC. SI D E W A L K ELEC. OUTLET WITH POST LIGHT WITH POSTGATECONC. WALK BELOW CONC. WALK BELOW FENC E CEDAR S CONC. n/f NFI VERMONT INC. CHAMPLAIN HOUSING TRUST, INC. n/f J. ROCK n/f S. GOLDSMITH TRUST G. ROSE TRUST n/f M. TUCO n/f 1636 WILLISTON ROAD LLC. n/f MPH SOUTH BURLINGTON PROPERTIES LLC. n/f 1633 WILLISTON LLC.n/f MCLEAN PROPERTIES LLC. n/f SUDO 7 LLC. ZONING: RESIDEN T I A L 4 COMMER C I A L 1 - R E S I D E N T I A L 1 2 COMMERCIAL 1 - RESIDENTIAL 12COMMERCIAL 1 - RESIDENTIAL 12COMMERCIAL 1 - RES IDENT IAL 12COMMERCIAL 1 - RES IDENT IAL 12 331 331 330330330 330 33 0 330 329329329 329 3293293 2 9 3 2 9 329 329 328 328 328 328 328 327 327 327 327 326 326 326 + 329.7± PROPOSED 10'x24' DUMPSTER / COMPOST ENCLOSURE SEE SHEET C3.0 PROPOSED SHORT TERM BIKE RACK EXPAND EX. CONC. PAD PROPOSED GAZEBO W/ PAD SEE DETAIL SHEET C4.0 PARKLET PROPOSED BENCHES SEE DETAIL SHEET C4.0 PROPOSED MAPLE PROPOSED HORNBEAM PROPOSED SERVICEBERRY PROPOSED SERVICEBERRY PROPOSED HORNBEAM EXISTING FENCE TO BE REMOVED EXISTING GATES AND FENCE TO BE REMOVED SNOW STORAGE AREA PROPOSED RAMP MAX. SLOPE 1:20 NEW CONC. LANDING ELEV. 330.92%EXISTING PARKING STRIPING TO BE REMOVED DSM DSM MAB 1" = 20' 22141 C2.0 04/29/2022 LOCATION MAP 1" = 2000' CHAMPLAIN HOUSING TRUST, INC. 1660 WILLISTON ROAD SOUTH BURLINGTON VERMONT 05403 "HO HUM MOTEL" PROPERTY PROPSOED CONDITIONS PLAN A C CIVIL ENGINEERING ASSOCIATES, INC. E 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com 09/08/22 DSM REVISED PROPOSED SITE PLAN 1660 WILLISTON ROAD SOUTH BURLINGTON, VT 116 2 E EXISTING FENCE EXISTING PAVEMENT EXISTING ELECTRIC EXISTING WATER IRON ROD/PIPE FOUND PROJECT LOCATION LEGEND G ST S T W EXISTING CONTOUR EXISTING CURB EXISTING GAS EXISTING STORM EXISTING GRAVITY SEWER EXISTING TELEPHONE EXISTING SEWER MANHOLE EXISTING STORM MANHOLE EXISTING CATCH BASIN EXISTING HYDRANT EXISTING SHUT OFF EXISTING UTILITY POLE EXISTING LIGHT POLE EXISTING GUY WIRE/POLE EXISTING SIGN EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE EDGE OF BRUSH/WOODS APPROXIMATE SETBACK LINE APPROXIMATE PROPERTY LINE S D T EXISTING TELEPHONE MANHOLE ZONING REQUIREMENTS: COVERAGE CATEGORY LOT BUILDING ZONING EXISTING SETBACK ZONING DISTRICT: COMMERCIAL 1 / RESIDENTIAL 12 * FRONT YARD 15'± PARCEL - MULTIFAMILY SIDE YARD REAR YARD 40% 60% 30' 10' 30' LOT COVERAGE 17.4% 57.3% 13'± 10'± * RESIDENTIAL 12 ZONING REGULATIONS UTILIZED 3,500 S.F / UNIT (MAX. 12 UNITS PER AC.) 57,279 S.F. (12 UNITS) PROPOSED 15'± 17.6% 57.8% 13'± 10'± 57,279 S.F. (10 UNITS) 1.UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED UPON OR ADJACENT TO THE SURVEYED PREMISES. EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIG SAFE (888-344-7233) PRIOR TO ANY CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATING FIRM TO LOCATE OWNER OWNED UNDERGROUND UTILITIES PRIOR TO START OF ANY EXCAVATION. 2.ALL EXISTING UTILITIES NOT INCORPORATED INTO THE FINAL DESIGN SHALL BE REMOVED OR ABANDONED AS INDICATED ON THE PLANS OR DIRECTED BY THE ENGINEER. 3.THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS (WITH TIES) FOR ALL UNDERGROUND UTILITIES. THOSE PLANS SHALL BE SUBMITTED TO THE OWNER AT THE COMPLETION OF THE PROJECT. 4.THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS (ON OR OFF THE SITE) AS A DIRECT OR INDIRECT RESULT OF THE CONSTRUCTION. 5.ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED. 6.MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY FOR COMPLETE AND OPERABLE FACILITIES AND UTILITIES. 8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ITEMS AND MATERIALS INCORPORATED INTO THE SITE WORK. WORK SHALL NOT BEGIN ON ANY ITEM UNTIL SHOP DRAWING APPROVAL IS GRANTED. 9.IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL PERMIT CONDITIONS AND ANY LOCAL PUBLIC WORKS STANDARDS. 10.THE TOLERANCE FOR FINISH GRADES FOR ALL PAVEMENT, WALKWAYS AND LAWN AREAS SHALL BE 0.1 FEET. UNLESS NOTED OTHERWISE, ALL EXISTING MANHOLE COVERS, VALVES, CURB STOPS AND OTHER ITEMS TO REMAIN SHALL BE ADJUSTED TO THE NEW FINISH GRADE. 11.ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDERED AS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 12.THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN TOWN ROAD R.O.W. WITH TOWN AUTHORITIES. 13.THE CONTRACTOR SHALL INSTALL THE ELECTRICAL, CABLE AND TELEPHONE SERVICES IN ACCORDANCE WITH THE UTILITY COMPANIES REQUIREMENTS. 14.EXISTING PAVEMENT AND TREE STUMPS TO BE REMOVED SHALL BE DISPOSED OF AT AN APPROVED OFF-SITE LOCATION. ALL PAVEMENT CUTS SHALL BE MADE WITH A PAVEMENT SAW. 15.IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ON THE ITEM IN QUESTION. 