Loading...
HomeMy WebLinkAboutZP-23-040 - 0073-0071 Elm Street 2/13/20231 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): $_______________________________ 7. BUILDING footprint – i.e. size in sq. ft. of main floor of house and all attached and detached structures including enclosed breezeways, garages, and sheds (describe): Existing:______________________ Proposed:_______________________ __________________________________________________________________________________________________ 8. TOTAL impervious surfaces on site (i.e. Building footprint PLUS size in s.f. of driveways, patios, decks) Existing:______________________ Proposed:_______________________ 9. ATTACH SKETCH PLAN OR SITE PLAN Complete the following only if the project involves changes to the dimensions of your building or other site changes (ie, not interior renovations or roof / window / deck replacement) ZP-23-040 01/27/2023 2,619.50 SEQ duplex #SD-17-14 08/01/2017 02/13/2023 03/01/2023 02/12/2024 (Acting) Property Owners Name:Spear Meadows, Inc. Property Location:71-73 Elm Street (SM42-SM43) Amount:8,440.78 Payment Type:ck#5802, 5803 Date:1/31/2023 5804, 5805 Code Zoning Permit (New Residential)ZP-23-040 zp Recording fee 13.00$ plus addition/alteration cost 5.00$ per $1,000 project cost -$ OR: plus 4230 0.45$ per sq. ft. 1,903.50$ plus 2515 0.20$ per sq. ft. 503.00$ plus 4 50.00$ per bay 200.00$ plus After-the fact of 50% [no NOV] or 100% [NOV] -$ Zoning Permit Total 2,619.50$ Sewer Allocation Fee WWA-23-###204 g.p.d x 13.45$ -$ Bartlett Bay n/a paid in full Airport Parkway Recreation Impact Fee #220 $1,665.08 /unit 3,330.16$ South Village Recreation Impact Fee #243 /unit -$ Road Impact Fee #221 $635.76 /unit 1,271.52$ Fire Impact Fee #203 /unit -$ Police Impact Fee #222 $496.80 /unit 993.60$ Dorset Street Waterline Fee #230 /unit -$ Impact Fee Administrative Fee tbd $100.00 /per application 100.00$ Sewer Connection Inspection WW-23-14 ww 63.00$ /per unit 126.00$ WW-23-15 Total (Impact Fees + Permit) 8,440.78$ Planning & Zoning Invoice Residential Impact & Permit Fees garage bay(s) at Amount Due sq. ft building at sq. ft unfinished basement at A0.0 COVER SHEET AND SHEET INDEX 01/23/2023 - PERMIT SETCOBU ARCHITECTURESTUDIO 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 MODIFIED BY:AJ DRAWN BY:AR PROJECT:SF21-205 REVISIONS:SPEAR MEADOWLOTS 42 & 43 - DUPLEXESSOUTH BURLINGTON, VERMONT 054034076 Shelburne Road, Suite 6Shelburne, Vermont 05482P. 802.985.5722CHECKED BY:AR ISSUE DATE:01/23/2023 SHEET INDEX A0.0 COVER, INDEX, PROJECT INFORMATION A0.2 GENERAL NOTES A0.3 ACCESSIBILITY NOTES - WINDOW SCHEDULE AA1.1 ASSEMBLY FOUNDATION PLAN AA2.1 ASSEMBLY MAIN FLOOR PLAN AA2.2 ASEEMBLY UPPER FLOOR PLAN AA2.3 ASSEMBLY ROOF PLAN AA3.1 ASSEMBLY ELEVATIONS AA3.2 ASSEMBLY ELEVATIONS S1.1 ASSEMBLY FIRST FLOOR FRAMING PLAN S2.1 ASSEMBLY UPPER FLOOR/ROOF FRAMING PLAN S2.2 ASSEMBLY ROOF FRAMING PLAN AU1.1 PLAN 1859 - FOUNDATION PLAN AU2.1 PLAN 1859 - MAIN FLOOR PLAN AU5.1 PLAN 1859 - BUILDING SECTION AU5.2 PLAN 1859 - BUILDING SECTION EU1.0 PLAN 1859 - ELECTRICAL NOTES EU1.1 PLAN 1859 - BASEMENT ELECTRICAL PLAN EU2.1 PLAN 1859 - MAIN FLOOR ELECTRICAL PLAN AU1.1 PLAN 2310 - FOUNDATION PLAN AU1.2 PLAN 2310 - FINISHED BASEMENT PLAN AU2.1 PLAN 2310 - MAIN FLOOR PLAN AU2.2 PLAN 2310 - UPPER FLOOR PLAN AU5.1 PLAN 2310 - BUILDING SECTION AU5.2 PLAN 2310 - BUILDING SECTION EU1.0 PLAN 2310 - ELECTRICAL NOTES EU1.1 PLAN 2310 - BASEMENT ELECTRICAL PLAN EU1.2 PLAN 2310 - FINISHED BASEMENT ELEC. PLAN