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HomeMy WebLinkAboutZP-23-253 - 0327-0331-0337 Old Farm Road 7/11/2023 VIA HAND-DELIVERY June 28, 2023 Betsy Brown South Burlington Planning and Zoning 180 Market Street South Burlington, VT 05403 Re: Zoning Permit Application 327, 331, 337 Old Farm Road, South Burlington, VT 05403 Betsy, Further to Final Plat Permit SD-22-10A, enclosed please find a zoning permit application for 327, 331, 337 Old Farm Road, South Burlington, Vermont 05403, Unit 20-7, 20-8 and 20-9 on the Final Plat/Site Plan submitted as part of SD-22-10A. Also enclosed please find: 1. Descriptions of unit sizes, porch sizes and pertinent information previously requested to be included with this application. 2. A Water Allocation Application (in triplicate for each address); 3. A Wastewater Allocation Application (In triplicate for each address). 4. A wastewater Connection Application (in triplicate for each address). 5. A site plan of the applicable area of the proposed home. 6. An architectural drawing showing compliance with plans proposed and permitted in SD- 22-10A. 7. A check for the requisite fee. Regarding the height of the proposed structure, please note that the preconstruction grade elevation (PCG) of the lot is 418.4 ft msl. The First Floor Elevation (FFE) is 419.3 ft msl. The PCG is calculated on the approved project plans by the project engineer. The height from FFE to the mid-point of the tallest roof plane is 23.75’, as shown on the attached plan. The height of the building is the FFE, less the PCG, plus the height to the roof midpoint. This is 24.65’, below the height limit of the district and SD-22-10A. Please contact us with any questions or concerns. Sincerely, Brandon Secl, Estimator Descrip�ons Below: 327 Old Farm Road - Willow/TH2-2 2,121 finished square feet, 1,325 unfinished square footage 17’-4” x 20’-0” rear covered deck 11’-0” x 12’-0” pa�o 4’-0” x 6’-0” covered front porch 331 Old Farm Road - Ash/TH-1-1 1,472 finished square feet, 627 unfinished square footage 8’-0” x 6’-3” rear covered deck 11’-0” x 8’-7” covered front porch 337 Old Farm Road - Oak/TH2-1 1,875 finished square foot, 784 unfinished square footage 24’-4” x 16’-0” rear covered deck 8’-0” x 10’-4” covered front porch Property Owners Name:O'Brien Eastview Property Location:327-331-337 Old Farm Road Amount:21,999.87 Payment Type:check #00512 Date:7/3/2023 Code Zoning Permit (New Residential)ZP-23-253 zp Recording fee 13.00$ plus addition/alteration cost 5.00$ per $1,000 project cost -$ OR: plus 5468 0.45$ per sq. ft. 2,460.60$ plus 2736 0.20$ per sq. ft. 547.20$ plus 5 50.00$ per bay 250.00$ plus After-the fact of 50% [no NOV] or 100% [NOV] -$ Zoning Permit Total 3,270.80$ Sewer Allocation Fee WWA-23-133 #204 747 g.p.d x 13.45$ 10,047.15$ Bartlett Bay WWA-23-134 x Airport Parkway WWA-23-135 Impact Fee Administrative Fee #248 $100.00 per application $100.00 Recreation Impact Fee #220 $1,665.08 /unit 4,995.24$ South Village Recreation Impact Fee #243 /unit -$ Road Impact Fee #221 $635.76 /unit 1,907.28$ Fire Impact Fee #203 /unit -$ Police Impact Fee #222 $496.80 /unit 1,490.40$ Dorset Street Waterline Fee #230 /unit -$ Sewer Connection Inspection WW-23-36 ww 63.00$ per connection 189.00$ WW-23-37 WW-23-38 Total (Impact Fees + Permit) 21,999.87$ Planning & Zoning Invoice Residential Impact & Permit Fees garage bay(s) at Amount Due sq. ft building at sq. ft unfinished basement at New SMh Rim 408.95 Inv. in 402.73 Inv. out 402.63 New SMh Rim 414.82 Inv. in 409.02 Inv. out 408.92 New SMh Rim 417.53 Inv. in 411.73 Inv. out 411.63 New SMh Rim 415.9 Inv. in 410.23 Inv. out 410.13 New CB Rim 411.35 Inv. in 397.75 Inv. out 397.65 Inv. fd 399.0 New CB Rim 411.35 Inv. fd. 399.1 Inv. out 397.85 New CB Rim 414.95 Inv. in 402.75 Inv. out 402.65 Inv. fd 403.9 New CB Rim 414.95 Inv. fd 404.1 Inv. out 402.85 New CB Rim 417.30 Inv. in 406.45 Inv. out 406.35 Inv. fd 407.7 New CB Rim 417.30 Inv. fd 407.8 Inv. out 406.55 Lot 16 2.81 ac Lot 20 2.13 ac 16-4 16-7 16-6 16-5 16-8 16-9 16-10 16-11 16-12 32-1 32-2 32-3 32-4 32-5 32-6 20-7 20-8 20-9 20-10 20-11 20-12 20-13 20-14 20-15 20-16 20-17 20-18 20-19 20-20 20-21 20-22 Lot 32 4.80 ac New 4" PVC SDR 35 sanitary service. s=14"/ft. min. Typical all units. G1 G2 G3 G4 G5 G6 New 8" PVC Sewer s=0.022 New 8" PVC S e w e r s = 0 . 