16.PROPERTY LINE INFORMATION IS APPROXIMATE AND BASED ON EXISTING TAX MAP INFORMATION. THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE. 17.IF THE BUILDING IS TO BE SPRINKLERED, BACKFLOW PREVENTION SHALL BE PROVIDED IN ACCORDANCE WITH AWWA M14. THE SITE CONTRACTOR SHALL CONSTRUCT THE WATER LINE TO TWO FEET ABOVE THE FINISHED FLOOR. SEE MECHANICAL PLANS FOR RISER DETAIL. 18.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TESTING AND INSPECTION SERVICES INDICATED IN THE CONTRACT DOCUMENTS, TYPICAL FOR CONCRETE AND SOIL TESTING. 19.THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT AND FIELD ENGINEERING REQUIRED FOR COMPLETION OF THE PROJECT. CIVIL ENGINEERING ASSOCIATES WILL PROVIDE AN AUTOCAD FILE WHERE APPLICABLE. 20.THE OWNER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ANY AND ALL SAFETY FENCES OR RAILS ABOVE EXISTING AND PROPOSED WALLS. THE OWNER SHALL VERIFY LOCAL, STATE AND INSURANCE REQUIREMENT GUIDELINES FOR THE INSTALLATION AND VERIFY ANY AND ALL PERMITTING REQUIREMENTS. GENERAL NOTES 12/14/22 DSM REVISED PER CLIENT COMMENTS P:\AutoCADD Projects\2022\22141-Champlain Housing Trust\1-CADD Files-22141\dwg\22141 - Site.dwg, 12/15/2022 7:57:37 AM, DWG To PDF.pc3 DSM DSM MAB AS SHOWN 22141 C3.0 04/29/2022 LOCATION MAP 1" = 2000' CHAMPLAIN HOUSING TRUST, INC. 1660 WILLISTON ROAD SOUTH BURLINGTON VERMONT 05403 "HO HUM MOTEL" PROPERTY SITE DETAILS A C CIVIL ENGINEERING ASSOCIATES, INC. E 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com 1660 WILLISTON ROAD SOUTH BURLINGTON, VT 116 2 PROJECT LOCATION REVISED 8/9/2015M-015aM-015a Bike rackOR APPROVED EQUAL 22"1 7/8"36"N.T.S. BIKE RACK (PARK-IT BIKE RACKS) REVISED 10/21/2019M-016M-016 BIKE RACK (PLAN VIEW)30"CL TO CL OF HOOP24" MIN.24" MIN.7.5'7.5'30" MIN.30" MIN. N.T.S. BIKE RACK (PLAN VIEW) CONC. PAD SEE BIKE RACK DETAIL PROJECT COORDINATION PART 1 - GENERAL 1.01 MEETINGS & PROJECT ACCESS A.The Owner shall be notified five (5) days prior to commencement of Work by the Contractor. B.The Contractor will coordinate with the Owner to arrange an on-site pre-construction meeting prior to commencement of any work. Job superintendents and subcontractors shall be included in this meeting. C.The Contractor will coordinate all phases of the Work, so as not to interfere with the normal work procedures in the area. D.The Contractor shall conduct his work in such a manner as to not interfere with or endanger work or traffic in areas adjacent to the construction area, except as permitted by the Owner. The Contractor shall so arrange his construction operations as to provide access for emergency vehicles and equipment to the work site at all times. 1.02 LABOR A.The Contractor and subcontractors will employ mechanics skilled in their respective trades. B.All labor will be performed in a neat and workmanlike manner. 1.03 PROTECTION OF PERSONS AND PROPERTY A.The Contractor shall be responsible for initiating, maintaining, and supervising all O.S.H.A. safety precautions in connection with the Work. B.Fire Protection: The Contractor shall take all necessary precautions to prevent fires adjacent to the Work and shall provide adequate facilities for extinguishing fires. The Contractor shall also prevent fires in project related buildings and shall prevent the spread of fires to areas outside the limits of the Work. C.Safety Precautions: Prior to commencement of Work, the Contractor shall be familiar with all safety regulations and practices applicable with construction operations. No additional payments will be made for equipment and procedures necessitated by these safety precautions. 1.04 CORRECTION OF WORK A.The Contractor shall promptly correct all Work rejected by the Owner as defective or as failing to conform to the Contract Documents. The Contractor shall bear all cost of correcting such rejected Work. 1.05 WEATHER CONDITIONS A.No Work shall be done when, in the opinion of the Owner, the weather is unsuitable. No concrete, earth backfill, embankment, or paving shall be placed upon frozen material. If there is delay or interruption in the Work due to weather conditions, the necessary precautions must be taken to bond new Work to old. B.Protection Against Water and Storm: The Contractor shall take all precautions to prevent damage to the Work by storms or by water entering the site of the Work directly or through the ground. In case of damage by storm or water, the Contractor, at his own expense, shall make repairs or replacements or rebuild such parts of the Work as the Engineer may require in order that the finished work may be completed as required by the Drawings and Specifications. 