EU2.1 PLAN 2310 - MAIN FLOOR ELECTRICAL PLAN EU2.2 PLAN 2310 - UPPER FLOOR ELECTRICAL PLAN AW.1 FIRE WALL DETAILS AW.2 WALL SECTIONS AD.1 DETAILS AD.2 FOUNDATION DETAILS 1 STORY UNIT: 73 ELM STREET, SOUTH BURLINGTON , VT 2 STORY UNIT: 71 ELM STREET, SOUTH BURLINGTON , VT S P E A R M E A D O W S D U P L E X E S S H E L B U R N E , V E R M O N T Project: Spear Meadow Duplexes Project Location:South Burlington, VT 05403 Product Type:Townhomes/Duplexes Applicable Codes Vermont Fire & Building Safety Code, 2015 NFPA Life Safety Code (NFPA 101), 2015, as amended ICC International Building Code (IBC), 2015, as amended Uniform Fire Code (NFPA 1), 2015, as amended NFPA National Electrical Code (NFPA 70), 2020 ICC International Plumbing Code (IPC), 2018 Vermont Residential Building Energy Standards (RBES), 2020 Vermont Access Rules, 2012 Code Information Use Group: R-3 (IBC Section 310.4) Occupancy Classification: Two-Family Dwelling Construction Type:5B (IBC Table 601) Allowable Area:7,000 s.f. (IBC Table 506.2) Actual Area:4,230 s.f. Allowable Stories:2 Stories (IBC Table 504.4) 40 Feet (IBC Table 504.3) Actual Height:2 Stories, 32'-11" Dwelling Unit Separation: NFPA Section 30.3.7.1 1 HR rated fire barrier constructed per section 8.3 Delete and replaced section 30.3.5.1 - Amended - Sprinklers not required with variance - Constructed per guidelines of 2015 NFPA 101 Section 30.3.5.1, each unit exit door opens directly to ground level. Means of Escape: Section 30.2.1.2 - Per Section 24.2.2.1.1 - Every sleeping/living room shall have one primary means of egress and one secondary mean of escape Stairs: (Section 101:24.2.5.7) 36" min width, 7 3/4" max. risers, 10" min. tread depth, 42" guard rails at floor openings, 34"-38" handrail height. Clothes dryers shall be installed per IMC Section 504.1-504.6, termination at exterior of building, not permitted in dwelling separation wall. Fire Extinguishers per NFPA 1, Min. rating of 2.5 dry chemical fire extinguisher in each unit. Building Address placed legible from street, numbers in contrasting color to background. Accessibility: All units shall be visitable per ACT 88. Visitability is defined as having "36" wide entry door, all interior doors min. 34" wide, openings min., 32" wide, Ramped or beveled thresholds. 36" wide hallways, environmental controls within 15" - 48" AFF, blocking in all bathrooms to allow for grab bar installation at all toilet, tubs, and showers. A0.1 SITE PLAN 01/23/2023 - PERMIT SETCOBU ARCHITECTURESTUDIO 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 MODIFIED BY:AJ DRAWN BY:AR PROJECT:SF21-205 REVISIONS:SPEAR MEADOWLOTS 42 & 43 - DUPLEXESSOUTH BURLINGTON, VERMONT 054034076 Shelburne Road, Suite 6Shelburne, Vermont 05482P. 802.985.5722CHECKED BY:AR ISSUE DATE:01/23/2023 8'-0"41'-0"24'-1"12'-0" 85'-1" 49'-0"℄36'-1"17'-7"21'-0"42'-7"45'-6"39'-7"51'-10"17'-4"12'-0"81'-2"85'-1"21'-1"10'-7"10'-10"21'-0"15'-9"13'-10" UNIT SLAB SEE FOUNDATION NOTESFOR MORE INFORMATION UNIT SLAB SEE FOUNDATION NOTESFOR MORE INFORMATION GARAGE SLAB SEE FOUNDATION NOTESFOR MORE INFORMATION GARAGE SLAB SEE FOUNDATION NOTESFOR MORE INFORMATION PORCH SLAB SEE FOUNDATION NOTES FOR MORE INFORMATION PORCH SLAB SEE FOUNDATION NOTES FOR MORE INFORMATION AD.2 6 AD.2 4 AD.2 4 AD.2 5 AD.2 5 AD.2 4 AD.2 7 AD.2 7 AD.2 8 AD.2 2 AD.2 2 PLAN 2310 MELROSE PLAN 1859 OXFORD℄AA1.1 ASSEMBLY FOUNDATION PLAN 01/23/2023 - PERMIT SETCOBU ARCHITECTURESTUDIO 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 MODIFIED BY:AJ DRAWN