0 1 2 New 8" PVC Sew e r s = 0 . 0 1 2 8' paved mul t i - u s e p a t h 11 Parking spaces New 15" HDPENew 15"HDPENew 15"HDPENew 18" HDPE s=0.19 New 15" HDPE s=0.025 New 15" HDP E s = 0 . 1 8 New 12" HDPE New 12" HDP E New Hydrant assembly New Hydrant assembly New 12" CL 52 D.I. water main New Hydrant assembly New 12" D.I. CL 5 2 w a t e r m a i n New 34" k copper water service and curb stop. Typical all units. New 12" gate valves New 12"tee with valve & thrust block New 45° bends with thrust blocks New SMh Rim 413.4 Inv. in 407.73 Inv. out 407.63 New 20' access and utility easement New 12" D.I . C L 5 2 w a t e r m a i n New underground power to existing 200 Old Farm Road. New 5' concrete sidewalk New 5' concrete sidewalk New 4' concrete sidewalkPCG 418.5 PCG 418.0 PCG 417.0 PCG 416.0 PCG 414.75 PCG 413.5 PCG 412.25 PCG 410.75 PCG 408.75 PCG 412.2 PCG 414.2 PCG 416.2 PCG 418.4 PCG 417.2 PCG 417.0 PCG 417.5 PCG 417.5 PCG 417.25 PCG 416.2 PCG 415.6 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-3 SITE PLAN - LEO LANE and Old Farm Road Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW SEE SHEET C-9SEE SHEET C-2SEE SHEET C-13 SEE SHEET C-4 ISSUE DATE:REVISIONSJOB NO:PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 11/11/2022 11:54:46 PM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\Buildings\Cluster 1A\Cluster 1A_R2019.rvtA0.000 CLUSTER 1-A MS210304.00 MB JM JM--BID SET - NOT FOR CONSTRUCTION - 11-15-2022Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontCOVER SHEET 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SHEET INDEX SHEET NUMBER SHEET NAME ARCHITECTURAL A0.000 COVER SHEET A0.001 ARCHITECTURAL GENERAL NOTES A1.100 BASEMENT FLOOR PLAN A1.110 MAIN FLOOR PLAN A1.120 UPPER FLOOR PLAN A1.200 EXTERIOR ELEVATIONS A1.201 EXTERIOR ELEVATIONS A1.300 ROOF PLAN ARCHITECTURAL - UNITS - TH 2-2 A1.100_2-2 BASEMENT FLOOR PLAN - UNIT TH 2-2 A1.110_2-2 MAIN FLOOR PLAN - UNIT TH 2-2 A1.120_2-2 UPPER FLOOR PLAN - UNIT TH 2-2 A1.200_2-2 EXTERIOR ELEVATIONS - UNIT TH 2-2 A1.201_2-2 EXTERIOR ELEVATIONS - UNIT TH 2-2 A1.300_2-2 ROOF PLAN - UNIT TH 2-2 A1.400_2-2 BUILDING SECTIONS - UNIT TH 2-2 A1.401_2-2 BUILDING SECTIONS - UNIT TH 2-2 A1.500_2-2 STAIR SECTIONS - UNIT TH 2-2 A1.600_2-2 FLOOR PLAN OPTIONS - UNIT TH 2-2 ARCHITECTURAL - UNITS - TH 1-1 A1.100_1-1 BASEMENT FLOOR PLAN - UNIT TH 1-1 A1.110_1-1 MAIN FLOOR PLAN - UNIT TH 1-1 A1.120_1-1 UPPER FLOOR PLAN - UNIT TH 1-1 A1.200_1-1 EXTERIOR ELEVATIONS - UNIT TH 1-1 A1.201_1-1 EXTERIOR ELEVATIONS - UNIT TH 1-1 A1.300_1-1 ROOF PLAN - UNIT TH 1-1 A1.400_1-1 BUILDING SECTIONS - UNIT TH 1-1 A1.500_1-1 STAIR SECTIONS - UNIT TH 1-1 ARCHITECTURAL - UNITS - TH 2-1 A1.100_2-1 BASEMENT FLOOR PLAN - UNIT TH 2-1 A1.110_2-1 MAIN FLOOR PLAN - UNIT TH 2-1 A1.120_2-1 UPPER FLOOR PLAN - UNIT TH 2-1 A1.200_2-1 EXTERIOR ELEVATIONS - UNIT TH 2-1 A1.201_2-1 EXTERIOR ELEVATIONS - UNIT TH 2-1 A1.300_2-1 ROOF PLAN - UNIT TH 2-1 A1.400_2-1 BUILDING SECTIONS - UNIT TH 2-1 A1.500_2-1 STAIR SECTIONS - UNIT TH 2-1 A1.600_2-1 FLOOR PLAN OPTIONS - UNIT TH 2-1 ELECTRICAL - UNITS - TH 2-2 E1.100_2-2 BASEMENT ELECTRICAL PLAN - UNIT TH 2-2 E1.110_2-2 MAIN FLOOR ELECTRICAL PLAN - UNIT TH 2-2 E1.120_2-2 UPPER FLOOR ELECTRICAL PLAN - UNIT TH 2-2 E1.600_2-2 FLOOR PLAN OPTION - ELECTRICAL PLAN ELECTRICAL - UNITS - TH 1-1 E1.100_1-1 BASEMENT ELECTRICAL PLAN - UNIT TH 1-1 E1.110_1-1 MAIN FLOOR ELECTRICAL PLAN - UNIT TH 1-1 E1.120_1-1 UPPER FLOOR ELECTRICAL PLAN - UNIT TH 1-1 ELECTRICAL - UNITS - TH 2-1 E1.100_2-1 BASEMENT ELECTRICAL PLAN - UNIT TH 2-1 E1.110_2-1 