1.06 DISPOSAL OF DEBRIS A.All debris and excess materials, other than that which is authorized to be reused, become the property of the Contractor and shall be promptly removed from the property. The Contractor shall receive title to all debris and/or excess material. The Owner will not be responsible for any loss or damage to debris or excess material owned by the Contractor. 1.07 PROJECT LAYOUT A.The Contractor shall be responsible for providing all necessary survey staking. 1.Locate and protect control points before starting work on the site. 2.Preserve permanent reference points during progress of the Work. 3.Establish a minimum of two permanent benchmarks on the site, referenced to data established by survey control points. a.Record locations, with horizontal and vertical data, on Project Record Documents. 1.08 TESTING A.The Contractor is responsible for obtaining testing and inspection services. 24'-0" CONC. SLAB 23'-0"9'-0"4'-6"10'-0" CONC. SLAB9'-9"9'-9" 6" BOLLARD (TYP.)4"x6" P.T. POST (TYP.) 3'-6" 3'-6" TYP 2'-6" TYP 8'-0" OPENING 8'-0" OPENING 3'-0" OPENING FRONT ELEVATION 4"x6" P.T. POST (TYP.) FLUSH BOLTS SCREEN BOARD OR OTHER MAT'L. AS PER OWNERS REQUEST 6" CRUSHED GRAVEL AT BOTTOM OF POST CONCRETE FILL AROUND POST 6" CONCRETE PAD 8" CRUSHED GRAVEL 12" GALV. CARRIAGE BOLTS OR 34"x412" LONG GALV. LAG BOLTS BAR LATCH & BRACKETS W. PAD LOCK @ TOP LATCH4'-6"6"6"6'-0"HEAVY DUTY TEE HINGE, STANLEY #CD1291 OR APPROVED EQUAL 2"x6" P.T. GIRTS (TYP.) 5' SQ AREA NOT TO EXCEED 2% GRADE 5' DIA AREA NOT TO EXCEED 2% GRADE ACCESSIBILITY TURNAROUND DUMPSTER SLIDING ACCESS DOOR TO FACE ACCESSIBILITY AREA BETWEEN DUMPSTERS DUMPSTER ENCLOSURE - ADA N.T.S. 09/07/2022 PLAN M-010ADET-010A DUMPSTER09/08/22 DSM REVISED DETAILS CONFIRM AND COORDINATE FENCE AND GATE REQUIREMENTS WITH FENCE MANUFACTURER. DETAIL REFLECTS MINIMUM REQUIREMENTS FOR WOOD ENCLOSURE FENCE.P:\AutoCADD Projects\2022\22141-Champlain Housing Trust\1-CADD Files-22141\dwg\22141 - Site.dwg, 9/8/2022 9:13:46 AM, DWG To PDF.pc3 DSM DSM MAB NONE 22141 C4.0 04/29/2022 LOCATION MAP 1" = 2000' CHAMPLAIN HOUSING TRUST, INC. 1660 WILLISTON ROAD SOUTH BURLINGTON VERMONT 05403 "HO HUM MOTEL" PROPERTY LANDSCAPE REFERENCES AND DETAILS PROJECT LOCATION A C CIVIL ENGINEERING ASSOCIATES, INC. E 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com 1660 WILLISTON ROAD SOUTH BURLINGTON, VT 116 2 GAZABO LIKENESS PROPOSED PLANTINGS STEEL STAT OUTDOOR PARK BENCH LOCKABLE BIKE RACK N.T.S. GAZEBO PAD 12" 6" 1.5" MINUS CRUSED STONE BASE UNDISTURBED SOIL OR APPROVED COMPACTED GRANULAR FILL SEPARATION FABRIC 12" EDGE OF GAZEBO 09/08/22 DSM REVISED DETAILS P:\AutoCADD Projects\2022\22141-Champlain Housing Trust\1-CADD Files-22141\dwg\22141 - Site.dwg, 9/8/2022 9:14:08 AM, DWG To PDF.pc3 UP UP GUEST RM GUEST RMGUEST RM ACCESSIBLE GUEST RM GUEST RM GUEST RM GUEST RM GUEST RM ACCESSIBLE GUEST RM MECHANICAL LAUNDRY 2a 1a 1a NOTE: DEMO ALL BATHROOM FIXTURES, PRESERVE PLUMBING ROUGH-IN UNO. TYPICAL 2a 1a 1a EXIST RAMP DOWN 1 1 1a 1 2 NOTE: REMOVE ALL FURNITURE 2a DN DN STORAGE GUEST RMGUEST RMGUEST RMGUEST RM GUEST RM GUEST RM GUEST RM GUEST RM STORAGE 2 3 3 NOTE: DEMO ALL BATHROOM FIXTURES, PRESERVE PLUMBING ROUGH-IN UNO. TYPICAL 33 1a 1 1a 1a 1a 1a NOTE: REMOVE ALL FURNITURE DEMOLITION LEGEND 1 DEMOLISH WALL 2 DEMOLISH DOOR AND FRAME 3 DEMOLISH BATHROOM FIXTURE PRESERVE PLUMBING ROUGH IN 2a DEMOLISH DOOR AND FRAME, ENLARGE OPENING, COORD W/ PLAN 1a DEMOLISH OPENING IN WALL FOR NEW DOOR AND FRAME, COORD W/ PLAN 3a DEMOLISH BATHROOM FIXTURE RECONFIGURE PLUMBING ROUGH IN PER KITCHEN LAYOUT 1 1a 3 3a 1 21a 1a 1 3 3a 2a project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.27641/8" = 1'-0"12/21/2022 11:42:00AMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_back building.rvtHO HUM MOTEL21-1452 JRP JLG 12/21/22 DEMOLITION PLANS -BACK BUILDING A1.1BID / CONSTRUCTION SET 12/21/22 Enter address here- 1/8" = 1'-0"1 FIRST FLOOR DEMOLITION PLAN 1/8" = 1'-0"2 SECOND FLOOR DEMOLITION PLAN 1/8" = 1'-0"3 ALTERNATE DEMO PLAN FOR UNITS 12,14,16,17,19 & 20 1/8" = 1'-0"4 ALTERNATE DEMOLITION PLAN FOR UNITS 11 & 15 No Date Revisions REF.REF.REF.REF.REF.REF.REF.REF.REF. REF.REF.A3.13 A3.0 A3.1 2 1 A3.03 A3.0 2 APT #3 1-BR UNIT 370 SF APT #2 1-BR UNIT 574 SF APT #4 1-BR UNIT 535 SF APT #5 1-BR UNIT 405 SF APT #1 2-BR UNIT 800 SF APT #8 1-BR UNIT 370 SFAPT #6 1-BR UNIT 405 SF APT #7 1-BR UNIT 520 SF CRAWL SPACE ACCESS STAIR APT #9 1-BR UNIT 405 SF APT #10 1-BR UNIT 405 SF