BY:AR PROJECT:SF21-205 REVISIONS:SPEAR MEADOWLOTS 42 & 43 - DUPLEXESSOUTH BURLINGTON, VERMONT 054034076 Shelburne Road, Suite 6Shelburne, Vermont 05482P. 802.985.5722CHECKED BY:AR ISSUE DATE:01/23/2023 FOUNDATION NOTES TYPICAL UNIT SLAB: * 4" CONCRETE SLAB OVER 6 MIL POLY VAPOR BARRIER ON 4" MIN. GRANULAR FILL OVER UNDISTURBED SOIL OR COMPACTED FILL. TYPICAL GARAGE & EXTERIOR SLAB: * 4" CONCRETE SLAB OVER 4" MIN. GRANULAR FILL OVER UNDISTURBED SOIL OR COMPACTED FILL. GENERAL: * CONTROL JOINTS TO CONSIST OF "ZIP STRIP" OR TOOLED JOINTS AS SHOWN WITH MINIMUM DEPTH OF 1/4 OF SLAB THICKNESS. * ALL ANGLED WALLS AND FOOTINGS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * MECH. TRADES RESPONSIBLE FOR PROVIDING AND LOCATING FOUNDATION SLEEVES. LOCATION OF SLEEVES FOR UTILITIES SHALL BE DETERMINED BY OWNER OR OWNER'S AGENT PRIOR TO CONSTRUCTION IN ACCORDANCE WITH LOCAL CODES. * ALL CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS AND/ OR SOLID BLOCKING. * TOP OF FOUNDATION VARIES, REFER TO FOUNDATION SECTIONS AND PLANS. * PROVIDE STEEL ANCHOR BOLTS IN FOUNDATION WALL WITH SILL PLATE. SEE WALL SECTIONS FOR SIZE AND SPACINGS. * PROVIDE MIN. 4" CONCRETE COVER AT BELOW SLAB UTILITY LOCATIONS. WHEN CONCRETE ENCASEMENT OF UTILITY LINES IS REQUIRED. UTILITIES SHALL BE PLACED SUFFICIENTLY BELOW SLAB TO MAINTAIN PROPER CONCRETE COVERAGE. * PROVIDE ALL MECH. ROUGH-INS WHEN A/C PAD LOCATION WARRANTS PENETRATION OF POURED CONCRETE SLAB FOR HOOK-UPS TO HVAC EQUIPMENT. * FIELD VERIFY LOCATIONS OF ALL METERS, PLUMBING FIXTURES, ELECTRICAL PANEL, SERVICE LINES, SUMP PITS AND APPLIANCES PRIOR TO PLACING CONCRETE POURED SLAB. * THE CONCRETE AND ELECTRICAL CONTRACTORS SHALL COORDINATE AND PROVIDE GROUNDING ELECTRODES PER CODE. * ALL DESIGN, REVISIONS, ENGINEERING, INSTALLATION AND LIABILITY OF SOIL CONDITIONS AND STRUCTURAL DESIGNS DUE TO INADEQUATE SOILS SHALL BE THE RESPONSIBILITY OF THE "BUILDER-DEVELOPER" OR IT'S SUBCONTRACTORS INVOLVED WITH DESIGN AND INSTALLATION OF SUCH; AND THE ARCHITECT SHALL NOT BE HELD LIABLE OR RESPONSIBLE FOR THEIR IMPLEMENTATIONS. * LOCATION OF AIR CONDITIONER SHALL BE DETERMINED BY OWNER OR OWNER'S AGENT PRIOR TO CONSTRUCTION IN ACCORDANCE WITH LOCAL CODES. * WASTE PIPE SHALL BE HEAVY WALL CAST IRON AT POINT OF ENTRY INTO BASEMENT. * BACKFILL SHALL NOT BE PLACED AGAINST FOUNDATION WALL UNTIL WALL HAS SUFFICIENT STRENGTH AND HAS BEEN SUFFICIENTLY BRACED AS TO PREVENT DAMAGE BY THE BACKFILL. * ALL FORM TIES SHALL BE REMOVED FROM THE INSIDE AND OUTSIDE OF ALL FOUNDATION WALLS AND VOIDS SHALL BE FILLED WITH SUITABLE CONCRETE MORTAR MATERIAL. 1 ASSEMBLY FOUNDATION PLAN SCALE: 3/32" = 1'-0" 8'-0"40'-11"24'-0"12'-0" 85'-0" 49'-0"℄36'-0"17'-6"21'-0"42'-7"45'-6"39'-6"51'-8"17'-4"12'-0"81'-0"85'-0" AW.1 4 AW.1 2 AW.1 3 AW.1 1℄111111111111111111111111121'-1"10'-8"10'-10"21'-0"15'-10"13'-10" 1" PLAN 2310 MELROSE PLAN 1859 OXFORD 1"AA2.1 ASSEMBLY MAIN FLOOR PLAN 1 ASSEMBLY MAIN FLOOR PLAN SCALE: 3/32" = 1'-0"01/23/2023 - PERMIT SETCOBU ARCHITECTURESTUDIO 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 MODIFIED BY:AJ DRAWN BY:AR PROJECT:SF21-205 REVISIONS:SPEAR MEADOWLOTS 42 & 43 - DUPLEXESSOUTH BURLINGTON, VERMONT 054034076 Shelburne Road, Suite 6Shelburne, Vermont 05482P. 802.985.5722CHECKED BY:AR ISSUE DATE:01/23/2023 11'-4"37'-7"24'-0"12'-0" 85'-0" 49'-0"℄36'-0"17'-6"21'-0"42'-6"45'-6"39'-6"51'-8"17'-4"12'-0"81'-0"85'-0" AW.1 1 11111111111111111111111111" PLAN 2310 MELROSE PLAN 1859 OXFORDGIRDER TRUSS5'-612" AA2.2 ASSEMBLY - UPPER FLOOR PLANS 01/23/2023 - PERMIT SETCOBU ARCHITECTURESTUDIO 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 MODIFIED BY:AJ DRAWN BY:AR PROJECT:SF21-205 REVISIONS:SPEAR MEADOWLOTS 42 & 43 - DUPLEXESSOUTH BURLINGTON, VERMONT 054034076 Shelburne Road, Suite 6Shelburne, Vermont 05482P. 802.985.5722CHECKED BY:AR ISSUE DATE:01/23/2023 1 ASSEMBLY UPPER FLOOR PLAN SCALE: 3/32" = 1'-0" T/ PLATE UPPER FLOOR T/ PLATE T/ WINDOW MAIN FLOOR9'-1 1/8"10'-1 1/8"8'-9"1'-0"GRADE T/ WINDOW 7'-9"T/FOUNDATION 1'-3"OXFORDMELROSE ℄ 1 5 14 19 6 17 9 18 4 22 13 22 11 15x72 15x67 14x32 OVERHEAD DOOR MODEL: 16'x8' COURTYARD 371T WITH STOCKBRIDGE WINDOWS BKT 8x8 18BKT 18x18 12 8 12 8 12 10 12 10 12 10 9:12 10:12 10:12 6'-4 1/2"2040FX INSULATED ZIP ON GABLE 7/16 ZIP ON GABLE GARAGE WALL HEIGHT9'-0"9'-0"11'-418"GARAGE WALL HEIGHT9:12 12 8 12 8 12 8 9:12 16 GBPB84X35X3.5RS BKT 8x818 BKT 8x818 11 T/ PLATE UPPER FLOOR T/ PLATE T/ WINDOW MAIN FLOOR9'-1 1/8"10'-1 1/8"8'-9"1'-0"GRADE T/ WINDOW 7'-9"T/FOUNDATION 1'-3"8:12 19 OXFORDMELROSE 4 16 17 6 9 11 3 13 5 11 14 14x32 OVERHEAD DOOR MODEL: 16'x8' COURTYARD 371T WITH STOCKBRIDGE WINDOWS BKT 8x818 BKT 18x18 18 12 10 12 10 12 108:12 10:12 10:12 20 8:12 4'-0"5 INSULATED ZIP ON GABLE 7/16 ZIP ON GABLE 11'-418"GARAGE WALL HEIGHT8:12 12 9 12 9 12 9 8.5:12 16 GBPB84X35X3.5RS GBPB84X31.5X3.5RS LOWER EAVEDIFFERENCE OFHIGHER & LOWEREAVES10'-8"AA3.1 ASSEMBLY - ELEVATIONS 01/23/2023 - PERMIT SETCOBU ARCHITECTURESTUDIO 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 MODIFIED BY:AJ DRAWN BY:AR PROJECT:SF21-205 REVISIONS:SPEAR MEADOWLOTS 42 & 43 - DUPLEXESSOUTH BURLINGTON, VERMONT 054034076 Shelburne Road, Suite 6Shelburne, Vermont 05482P. 802.985.5722CHECKED BY:AR ISSUE DATE:01/23/2023 THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS: 1.ROOF SHINGLES - 3 DIMENSIONAL 2.METAL ROOF 3.HORIZONTAL SIDING 4.BOARD AND BATTEN SIDING 5.8" FASCIA 6.8" RAKE 7.2" TRIM 8.4" TRIM 9.6" TRIM 10.8" TRIM 11.10" TRIM 12.12" TRIM 13.VINYL CORNER TRIM 14.8" FRIEZE BOARD 15.FYPON OR EQUIVALENT HEAD TRIM. WCH(_)X9 TYP. 16.FYPON OR EQUIVALENT DECORATIVE GABLE PEDIMENT (GBPB84x55x35RS) 17.FYPON OR EQUIVALENT DECORATIVE LOUVER (SIZE AS NOTED) 18.FYPON OR EQUIVALENT DECORATIVE BRACKET 19.COLUMN (TYPE AS SHOWN) 20.42" TALL PREFABRICATED BALCONY RAIL SYSTEM (4" MAX SPACING BETWEEN SPINDLES AND BETWEEN LOWER RAIL AND DECK) 21.PRIVACY WALL 22.DECORATIVE SHUTTERS (SIZE AS NOTED) X ELEVATION KEYNOTES EXTERIOR ELEVATION NOTES *PROVIDE DRIP CAPS AT ALL WINDOWS & DOORS. *ROOF SADDLES TO BE PLYWOOD SHEATHED w/ ROOFING UNDERLAYMENT AND SHINGLES. *ALL TRIM AND CORNER BOARDS SHALL BE ENGINEERED. *REFER TO FLOOR PLANS FOR DOOR AND WINDOW SIZES. *PROVIDE FLASHING AND HOUSE WRAP AS REQUIRED TO PREVENT THE PENETRATION OF WATER THROUGH THE EXTERIOR SHELL OF THE BUILDING. *MAINTAIN OPENING IN ROOF SHEATHING AT OVERFRAMING TO PROVIDE VENTILATION. *PROVIDE DOWN SPOUTS TO CONCRETE SPLASH BLOCKS AT ALL GUTTERS *PROVIDE ROOFING UNDERLAYMENT AS SPECIFIED IN THE WALL SECTIONS AND DETAILS. *SEE WALL SECTIONS AND DETAILS FOR MORE INFORMATION. 