BASEMENT ACCESS BUILDING FOOTPRINT = 5,620 SF BUILDING STORAGE REPLACE ALL BATHROOM FIXTURES & ACCESSORIES, TYP. REPLACE EXISTING KITCHEN CABINETS, COUNTERS & APPLIANCES, TYPICAL A8.2 8 A8.2 13 A8.3 5 A8.2 8 A8.2 8 PROVIDE 4' - 4" (VIF) OF NEW BASE AND WALL CABINETS, AND COUNTERTOP PROVIDE NEW 2'-0" BASE CABINET WHERE DISHWASHER WAS REMOVED, MATCH EXISTING A8.2 8 OPPHOPPHA8.2 8A8.2 13 OPPH FE FE FE FE FE FE A8.0 5 FE FE A8.2 8 OPPH 102105 106 107 109110FE FE 104 A8.0 1 A8.0 3 A8.0 5 A8.2 8 A8.2 8 A8.2 8 A8.0 1 A8.2 8 A8.2 8 OPPH A8.2 8 OPPH A8.2 8 A8.0 3 A8.0 3 OPPH OPPH A8.2 8 OPPH A8.0 1 A8.0 1 OPPH INFILL WALLS WHERE DOORS AND FRAMES WERE DEMOLISHED, MATCH EXISTING, ADJACENT, 1 HR RATED CONSTRUCTION. INFILL OPENING, MATCH EXISTING, ADJACENT, 1 HR RATED CONSTRUCTION IN-FILL EXISTING FLOOR OPENING TO MATCH EXISTING ADJACENT CONSTRUCTION, TYPICAL CRAWL SPACE ACCESS 002 003 GENERAL NOTE: ASSUMED EXISTING FIRE RATED BARRIER- ENSURE COMPLETENESS OF BARRIER. WALLS MUST EXTEND TO UNDERSIDE OF DECKING, OR WALLS MUST CONNECT TO A RATED CEILING ASSEMBLY, WITH FIRE CAULKING ALONG ALL PERIMETER EDGES, PENETRATIONS, ETC.... CRAWL SPACE ACCESS PROVIDE WALL & DOOR TO ENCLOSE 2ND BEDROOM 001 INFILL WALL -MATCH EXISTING ADJACENT A8.3 10 001a101OFFICE 001 2 1 1 1 TYP. UNO 1 1 1 4 A3.0 CRAWL SPACE SLAB ON GRADE MECHANICAL / ELECTRICAL BASEMENT FOOTPRINT = 890 SF CRAWL SPACE CRAWL SPACE CRAWL SPACE CRAWL SPACE ACCESS CRAWL SPACE ACCESS CRAWL SPACE ACCESS PROVIDE VAPOR BARRIER OVER GROUND & UP INTERIOR FACE OF FROST WALLS - SEE SCHEMATIC SECTION ON A3.0 PROVIDE SPRAY FOAM ALONG RIM JOISTS, TYPICAL - SEE SCHEMATIC SECTION ON A3.0 1' 5'10' 20'40' SCALE: 1/8" = 1' -0" A8.0 3 OPPH A8.2 8 NEW 34"x80" DOORS VERTICAL BIKE STORAGE RACKS, 4 BIKE CAPACITY EACH -B.O.D: GLOBAL INDUSTRIES MODEL T9F670513, LOCKABLEMIN13' - 6"MIN5' - 0"PROVIDE INSULATED DOOR IN EXISTING R.O. PROVIDE INSULATED DOOR IN EXISTING R.O. PROVIDE WINDOW IN EXISTING R.O. PROVIDE WINDOW IN EXISTING R.O. BIKE STORAGE BUILDING STORAGE PROVIDE BLOCKING FOR BIKE RACKS 004 005 project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.2764As indicated 12/21/2022 11:47:35AMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_front building.rvtHO HUM MOTEL21-1452 JRP JLG 12/21/22 FLOOR PLANS - FRONT BUILDING A2.0BID / CONSTRUCTION SET 12/20/22 Enter address here- 1/8" = 1'-0"1 PROPOSED FIRST FLOOR PLAN 1/16" = 1'-0"2 PROPOSED BASEMENT PLAN 1/8" = 1'-0"3 ALTERNATE PLAN FOR UNITS 1,2,5 & 6 1/8" = 1'-0"4 GARAGE PLAN No Date Revisions WDWDWDREF.REF.REF. REF. REF.REF.REF. REF. REF.REF.REF.REF.APT #15 ACCESSIBLE 1-BR UNIT 580 SF APT #14 1-BR UNIT 580 SF MECHANICAL APT #13 1-BR UNIT 290 SF APT #12 1-BR UNIT 585 SF LAUNDRY UP UP APT #11 ACCESSIBLE 1-BR UNIT 580 SF EXIST RAMP DOWN REPLACE ALL BATHROOM FIXTURES & ACCESSORIES, TYP. A8.4 1 A8.4 1 A8.4 6 A8.4 6 OPPH A8.4 12 A8.4 6 NEW 36" ENTRY DOOR SLOPE DN 1:20SLOPE TOP FLUSH W/ WALKWAY EXISTING SLOPE DN4' - 0" EXISTING CONCRETE WALKWAY EXISTING SLOPE DN EXISTING STEP DOWN 4' - 0"SLOPE DN 1:20115a 115b114a 111a 112a A8 0 3 A8.4 6 A8.4 6 OPPH OPPH A8.4 6 A8.4 6 OPPH A8.1 1 A8 0 3 OPPH 002 111b A8 0 3 113aOPPH A8.1 1 OPPH TOP LANDING FLUSH W/ WALKWAY BOTTOM FLUSH W/ PAVEMENT BOTTOM FLUSH W/ PAVEMENT NEW SLOPED WALKWAY NEW SLOPED WALKWAY GENERAL NOTE: ASSUMED EXISTING FIRE RATED BARRIER- ENSURE COMPLETENESS OF BARRIER. WALLS MUST EXTEND TO UNDERSIDE OF DECKING, OR WALLS MUST CONNECT TO A RATED CEILING ASSEMBLY, WITH FIRE CAULKING ALONG ALL PERIMETER EDGES, PENETRATIONS, ETC.... CRAWL SPACE ACCESS STAIR 5 A3.2 2 TYP UNO ONE SIDED PARTITIONS AT SHOWERS APT #20 1-BR UNIT 630 SF STORAGE APT #19 1-BR UNIT 630 SF APT #17 1-BR UNIT 630 SF STORAGE APT #16 1-BR UNIT 630 SF DN DN REPLACE ALL BATHROOM FIXTURES & ACCESSORIES, TYP. A8.4 6 OPPH A8.4 6 A8.4 6 OPP A8.4 6 A8.4 6 A8.4 6 OPPH A8.4 6 A8.1 3 A8.4 6 OPP OPPH A8.4 6 A8.4 6 APT #18 1-BR UNIT 770 SF 216a 217a 218a 219a 220a A8.1 3 OPPH A8.1 3 OPPH A8.1 3 A8.1 3 OPPH 5 A3.2 A8.1 3 NEW 34" x 80" TYPE 2 DOORS NEW BATHROOM FIXTURES & ACCESSORIES INFILL BETWEEN EXISTING WALLS TO MATCH CONNECT NEW SINK TO RECONFIGURED EXISTING PLUMBING A8.4 6 SIMILAR PROVIDE 2x5 (CLEAR) CLOSET W/ CASED OPENING AND CLOSET ROD & SHELF A8.1 1 A8.4 1 OPPH NEW 36" x 80" TYPE 2 DOORS NEW BATHROOM FIXTURES & ACCESSORIES CONNECT NEW SINK TO RECONFIGURED EXISTING PLUMBING SLAB ON GRADE SLAB ON GRADE CRAWL SPACE CRAWL SPACE CRAWL SPACE ACCESS STAIR PROVIDE VAPOR BARRIER OVER GROUND & UP INTERIOR FACE OF FROST WALLS - SEE SCHEMATIC SECTION ON A3.2 PROVIDE SPRAY FOAM ALONG RIM JOISTS, TYPICAL - SEE SCHEMATIC