2 LEFT ELEVATION SCALE: 1/8" = 1'-0" 1 FRONT ELEVATION SCALE: 1/8" = 1'-0" T/ PLATE UPPER FLOOR T/ PLATE T/ WINDOW MAIN FLOOR 9'-1 1/8"10'-1 1/8"8'-9"1'-0"GRADE T/ WINDOW 7'-9"T/FOUNDATION 1'-3"6 9 1 13 3 14x32 BKT 8x8 5 12 10 12 10 12 10 12 10 12 1010:12 9:12 2020 12 811 OXFORD MELROSE INSULATED ZIP ON GABLE 9:12 9:12 12 8.5 12 8.5 17 18 4'-0"BKT 8x8 18 11 OXFORD MELROSE 1714x32 9 6 1 3 11 13 4 18BKT 8x8 5 14 12 10 12 10 10:12 10:12 10:12 8:12 7'-0"T/ PLATE UPPER FLOOR T/ PLATE T/ WINDOW MAIN FLOOR9'-1 1/8"10'-1 1/8"8'-9"1'-0"GRADE T/ WINDOW 7'-9"T/FOUNDATION 1'-3"INSULATED ZIP ON GABLE 8.5:12 12 9 12 9 12 9 20 18BKT 8x81714x32 11 AA3.2 ASSEMBLY - ELEVATIONS 01/23/2023 - PERMIT SETCOBU ARCHITECTURESTUDIO 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 MODIFIED BY:AJ DRAWN BY:AR PROJECT:SF21-205 REVISIONS:SPEAR MEADOWLOTS 42 & 43 - DUPLEXESSOUTH BURLINGTON, VERMONT 054034076 Shelburne Road, Suite 6Shelburne, Vermont 05482P. 802.985.5722CHECKED BY:AR ISSUE DATE:01/23/2023 2 RIGHT ELEVATION SCALE: 1/8" = 1'-0" 1 REAR ELEVATION SCALE: 1/8" = 1'-0" THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS: 1.ROOF SHINGLES - 3 DIMENSIONAL 2.METAL ROOF 3.HORIZONTAL SIDING 4.BOARD AND BATTEN SIDING 5.8" FASCIA 6.8" RAKE 7.2" TRIM 8.4" TRIM 9.6" TRIM 10.8" TRIM 11.10" TRIM 12.12" TRIM 13.VINYL CORNER TRIM 14.8" FRIEZE BOARD 15.FYPON OR EQUIVALENT HEAD TRIM. WCH(_)X9 TYP. 16.FYPON OR EQUIVALENT DECORATIVE GABLE PEDIMENT (GBPB84x55x35RS) 17.FYPON OR EQUIVALENT DECORATIVE LOUVER (SIZE AS NOTED) 18.FYPON OR EQUIVALENT DECORATIVE BRACKET 19.COLUMN (TYPE AS SHOWN) 20.42" TALL PREFABRICATED BALCONY RAIL SYSTEM (4" MAX SPACING BETWEEN SPINDLES AND BETWEEN LOWER RAIL AND DECK) 21.PRIVACY WALL 22.DECORATIVE SHUTTERS (SIZE AS NOTED) X ELEVATION KEYNOTES EXTERIOR ELEVATION NOTES *PROVIDE DRIP CAPS AT ALL WINDOWS & DOORS. *ROOF SADDLES TO BE PLYWOOD SHEATHED w/ ROOFING UNDERLAYMENT AND SHINGLES. *ALL TRIM AND CORNER BOARDS SHALL BE ENGINEERED. *REFER TO FLOOR PLANS FOR DOOR AND WINDOW SIZES. *PROVIDE FLASHING AND HOUSE WRAP AS REQUIRED TO PREVENT THE PENETRATION OF WATER THROUGH THE EXTERIOR SHELL OF THE BUILDING. *MAINTAIN OPENING IN ROOF SHEATHING AT OVERFRAMING TO PROVIDE VENTILATION. *PROVIDE DOWN SPOUTS TO CONCRETE SPLASH BLOCKS AT ALL GUTTERS *PROVIDE ROOFING UNDERLAYMENT AS SPECIFIED IN THE WALL SECTIONS AND DETAILS. *SEE WALL SECTIONS AND DETAILS FOR MORE INFORMATION. T/ PLATE UPPER FLOOR T/ PLATE T/ WINDOW MAIN FLOOR9'-1 1/8"10'-1 1/8"8'-9"1'-0"GRADE T/ WINDOW 7'-9"T/FOUNDATION 1'-3"8:12 19 OXFORDMELROSE 4 16 17 6 9 11 3 13 5 11 14 14x32 OVERHEAD DOOR MODEL: 16'x8' COURTYARD 371T WITH STOCKBRIDGE WINDOWS BKT 8x818 BKT 18x18 18 12 10 12 10 12 108:12 10:12 10:12 20 8:12 4'-0"5 INSULATED ZIP ON GABLE 7/16 ZIP ON GABLE 11'-418"GARAGE WALL HEIGHT8:12 12 9 12 9 12 9 8.5:12 16 GBPB84X35X3.5RS GBPB84X31.5X3.5RS 21'-712"32'-8 14"10'-8"10'-1112"16'-134"16'-6 12"24'-5"BUILDING HEIGHT FROM T.O.FLOWER EAVEHIGHER EAVEAVERAGE OF EAVESHIGHEST PEAKDIFFERENCE OFHIGHER & LOWEREAVESDIFFERENCE OF EAVESAVERAGE AND HIGHESTPEAK10'-8"Building Height Calculation Lower Eave (from T.O.F.)10' - 8"10.6667 Higher Eave (from T.O.F.)21' - 7 12"21.6250 Average of Eaves (from T.O.F.)16' - 1 34"16.1458 Highest Peak (from T.O.F.)32' - 8 14 "32.6875 Average Building Height (from T.O.F.)24' - 5"24.4167 Average Building Height (from F.F.E)23' - 2"23.1667 F.F.E. to Be Set At -394.2000 Actual Building Height on Grade -417.3667 Average Approved Grade -390.8000 Building Height Above Approved Grade 26' - 6 7 8"26.5667 AA3.1A ASSEMBLY - ELEVATIONS 01/23/2023 - PERMIT SETCOBU ARCHITECTURESTUDIO 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 MODIFIED BY:AJ DRAWN BY:AR PROJECT:SF21-205 REVISIONS:SPEAR MEADOWLOTS 42 & 43 - DUPLEXESSOUTH BURLINGTON, VERMONT 054034076 Shelburne Road, Suite 6Shelburne, Vermont 05482P. 802.985.5722CHECKED BY:AR ISSUE DATE:01/23/2023 1 Height Calc Elevation SCALE: 1/8" = 1'-0" DN LINENOwner's Suite CPT 10'-0" CLG Bedroom 2 CPT 10'-0" CLG Flex Space CPT 10'-0" CLG 17'-4"51'-8"23'-11"12'-0"39'-6"26'-6"10'-10"10'-8"21'-1" 69'-1" 8'-212"13'-5"30'-012"6'-3"9'-0"15'-3"9'-0"36'-0" OVERALL FRAME TO C/L35'-11" FRAME TO FRAME1"5'-11"11'-0"7'-0"10'-612"10'-612" (2) 3060 SH(3) 3060 SH 3060 SH 3060 SH3060 SH3060 SH(2) 3060 SH(2) 3060 SH2040 SH Bath 2 TILE 10'-0" CLG 2 Car Garage CONC. UNINSULATED Laundry TILE 10'-0" CLG Owner's Bath TILE 10'-0" CLG WIC CPT 10'-0" CLG Great Room HWD. 10'-0" CLG 14R Dining HWD. 10'-0" CLG Kitchen HWD 10'-0" CLG 26'-412"3'-812"7'-412"2'-412"11'-10"2'-10"3'-912"6'-10"5'-1"8'-5"4'-112"6'-0"20'-6"512"812"5'-312"4'-2" 512" 5'-10"6'-912"3'-312" 17'-6"11"3'-0" 8" 7'-112"5'-112"2'-10"3'-0"4'-912"2'-2"4'-112"9'-712" 3068 ENTRY w/18" TRSM 21068 20682-166820682068 210682106821068 2106821068 20686080 SGD210685068 BP3068 2-2668 16080 OGD 2 DN 10'-6"6'-612"6'-912"512"12'-112" 4'-11"5'-11"2'-10"1'-8"3'-2"1'-0"6'-0"2'-0"Porch CONC. 5'-112"6'-0"512" PANTRY 7'-11"4'-1"512"3'-2"3'-412"10'-1"Deck WOOD DECKING DN Foyer HWD. 10'-0" CLG 5'-512"6'-312"512"5'-312"6'-912"2'-212" 4'-7"2'-412" 7'-0"8"3'-312"3'-312"6'-412"2'-412"4'-1"3"3'-0"612"14'-9"12'-612"12'-2"3'-4"20'-2"13'-612"6'-212"3'-1012"18'-612"512" 8'-2"512"3 4 10 7 8 7 8 5 6 9 1213 HWD.TILE 17 21 21 12 13 15 19 18 20 13 21 20 21 21 21 25 11 29HWD.TILECPT.HWD.CPT.HWD.HWD.CPT. CPT.TILECPT.TILEAU5.2 1 2'-7"7"7"5'-8" 22 22 48"x36"LINENPANTRY BENCH22 22 VBTD422134 28 8'-4"2'-0"AKER CM60 512" 29 ℄ AU5.1 1 BENCH32 33 20 1'-0"4'-0" 4'-0" VSB302134-V3D1234-VSB302134 H/LCURVED SHOWER RODO. Entry HWD. 10'-0" CLG 33 512"1" AU2.1 UNIT PLAN 1 MAIN FLOOR PLAN SCALE: 3/16" = 1'-0" FLOOR PLAN KEYNOTES X THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS: 1.HOUSE TO GARAGE FIRE SEPARATION: PROVIDE 5/8" TYPE 'X' GYPSUM BOARD 2.HOUSE TO GARAGE DOOR FIRE SEPARATION: 20-MINUTE RATED, SPRING HINGES 3.SINK w/GARBAGE DISPOSAL 4.DISHWASHER 5.REFRIGERATOR 6.RANGE w/ MICRO-HOOD 7.BASE CABINETS 8.UPPER CABINETS 9.PANTRY SHELVES (4) 16" 10.HALF WALL @ 35 1/2" HIGH W/COUNTERTOP 11.RAIL AND BALUSTERS 12.WATER CLOSET 13.LAVATORY SINK 14.PEDESTAL SINK 15.SHOWER 16.SHOWER SEAT 18" A.F.F 17.TUB/SHOWER 18.WASHER 19.DRYER 20.LINEN SHELVES (4) 16" OR (1) 16" AT LAUNDRY 21.ROD & SHELF 22.DROPPED SOFFIT 23.LINE OF WALL ABOVE 24.LINE OF WALL BELOW 25.ATTIC ACCESS 26.BENCH 27.PANTRY CABINET 28.FIREPLACE 29.PERMACAST COLUMN 30.HOSE BIB 31.HANDRAIL 32.24" TOWEL BAR 33.ROBE HOOK 01/23/2023 - PERMIT SETCOBU ARCHITECTURESTUDIO 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 MODIFIED BY:AJ DRAWN BY:AR PROJECT:SF21-205 REVISIONS:SPEAR MEADOWLOTS 42 & 43 - DUPLEXESSOUTH BURLINGTON, VERMONT 054034076 Shelburne Road, Suite 6Shelburne, Vermont 05482P. 802.985.5722CHECKED BY:AR ISSUE DATE:01/23/2023 OXFORD (PLAN 1859) SQUARE FOOTAGES MAIN FLOOR 1859 SUBTOTAL (FINISHED)1859 GARAGE 425 PORCH 67 DECK 208 TOTAL 2559 UNFINISHED BASEMENT 1345 OPT. FINISHED BASEMENT 829 NOTE: ALL EXTERIOR STUD WALLS AND FLOORS TO BE INSET 1" FROM FOUNDATION OUTSIDE EDGE TO ALLOW 1" OF FOAM TO SIT ON FOUNDATION WALL Pantry BENCH DN UP (3) 3060 SH (3) 2040 SH2040 SH (2) 3060 SH 3 4 710 7 8 7 8 7 8 5 6 9 9 1213 11 21 25 1 HWD CPT ℄ 29 Garage CONC. UNINSULATED Kitchen HWD 10'-0" CLG Great Room HWD. 10'-0" CLG Dining HWD 10'-0" CLG Flex Space CPT 10'-0" CLG Foyer HWD. 10'-0" CLG Powder HWD. 9'-0" CLG AU5.2 1 AU5.1 1 22 14R 18R 2 21 22 28 Porch CONC.6080 SGD210682-20682668 30682-2668 16080 OGD 2-16 68 Deck PT WOOD DECKING 3068 ENTRY w/18" TRSM 8'-0"40'-11" 49'-0" OVERALL