SECTION ON A3.2 project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.2764As indicated 12/21/2022 11:42:02AMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_back building.rvtHO HUM MOTEL21-1452 JRP JLG 12/21/22 FLOOR PLANS - BACK BUILDING A2.1BID / CONSTRUCTION SET 12/21/22 Enter address here- 1/8" = 1'-0"1 FIRST FLOOR PLAN - PROPOSED 1/8" = 1'-0"2 SECOND FLOOR PLAN - PROPOSED 1/8" = 1'-0"4 ALTERNATE PLAN FOR UNITS 12,14,16,17,19 & 20 1/8" = 1'-0"3 ALTERNATE PLAN FOR UNITS 11 & 15 1/16" = 1'-0"5 CRAWL SPACE PLAN No Date Revisions FIRST FLOOR 0" BASEMENT -8' -0" EXISTING EXTERIOR WALLS, ROOF, DOORS AND WINDOWS TO REMAIN, UNO, TYPICAL 4 A3.0 FIRST FLOOR 0" BASEMENT -8' -0" INFLL SIDING AT REMOVED DOOR DOOR & SIDELIGHTS WHERE EXISTING DOUBLE DOOR REMOVED LOWER FIRST FLOOR -1' -2" A3.0 4 FIRST FLOOR 0" FIRST FLOOR 0" PROVIDE SPRAY FOAM ALONG RIM JOISTS PROVIDE VAPOR BARRIER OVER GROUND & UP INTERIOR FACE OF FROST WALLS EXISTING CEILING EXISTING ORIGINAL ROOF STRUCTURE - INSPECT TO CONFIRM INTACT WITH NO HOLES, GAPS, PENETRATIONS, ETC. - SERVING AS AIR BARRIER EXISTING ROOF OVERBUILD EXISTING CAVITY INSULATION BLOWN-IN CELLULOSE INSULATION EXISTING RIDGE VENT WORK SCOPE AT EAVES: 1. REMOVE VENTED VINYL SOFFIT TO ACCESS ORIGINAL ROOF STRUCTURE 2. REMOVE SOFFIT TRIM FROM ORIGINAL SOFFIT EXTENSION TO EXPOSE JOIST CAVITY 3. SPRAY FOAM SEAL RAFTER CAVITY AFTER BLOCKING ORIGINAL JOIST AREA 4. INSTALL BAFFLE AT NEW RAFTER - ALIGN W/ EXTERIOR WALL 5. INSTALL BLOWN-IN CELLULOSE INSULATION IN ATTIC (R-60) 6. REINSTALL VENTED VINYL SOFFIT project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.2764As indicated 12/21/2022 11:47:36AMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_front building.rvtHO HUM MOTEL21-1452 JRP JLG 12/21/22 EXT. ELEVATIONS & SCHEMATIC SECTION -FRONT BUILDING A3.0BID / CONSTRUCTION SET 12/20/22 Enter address here- 1/8" = 1'-0"1 SOUTH ELEVATION 1/8" = 1'-0"3 EAST ELEVATION 1 1/8" = 1'-0"2 WEST ELEVATION 1 1/4" = 1'-0"4 SCHEMATIC BUILDING SECTION No Date Revisions FIRST FLOOR 0" ROOF 9' -4" EXISTING EXTERIOR WALLS, ROOF, DOORS AND WINDOWS TO REMAIN, UNO, TYPICAL 4 A3.0 FIRST FLOOR 0" ROOF 9' -4" BASEMENT -8' -0" ACCESS DOOR TO BASEMENT CRAWL SPACE FIRST FLOOR 0" ROOF 9' -4" BASEMENT -8' -0" ACCESS DOOR TO BASEMENT CRAWL SPACE project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.27641/8" = 1'-0"12/21/2022 11:47:38AMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_front building.rvtHO HUM MOTEL21-1452 JRP JLG 12/21/22 EXTERIOR ELEVATIONS - FRONT BUILDING A3.1BID / CONSTRUCTION SET 12/20/22 Enter address here- 1/8" = 1'-0"1 NORTH ELEVATION 1/8" = 1'-0"2 WEST ELEVATION 2 1/8" = 1'-0"3 EAST ELEVATION 2 No Date Revisions FIRST FLOOR 0" SECOND FLOOR 10' -0" ROOF 19' -0" 5 A3.2 INFILL SIDING WHERE DOOR REMOVED -MATCH ADJACENT FIRST FLOOR 0" SECOND FLOOR 10' -0" ROOF 19' -0" REPLACE ENTRY DOOR TO NEW LAUNDRY ROOM FIRST FLOOR 0" SECOND FLOOR 10' -0" ROOF 19' -0" EXISTING EXTERIOR WALLS, ROOF, DOORS AND WINDOWS TO REMAIN, UNO, TYPICAL 5 A3.2 FIRST FLOOR 0" SECOND FLOOR 10' -0" ROOF 19' -0" PROVIDE VAPOR BARRIER OVER GROUND & UP INTERIOR FACE OF FROST WALLS PROVIDE SPRAY FOAM ALONG RIM JOISTS, TYP. SCOPE AT 2ND FLOOR OVERHANG: 1. DEMO PLYWOOD CEILING TO ACCESS JOIST CAVITIES 2. FILL EACH JOIST CAVITY WITH SPRAY FOAM INSULATION 3. REPLACE PLYWOOD CEILING - MATCH EXISTING FINISH EXISTING CAVITY INSULATION, TYP. EXISTING ROOF TRUSS EXISTING ORIGINAL ROOF FRAMING EXISTING 2ND FLOOR OVERBUILD EXISTING CEILING FRAMING GRAWL SPACE EXISTING RIDGE VENT EXISTING VENT BAFFLE EXISTING BATT INSULATION TO BE REMOVED SCOPE AT EAVES: 1. REMOVE VENTED SOFFIT (PLYWOOD CEILING AT FRONT) 2. PROVIDE BAFFLE AT TOP OF WALL, BETWEEN EACH TRUSS, TO CONTAIN INSULATION NOTE: MAINTAIN INTEGRITY OF VENT BAFFLE, PROVIDE AS NEEDED 3. PROVIDE 1" SPRAY FOAM OVER CEILING -TO SERVE AS AIR BARRIER (METHOD CAN BE DISCUSSED) 4. PROVIDE BLOWN-IN CELLULOSE INSULATION (R-60) 5. REPLACE VENTED SOFFIT / PLYWOOD CEILING project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.2764As indicated 12/21/2022 11:42:05AMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_back building.rvtHO HUM MOTEL21-1452 JRP JLG 12/21/22 EXT. ELEVATIONS & SCHEMATIC SECTION -BACK BUILDING A3.2BID / CONSTRUCTION SET 12/21/22 Enter address here- 1/8" = 1'-0"3 North 1/8" = 1'-0"1 East 1/8" = 1'-0"2 South 1/8" = 1'-0"4 West 1/4" = 1'-0"5 SCHEMATIC BUILDING SECTION No Date Revisions REF.REF. PLAM WALL CABINETS PLAM COUNTERTOP PLAM BASE CABINETS RANGE, OFCI RANGE HOOD LIGHT VALANCE EXISTING GWB WALL 4 A9.0 6 A9.0 SIM, BASE PER SIM, BASE PER /8 A9.0 /8 A9.0 2" FILLER 2' - 6" 1" END PNL 2' - 0" 1" END PNL 2' - 6" 2" FILLER 3"2' - 6"2' - 0"2' - 6"3" 1" END PANELS 6 A9.0 4 A9.0 RANGE HOOD LIGHT VALANCE 1"2' - 6"1" RANGE 2' - 0"1"2' - 6" 1" REF 2' - 9" /8 A9.0 SIM, BASE PER /8 A9.0 WALL MOUNTED FIRE EXTINGUISHER WALL BASE REMOVABLE PLAM BASE CABINET 1" END PANELS PLAM WALL CABINETS REMOVABLE PLAM SINK BASE CABINET RANGE, OFCI 1" END PANELS REFRIGERATOR, OFCI EXISTING GWB WALL SIM, BASE PER 2' - 6"2' - 0"2' - 6"2' - 11" LINE OF WALL 3' - 0"1' - 6"2' - 6"NEW GWB WALLS EXISTING GWB WALLS REFRIGERATOR, OFCI WALL BASE 3' - 0"1' - 6"2' - 6"A8.0 2 WALL MOUNTED FIRE EXTINGUISHER RANGE, OFCI 7' - 4" WALL MOUNTED FIRE EXTINGUISHER PLAM WALL CABINETS PLAM COUNTERTOP REMOVABLE PLAM SINK BASE CABINET RANGE, OFCI RANGE HOOD EXISTING GWB WALL WALL BASE 2' - 6"1' - 6"3' - 0"1" 2' - 6" 1" 2' - 0" 1" 2' - 6" 1" LIGHT VALANCE REMOVABLE PLAM BASE CABINET 1" END PANELS 1" END PANELS 6 A9.0 4 A9.0 SIM, BASE PER SIM, BASE PER/8 A9.0 /8 A9.0 A8.04 WALL MOUNTED FIRE EXTINGUISHER RANGE, OFCI 10' - 1"REFRIGERATOR, OFCI A8.06 7 WALL MOUNTED FIRE EXTINGUISHER EXISTING, VIF7' - 6"project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.27641/2" = 1'-0"12/21/2022 11:47:39AMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_front building.rvtHO HUM MOTEL21-1452 JRP JLG 12/21/22 ENLARGED PLANS AND INTERIOR ELEVATIONS A8.0BID / CONSTRUCTION SET 12/20/22 Enter address here- 1/2" = 1'-0"6 ADAPTABLE KITCHEN TYPE C ELEVATION 1 1/2" = 1'-0"4 ADAPTABLE KITCHEN TYPE B ELEVATION NOTE: WHERE EVER POSSIBLE, REUSE EXISTING PLUMBING AND ELECTRICAL. IN BATHROOMS, NEW FIXTURES WILL BE LOCATED WHERE EXISTING FIXTURES WHERE REMOVED. 1/2" = 1'-0"7 ADAPTABLE KITCHEN TYPE C ELEVATION 2 1/2" = 1'-0"1 ADAPTABLE KITCHEN TYPE A PLAN 1/2" = 1'-0"2 ADAPTABLE KITCHEN TYPE A ELEVATION 1/2" = 1'-0"3 ADAPTABLE KITCHEN TYPE B PLAN 1/2" = 1'-0"5 ADAPTABLE KITCHEN TYPE C PLAN No Date Revisions REF.REF.A8.1 2 2' - 10"REFRIGERATIOR, OFCI CLEAR KNEE SPACE RANGE, OFCI PLAM APRON CLEAR KNEE SPACE W/ ANGLED PLAM PANEL PLAM APRON PLAM WALL CABINETS PLAM BASE CABINET RANGE HOOD 2' - 9" 1" END PNL 2' - 6" CLR 1" END PNL 2' - 0" 1" END PNL 3' - 0" CLR 1' - 0" 2' - 11"2' - 6"2' - 0" WALL BASE 7 A9.0 5 A9.0 SIM FIRE EXTINGUISHER1' - 3"A8.1 4 2' - 9"2' - 6"2' - 0"2' - 6"2' - 6"1' - 6"3' - 0"RANGE HOOD LIGHT VALANCE REFRIGERATOR, OFCI WALL BASERANGE, OFCI PLAM WALL CABINETS PLAM BASE CABINETS FIRE EXTINGUISHER project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.27641/2" = 1'-0"12/21/2022 11:42:05AMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_back building.rvtHO HUM MOTEL21-1452 JRP JLG 12/21/22 ENLARGED PLANS AND INTERIOR ELEVATIONS A8.1BID / CONSTRUCTION SET 12/21/22 Enter address here- 1/2" = 1'-0"1 ACCESSIBLE KITCHEN PLAN 1/2" = 1'-0"2 ACCESSIBLE KITCHEN ELEVATION 1/2" = 1'-0"3 VISITABLE KITCHEN PLAN 1/2" = 1'-0"4 VISITABLE KITCHEN ELEVATION No Date Revisions A8.2 7 4 5 6 A8.2 9 10 11 12 SURFACE MOUNT MEDICINE CABINET EXISTING WALLS EXISTING DOOR COORINATE LOCATION OF NEW TOILET WITH EXISTING PLUMBING SURFACE MOUNTED MIRRORED MEDICINE CABINET, CENTER ON SINK SINK W/ INSULATED PIPING TOILET WALL BASE EXISTING GWB WALL VANITY LIGHT EXISTING WINDOW & TRIM EXISTING GWB WALL TOILET TP HOLDER WALL BASE TUB / SHOWER UNIT TOWEL BAR 3' - 6"TUB / SHOWER UNIT ROBE HOOK MEDICINE CABINET WALL MOUNTED SINK SHOWER CURTAIN ROD EQ EQ 5' - 0"DOOR IN OPEN POSITION EXISTING GWB WALL EXISTING WINDOW & TRIM TP HOLDER SINK W/ INSULATED PIPING WALL BASE TOWEL RODSURFACE MOUNTED MIRRORED MEDICINE CABINET, CENTER ON SINK VANITY LIGHT 3' - 6"ROBE HOOK TUB / SHOWER UNIT WALL BASE SHOWER CURTAIN ROD EQEQ 5' - 0"DOOR IN OPEN POSITION project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.27641/2" = 1'-0"12/21/2022 11:47:40AMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_front building.rvtHO HUM MOTEL21-1452 JRP JLG 12/21/22 ENLARGED PLANS AND INTERIOR ELEVATIONS A8.2BID / CONSTRUCTION SET 12/20/22 Enter address here- 1/2" = 1'-0"8 TYPE A BATHROOM PLAN 1/2" = 1'-0"13 TYPE B BATHROOM PLAN 1/2" = 1'-0"7 TYPE A BATHROOM ELEVATION 4 1/2" = 1'-0"4 TYPE A BATHROOM ELEVATION 1 1/2" = 1'-0"5 TYPE A BATHROOM ELEVATION 2 1/2" = 1'-0"6 TYPE A BATHROOM ELEVATION 3 1/2" = 1'-0"9 TYPE B BATHROOM ELEVATION 1 1/2" = 1'-0"10 TYPE B BATHROOM ELEVATION 2 1/2" = 1'-0"11 TYPE B BATHROOM ELEVATION 3 1/2" = 1'-0"12 TYPE B BATHROOM ELEVATION 4 NOTE: WHERE EVER POSSIBLE, REUSE EXISTING PLUMBING AND ELECTRICAL. IN BATHROOMS, NEW FIXTURES WILL BE LOCATED WHERE EXISTING FIXTURES WHERE REMOVED. No Date Revisions