FRAME TO C/L 48'-11" FRAME TO FRAME 1" 49'-0" 48'-11" 6'-0"6'-1"3'-8"8'-5"3'-9"2'-7"2'-5"7"7"7"7"1'-2"12'-1"15'-10"21'-0"38'-6"38'-6"21'-0"17'-6"10'-6"10'-6"8'-9"8'-9"9'-2"15'-2"10'-6"6'-1"4'-0"7"14'-6"6'-012"4'-1112"12'-612"3'-1112"7'-0"8'-2"1'-7" 8'-1"3'-5"20'-612" 1"8'-0"8'-0" 12'-612"10'-6"512"5'-4"512"6'-412" 2'-2"2'-2"6'-2"4'-4"512"30'-3" 11'-4" 6'-312"5'-012"13'-9"2'-412"4'-112"10'-012"10'-6" 4'-4"3'-6"2'-1012"3'-5"4'-1"2'-412"512"1'-134"3'-0"2'-914"5'-7"6'-1112"12"10'-512"2'-0"VSB362134 22 2X6 WALL FOR MECHANICALS TEMP 16'-7"LINE OF FLOOR ABOVE 4'-1112" CARPET UNFINISHED (2) 3060 SH 3068 DH 2868 AU2.1 UNIT PLAN 01/23/2023 - PERMIT SETCOBU ARCHITECTURESTUDIO 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 MODIFIED BY:AJ DRAWN BY:AR PROJECT:SF21-205 REVISIONS:SPEAR MEADOWLOTS 42 & 43 - DUPLEXESSOUTH BURLINGTON, VERMONT 054034076 Shelburne Road, Suite 6Shelburne, Vermont 05482P. 802.985.5722CHECKED BY:AR ISSUE DATE:01/23/2023 MELROSE (PLAN 2310) SQUARE FOOTAGES MAIN FLOOR 1256 UPPER FLOOR 1115 SUBTOTAL (FINISHED)2371 GARAGE 429 PORCH 73 DECK 140 TOTAL 3013 UNFINISHED BASEMENT 1170 OPT. FINISHED BASEMENT 774 1 MAIN FLOOR PLAN SCALE: 3/16" = 1'-0" NOTE: ALL EXTERIOR STUD WALLS AND FLOORS TO BE INSET 1" FROM FOUNDATION OUTSIDE EDGE TO ALLOW 1" OF FOAM TO SIT ON FOUNDATION WALL FLOOR PLAN KEYNOTES X THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS: 1.HOUSE TO GARAGE FIRE SEPARATION: PROVIDE 5/8" TYPE 'X' GYPSUM BOARD 2.HOUSE TO GARAGE DOOR FIRE SEPARATION: 20-MINUTE RATED, SPRING HINGES 3.SINK w/GARBAGE DISPOSAL 4.DISHWASHER 5.REFRIGERATOR 6.RANGE w/ MICRO-HOOD 7.BASE CABINETS 8.UPPER CABINETS 9.PANTRY SHELVES (4) 16" 10.HALF WALL @ 35 1/2" HIGH W/COUNTERTOP 11.RAIL AND BALUSTERS 12.WATER CLOSET 13.LAVATORY SINK 14.PEDESTAL SINK 15.SHOWER 16.SHOWER SEAT 18" A.F.F 17.TUB/SHOWER 18.WASHER 19.DRYER 20.LINEN SHELVES (4) 16" OR (1) 16" AT LAUNDRY 21.ROD & SHELF 22.8'-6" DROPPED SOFFIT 1ST FL. 8'-0" DROPPED SOFFIT 2ND FL. 23.LINE OF WALL ABOVE 24.LINE OF WALL BELOW 25.ATTIC ACCESS 26.HOOKS & BENCH 27.PANTRY CABINET 28.FIREPLACE 29.PERMACAST COLUMN 30.HOSE BIB 31.HANDRAIL 11'-4"37'-7" 49'-0" OVERALL FRAME TO C/L 48'-11" FRAME TO FRAME DN 1" 12 20 21 21 15 13 12 17 20 20 21 19 18 20 21 CPT.TILE CPT.TILECPT.TILECPT.TILES 17'-1112"8'-9"6'-6"2'-812"9'-212"16'-612"16'-312" 3'-112"5'-6"5'-6"2'-2"4'-0"6'-0"6'-1"1"38'-6"13'-10"2'-1"512"8'-7"13'-612"20'-612"16'-312"12'-1" 48'-11" (2) 3054 SH 5'-10"11'-512"14'-312"6'-0" 3054 SH (2) 3054 SH 2040 SH2040 SH2030 SH 2030 SH 2030 SH 3054 SH 2868 5068 BP2668 2 6 6 8 2 8 6 8 2 8 6 8 2 6 6 82668 1 6 6 8 2 6 6 8 2 6 6 8 5068 BP 18R Owner's Suite CPT 9'-0" CLG OPEN TO BELOW 3'-5"3'-5"6'-0"6'-7"3'-5"2'-1012"3'-6"Bedroom 2 CPT 9'-0" CLG Bath 2 TILE 9'-0" CLG O. Bath TILE 9'-0" CLG Lndry TILE 9'-0" CLG Loft CPT 9'-0" CLG Bedroom 3 CPT 9'-0" CLG WIC CPT 9'-0" CLG AU5.2 B AU5.1 A 25 20 2-1668 32 33 21 6'-212"6'-312"4'-0"10'-3"6'-312"7'-1"10'-1012"10'-312"3'-912" 4'-3"6'-212"12'-10" 2'-8"3'-712"2'-612"5'-512"7'-412"4'-0"4'-0"4'-312"2'-10"5'-9"9'-312"32 VSB4821341'-0"16 36"X48" 13 VSB302134-VBD122134.3-VSB30213413 H/L AKER CM60 CURVED SHOWER ROD 10'-0" CARPET 6"3'-0"33 AU2.2 UNIT PLAN 01/23/2023 - PERMIT SETCOBU ARCHITECTURESTUDIO 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 MODIFIED BY:AJ DRAWN BY:AR PROJECT:SF21-205 REVISIONS:SPEAR MEADOWLOTS 42 & 43 - DUPLEXESSOUTH BURLINGTON, VERMONT 054034076 Shelburne Road, Suite 6Shelburne, Vermont 05482P. 802.985.5722CHECKED BY:AR ISSUE DATE:01/23/2023 MELROSE (PLAN 