A8.3 1 2 3 4 EXISTING GWB WALLS ROBE HOOK TUB / SHOWER UNIT TP HOLDER TOILET WALL BASE DOOR IN OPEN POSITION EQ EQ 5' - 0"SINK W/ INSULATED PIPING WALL BASE TUB/ SHOWER UNIT EXISTING GWB WALL TOWEL BAR SURFACE MOUNTED MEDICINE CABINET, CENTER ON SINK SHOWER CURTAIN ROD 3' - 6"VANITY LIGHT WALL BASE EXISTING WINDOW REPLACE WD TRIM W/ PVC TRIM A8.3 8 6 79 7' - 6" MIN CLEAR 6' - 5" MIN CLEAR4"(MIN 48")± 4' - 6" CLEARCLR 2' - 0" CLOSET ROD & SHELF LINE OF CONCRETE WALL BELOW -T.O.W. APPROX 1'-2" AFF EXIST CONC WALL - CARRY DRYWALL DOWN TO FLOOR2' - 10"3' - 0"3' - 4" MAX2' - 0" 1' - 6" 1' - 0" 3' - 0"3' - 0"ADD ALTERNATE: ACT CEILING AT 8' AFF VANITY LIGHT MIRROR ADA FAUCET ADA SINK W/ INSULATED PIPING TOILET -FLUSH CONTROLS TO BE ON THE SINK SIDE GRAB BAR -PROVIDE SOLID BLOCKING BEHIND WALL BASE DOOR IN OPEN POSITION DOOR STOP WALL BASE EQEQ 4' - 0"ROBE HOOK WALL BASE EXIST CONC WALL - CARRY DRYWALL DOWN TO FLOOR 3' - 0"WD TRIM GRAB BAR -PROVIDE SOLID BLOCKING BEHIND TOILET WALL BASE TOILET PAPER DISPENSER8"2' - 0"project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.27641/2" = 1'-0"12/21/2022 11:47:41AMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_front building.rvtHO HUM MOTEL21-1452 JRP JLG 12/21/22 ENLARGED PLANS AND INTERIOR ELEVATIONS A8.3BID / CONSTRUCTION SET 12/20/22 Enter address here- 1/2" = 1'-0"5 TYPE C BATHROOM PLAN 1/2" = 1'-0"1 TYPE C BATHROOM ELEVATION 1 1/2" = 1'-0"2 TYPE C BATHROOM ELEVATION 2 1/2" = 1'-0"3 TYPE C BATHROOM ELEVATION 3 1/2" = 1'-0"4 TYPE C BATHROOM ELEVATION 4 1/2" = 1'-0"10 OFFICE BATHROOM PLAN No Date Revisions A8.4 5 2 3 4 ADA TOILET GRAB BARS ON 3 SIDES OF SHOWER UNIT ADA SINK RELOCATE EXISTING DOOR - INFILL WALL ADA ROLL-IN SHOWER UNITTP HOLDER GRAB BARS NEW WALL FOR DEEPER ADA SHOWER UNIT GRAB BAR TOWEL BAR ADA SHOWER CONTROLS 2' MIN ADA ROLL-IN SHOWER UNIT W/ ADJUSTABLE SHOWER HEAD (PROVIDE REMOVABLE BENCH) BLOCKING AND GRAB BAR SHOWER CURTAIN ROD DOOR STOP DOOR IN OPEN POSITION ROBE HOOK SURFACE MOUNTED MEDICINE CABINET 4' - 0"ADA SINK W/ INSULATED PIPING EQEQ 3' - 4"EXISTING GWB WALLS GRAB BAR BLOCKING FOR GRAB BAR WALL BASE ADA TOILET - FLUSH CONTROLS TO BE ON THE SINK SIDE3' - 0"3' - 4" MAX2' - 10"3' - 0"1' - 0" 3' - 0" 1' - 6"1' - 6" 2' - 0" VANITY LIGHT MIRROR EXISTING GWB WALL GRAB BAR TOILET PAPER HOLDER WALL BASE BLOCKING FOR GRAB BAR GRAB BAR AS TOWEL BAR 4' - 6" 1' - 0"3' - 0"4' - 0"2' - 0" 8"2' - 0"PROVIDE REDUCER STRIP OR FEATHER FLOORING UNDERLAYMENT TO PROVIDE ADA COMPLIANT THRESHOLD -COORD W/ SHOWER MODEL SHOWER CURTAIN ROD A8.4 11 10 9 8 EXISTING EXTERIOR WALL TOILET MIRRORED MEDICINE CABINETTUB/ SHOWER UNIT A8.4 7 TP HOLDER EXISTING CLOSET ROD & SHELF EXISTING CEILING EXISTING WALL TUB / SHOWER UNIT SHOWER CURTAIN ROD ROBE HOOK 4' - 0"EQ EQ WALL BASE TOILET EXISTING CEILING EXISTING WALL TUB/ SHOWER UNIT SHOWER CURTAIN ROD TOILET PAPER HOLDER DOOR STOP DOOR IN OPEN POSITION SURFACE MOUNTED MEDICINE CABINET, CENTER ON SINK PLAM COUNTER W/ INTEGRAL BACKSPLASH WD VALANCE TOILET EXISTING EXTERIOR WALL EXISTING INTERIOR WALLS SINK TP HOLDER TOWEL BAR A8.4 15 A8.4 13 16 14 TOILET TP HOLDER SINK W/ INSULATED PIPING SURFACE MOUNTED MEDICINE CABINET, CENTER ON SINK WALL BASE EXISTING WALL CHANGE IN PLANE VANITY LIGHT TOWEL ROD 3' - 6"TUB / SHOWER UNIT DOOR STOP SHOWER CURTAIN ROD DOOR IN OPEN POSITION ROBE HOOK EXISTING WALL WALL BASE EQEQ 5' - 0"project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.27641/2" = 1'-0"12/21/2022 11:42:07AMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_back building.rvtHO HUM MOTEL21-1452 JRP JLG 12/21/22 ENLARGED PLANS AND INTERIOR ELEVATIONS A8.4BID / CONSTRUCTION SET 12/21/22 Enter address here- 1/2" = 1'-0"1 ACCESSIBLE BATHROOM PLAN 1/2" = 1'-0"5 ACCESSIBLE BATHROOM ELEVATION 1 1/2" = 1'-0"4 ACCESSIBLE BATHROOM ELEVATION 2 1/2" = 1'-0"3 ACCESSIBLE BATHROOM ELEVATION 3 1/2" = 1'-0"2 ACCESSIBLE BATHROOM ELEVATION 4 1/2" = 1'-0"6 TYPE F BATHROOM PLAN 1/2" = 1'-0"11 TYPE F BATHROOM ELEVATION 1 1/2" = 1'-0"10 TYPE F BATHROOM ELEVATION 2 1/2" = 1'-0"9 TYPE F BATHROOM ELEVATION 3 1/2" = 1'-0"8 TYPE F BATHROOM ELEVATION 4 1/2" = 1'-0"7 TYPE F BATHROOM ELEVATION 5 1/2" = 1'-0"12 TYPE G BATHROOM PLAN 1/2" = 1'-0"16 TYPE G BATHROOM ELEVATION 1 1/2" = 1'-0"15 TYPE G BATHROOM ELEVATION 2 1/2" = 1'-0"14 TYPE G BATHROOM ELEVATION 3 1/2" = 1'-0"13 TYPE G BATHROOM ELEVATION 4 No Date Revisions VARIES - SEE ELEVATIONSVARRIES - SEE ELEVATIONSWALL BASE 2x4 WD BLOCKING ADJ. SHELVING, TYP. DOOR PULL STEEL DRAWER SLIDES DRAWER PULL RADIUS COUNTER EDGES COUTNERTOP + BACKSPLASH 4"2' - 1" TYP. 1' - 0" DOOR PULL ADJ. SHELVING 2' - 6"TYPICAL TO TOP OF CABINETS7' - 0"DOOR FRONTS DOOR FRONT1' - 3"4"WOOD VALANCE UNDER CABINET LED STRIP TYPICAL TO TOP OF CABINETS7' - 0"4" WALL BASE CASEWORK BEYOND 1x COUNTER SUPPORT LEDGER INSULATED PIPING DROP IN SINK SKIRT BOARD COUNTER TOP + BACKSPLASH RADIUS COUNTER EDGES 1' - 2"REMOVABLE PANEL POST + CLIP 5 1/2"2' - 3"1 1/2"1" BLOCKING AS REQ'D 9"11" 8" HATCHED AREA = REQURIED ADA KNEE & TOE CLEARANCE BELOW COUNTER 2' - 10"4"WALL BASE HATCHED AREA = REQURIED ADA KNEE & TOE CLEARANCE BELOW COUNTER RADIUS EDGES COUTNERTOP W/ BACKSPLASH 4"2' - 10"2' - 1"2' - 3" MIN7" MAXAPRON DROP IN SINK 2' - 1"COUNTER TOP & BACKSPLASH 1 1/2"3' - 0"4"WALL BASE 2x4 WD BLOCKING DOOR FRONTS DOOR PULL 1' - 3"4"WOOD VALANCE UNDER CABINET LED STRIP DOOR FRONT DOOR PULL WALL CABINET NOTE: WALL CABINETS NOT REQUIRED WHERE SINK IS UNDER A WINDOW 7' - 0"H.C. UNITS 54" MAX. A.F.F. FOR SIDE APPROACH CLOSETSNOTES: 1. CLOSETS WIDER THAN 48" INSIDEPROVIDE SHELF AND CLOSET ROD BRACKETS 2. PROVIDE SUBITTAL FOR SHELVING SYSTEMS 3. PROVIDE BLOCKING VINYL COATED OPEN MESH CLOSET SHELVING SYSTEM INSTALL PER MFG. INSTRUCTIONS H.C. UNITS 48" MAX. A.F.F. FOR FRONT APPROACH CLOSETS1' - 2"5' - 8" AFF, TYP.NOTES: 1. CLOSETS WIDER THAN 48" INSIDE PROVIDE SHELF AND CLOSET ROD BRACKETS 2. PROVIDE SUBMITTAL FOR SHELVING SYSTEMS 3. PROVIDE BLOCKING VINYL COATED OPEN MESH CLOSET SHELVING SYSTEM INSTALL PER MFG. INSTRUCTIONS 1' - 3" MIN.1' - 0"1' - 0"9"1' - 2"4' - 0" MAX.NOTES: 1. CLOSETS WIDER THAN 48" INSIDE PROVIDE SHELF AND CLOSET ROD BRACKETS 2. PROVIDE SUBMITTAL FOR SHELVING SYSTEMS 3. PROVIDE BLOCKING VINYL COATED OPEN MESH CLOSET SHELVING SYSTEM INSTALL PER MFG. INSTRUCTIONS 1' - 4"1' - 2"1' - 0"1' - 0"1' - 0"1' - 2" COUNTERTOP & BACKSPLASH 3" SUPPORT MATCH CABINET FINISHES REMOVABLE CABINET FACADE MATCH ADJACENT CABINET FINISHES 3/4" MDO PLYWD REMOVABLE BASE REMOVABLE BLOCKINGREMOVABLE FINISHED BASE METAL CORNER BRACKET NOTES: 1. ALL FINISHES TO EXTEND UNDER CABINET SO AS TO CREATE A FINISHED ENTITY WHEN CABINET IS REMOVED. 2. PROVIDE AND INSTALL WOOD SUPPORT BRACKET IN VANITY CABINETS. LOCATION TO BE COORDINATED IN THE SHOP DRAWINGS. PAINTED DRYWALL 4"VARIES - SEE ELEVATIONS2' - 1"project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.27641 1/2" = 1'-0"12/21/2022 11:47:41AMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_front building.rvtHO HUM MOTEL21-1452 JRP JLG 12/21/22 INTERIOR DETAILS A9.0BID / CONSTRUCTION SET 12/20/22 Enter address here- 1 1/2" = 1'-0"6 TYPICAL BASE AND UPPER CABINETS 1 1/2" = 1'-0"5 ACCESSIBLE SINK BASE CABINET 1 1/2" = 1'-0"7 OPEN WORKSPACE 1 1/2" = 1'-0"4 TYPICAL SINK BASE CABINET 1 1/2" = 1'-0"1 CLOSET SHELVING - TYPICAL SINGLE SHELF + ROD 1 1/2" = 1'-0"2 CLOSET SHELVING - ACCESSIBLE MULTIPLE SHELF CLOSETS 1 1/2" = 1'-0"3 CLOSET SHELVING - TYPICAL MULTIPLE SHELF CLOSETS 1 1/2" = 1'-0"8 KNOCK DOWN BASE CABINET No Date Revisions DOOR TYPES PER SCHEDULE PER SCHEDULE2 FLUSH (F) 1 6-PANEL (6P) 6"6" PER SCHEDULE 6"8"PER SCHEDULE3 FULL GLASS (FG) PER SCHEDULE PER SCHEDULEproject name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.2764As indicated 12/21/2022 11:47:42AMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_front building.rvtHO HUM MOTEL21-1452 JRP JLG 12/21/22 DOOR SCHEDULES A11.0BID / CONSTRUCTION SET 12/20/22 Enter address here- DOOR SCHEDULE LOCATION DOOR RATING HDWR SET REMARKSDOOR No. TYP MAT'L WIDTH HEIGHT THK Glazing 001 3 FIBERGLASS 3' - 0" 6' - 8" 1 3/4" FG N/A ENTRY MATCH EXISTING DOOR HEIGHT; PROVIDE CLOSER, WEATHERSTRIPPING & ADA THERMALLY BROKEN THRESHOLD 001a 2 WD 3' - 0" 6' - 8" 1 3/8" - N/A PRIVACY PROVIDE CLOSER 002 1 FIBERGLASS 3' - 0" 6' - 8" 1 3/4" - N/A STOREROOM PROVIDE CLOSER, WEATHERSTRIPPING & THERMALLY BROKEN THRESHOLD 003 1 FIBERGLASS 3' - 0" 6' - 8" 1 3/4" - N/A STOREROOM PROVIDE CLOSER, WEATHERSTRIPPING & THERMALLY BROKEN THRESHOLD 004 3 FIBERGLASS 3' - 0" 6' - 8" 1 3/4" - N/A STOREROOM PROVIDE CLOSER, WEATHERSTRIPPING & ADA THERMALLY BROKEN THRESHOLD 005 2 FIBERGLASS 3' - 0" 6' - 8" 1 3/4" - N/A STOREROOM PROVIDE CLOSER, WEATHERSTRIPPING & ADA THERMALLY BROKEN THRESHOLD 101 2 WD 2' - 6" 6' - 8" 1 3/8" - N/A PASSAGE MAXIMIZE DOOR WIDTH IN AVAILABLE OPENING 102 2 WD 3' - 0" 6' - 8" 1 3/8" - N/A PASSAGE 104 2 WD 3' - 0" 6' - 8" 1 3/8" - N/A PASSAGE 105 2 WD 3' - 0" 6' - 8" 1 3/8" - N/A PASSAGE 106 2 WD 3' - 0" 6' - 8" 1 3/8" - N/A PASSAGE 107 2 WD 3' - 0" 6' - 8" 1 3/8" - N/A PASSAGE 109 2 WD 3' - 0" 6' - 8" 1 3/8" - N/A PASSAGE 110 2 WD 3' - 0" 6' - 8" 1 3/8" - N/A PASSAGE - FRONT BUILDING - BACK BUILDING No Date Revisions