2310) SQUARE FOOTAGES MAIN FLOOR 1256 UPPER FLOOR 1115 SUBTOTAL (FINISHED)2371 GARAGE 429 PORCH 73 DECK 140 TOTAL 3013 UNFINISHED BASEMENT 1170 OPT. FINISHED BASEMENT 774 1 UPPER FLOOR PLAN SCALE: 3/16" = 1'-0" NOTE: ALL EXTERIOR STUD WALLS AND FLOORS TO BE INSET 1" FROM FOUNDATION OUTSIDE EDGE TO ALLOW 1" OF FOAM TO SIT ON FOUNDATION WALL FLOOR PLAN KEYNOTES X THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS: 1.HOUSE TO GARAGE FIRE SEPARATION: PROVIDE 5/8" TYPE 'X' GYPSUM BOARD 2.HOUSE TO GARAGE DOOR FIRE SEPARATION: 20-MINUTE RATED, SPRING HINGES 3.SINK w/GARBAGE DISPOSAL 4.DISHWASHER 5.REFRIGERATOR 6.RANGE w/ MICRO-HOOD 7.BASE CABINETS 8.UPPER CABINETS 9.PANTRY SHELVES (4) 16" 10.HALF WALL @ 35 1/2" HIGH W/COUNTERTOP 11.RAIL AND BALUSTERS 12.WATER CLOSET 13.LAVATORY SINK 14.PEDESTAL SINK 15.SHOWER 16.SHOWER SEAT 18" A.F.F 17.TUB/SHOWER 18.WASHER 19.DRYER 20.LINEN SHELVES (4) 16" OR (1) 16" AT LAUNDRY 21.ROD & SHELF 22.8'-6" DROPPED SOFFIT 1ST FL. 8'-0" DROPPED SOFFIT 2ND FL. 23.LINE OF WALL ABOVE 24.LINE OF WALL BELOW 25.ATTIC ACCESS 26.HOOKS & BENCH 27.PANTRY CABINET 28.FIREPLACE 29.BUILT-UP COLUMN 30.HOSE BIB 31.HANDRAIL DESIGNED BYDRAWN BYSCALEDATESHEET ISSUETITLE NO DATE REVISION MODEL CHECKED BYFILE NAME:PLOT DATE:© The Snyder Group, Inc.4076 Shelburne Road - Suite 6 Shelburne, Vermont 05482 p 802.985.5722 - f 802.497.0701www.SnyderHomesVT.com Snyder Homes Great neighborhoodsto come home to PermitS.0SITE LAYOUT OVERALL 1"=100' OVERALL Spear Meadows Snyder Construction Company South Burlington, VT 05403 1 .12345678910111213 - 14 - 1516 - 17 - 1819 - 20 - 212324252628293031323334353637383940414244464745274322 House Detail Template:Siding Color (S): Roof Color: Front Door Color: Garage Door Color: Shutters:Modifications: SM03 S: Smoke R: Charcoal Grey FD: Smoky Blue GD: Black SH: None Mod: NoneSM02 S: Graphite R: Driftwood FD: Coral Bells GD: White SH: White Mod: NoneSM01 S: Cactus R: Dual Black FD: Tricorn Black GD:White SH: None Mod: NoneSM04 S: Sandstone R: Dual Black FD: Indigo Batik GD: White SH: None Mod: NoneSM05 S: Smoke R: Harvard Slate FD: Fine Wine GD: White SH: None Mod: NoneSM06 S: White R: Charcoal Gray FD: Georgian Bay GD: White SH: Black Mod: NoneSM07 S: Silver R: Harvard Slate FD: Tricorn Black GD: White SH: None Mod: NoneSM08 S: Graphite R: Dual Black FD: Santorini Blue GD: Black SH: Black Mod: NoneSM09 S: R: FD: GD: SH: Mod: SM10 S: R: FD: GD: SH: Mod: SM11 S: R: FD: GD: SH: Mod: SM22-SM23 S: R: FD: GD: SH: Mod: SM13-SM14-SM15 S: R: FD: GD: SH: Mod: SM16-SM17-SM18 S: R: FD: GD: SH: Mod: SM19-SM20-SM21 S: R: FD: GD: SH: Mod: SM24 S: R: FD: GD: SH: Mod: SM25 S: R: FD: GD: SH: Mod: SM26-SM27 S: R: FD: GD: SH: Mod: SM28-SM29 S: R: FD: GD: SH: Mod: SM30 S: R: FD: GD: SH: Mod: SM31 S: R: FD: GD: SH: Mod: SM32-SM33 S: R: FD: GD: SH: Mod: SM34-SM35 S: R: FD: GD: SH: Mod: SM36-SM37 S: R: FD: GD: SH: Mod: SM38 S: R: FD: GD: SH: Mod: SM39-SM40 S: R: FD: GD: SH: Mod: SM41 S: R: FD: GD: SH: Mod: SM46-SM47 S: Granite & Graphite R: Dual Black FD: Indigo Batik GD: White SH: Classic Blue Mod: Spear Elevation Accents to enhance front facade feelSM44-SM45 S: R: FD: GD: SH: Mod:SM42-SM43 S: R: FD: GD: SH: Mod: SM12 S: R: FD: GD: SH: Mod: Braeburn ABraeburn BCortland ACortland BOxford-Melrose Oxford-Melrose MirroredBraeburn BOxford-Melrose Oxford-Melrose MirroredOxford-Melrose Oxford-Melrose Oxford-Melrose MirroredOxford-Melrose RotatedBraeburn ABraeburn BHome Type Key: Braeburn ABraeburn BOxford-Melrose Braeburn ABraeburn BCortland B