MAIN FLOOR ELECTRICAL PLAN - UNIT TH 2-1 E1.120_2-1 UPPER FLOOR ELECTRICAL PLAN - UNIT TH 2-1 E1.600_2-1 FLOOR PLAN OPTION - ELECTRICAL PLAN TOTAL NUMBER OF SHEETS: 46 Hillside at O'Brien Farm -Meadow Townhomes South Burlington, Vermont 38' - 0"20' - 0"32' - 0" 90' - 0"68' - 0"5' - 0"3' - 0"54' - 8"3' - 4"2' - 0"68' - 0"38' - 0"20' - 0"32' - 0" 90' - 0" CL CL CL CL TH 2-2 ELEVATION = +/-0'-0" TH 1-1 ELEVATION = +/-0'-0" TH 2-1 ELEVATION = +/-0'-0"2' - 0"5' - 0"2' - 0"4' - 0"8' - 0"6' - 0"19' - 11"11' - 5"8' - 7"21' - 9"10' - 4"38' - 0"12' - 0"14' - 0"4' - 0"8' - 0"29' - 11"13' - 9"6' - 5"15' - 11"8' - 0"8' - 0"6' - 0"8' - 0"16' - 4"24' - 4"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 11/11/2022 11:54:47 PM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\Buildings\Cluster 1A\Cluster 1A_R2019.rvtA1.100 CLUSTER 1-A MS210304.00 MB JM JM--BID SET - NOT FOR CONSTRUCTION - 11-15-2022Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontBASEMENT FLOOR PLAN 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES • MAIN FLOOR WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". UPPER FLOOR AND BASEMENT LEVEL WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) • WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. • PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. • ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. • PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. • SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. • PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. • ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) • ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) • CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. • ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. • ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. • FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. SCALE: 3/16" = 1'-0" Basement Plan Cluster 1-A TH 2-2 ELEVATION = +/-0'-0" TH 1-1 ELEVATION = +/-0'-0" TH 2-1 ELEVATION = +/-0'-0" CL CL CL CL 38' - 0"20' - 0"32' - 0" 90' - 0" 38' - 0"20' - 0"32' - 0" 90' - 0"68' - 0"2' - 0"58' - 0"3' - 0"5' - 0"68' - 0"2' - 0"5' - 0"2' - 0"8' - 0"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 11/11/2022 11:54:48 PM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\Buildings\Cluster 1A\Cluster 1A_R2019.rvtA1.110 CLUSTER 1-A MS210304.00 MB JM JM--BID SET - NOT FOR CONSTRUCTION - 11-15-2022Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontMAIN FLOOR PLAN 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 3/16" = 1'-0" Main Floor Plan GENERAL FLOOR PLAN NOTES • MAIN FLOOR WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". UPPER FLOOR AND BASEMENT LEVEL WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) • WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. • PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. • ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. • PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. • SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. • PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. • ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) • ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) • CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. • ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. • ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. • FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. Cluster 1-A CL CL CL CL TH 2-2 ELEVATION = +/-0'-0" TH 1-1 ELEVATION = +/-0'-0" TH 2-1 ELEVATION = +/-0'-0" 86' - 0" 34' - 0"20' - 0"32' - 0" 34' - 0"20' - 0"32' - 0" 86' - 0"38' - 0"30' - 0"68' - 0"9' - 6"4' - 6"48' - 8"5' - 4"68' - 0"6' - 6"1' - 0"29' - 7"9' - 8"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 11/11/2022 11:54:49 PM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\Buildings\Cluster 1A\Cluster 1A_R2019.rvtA1.120 CLUSTER 1-A MS210304.00 MB JM JM--BID SET - NOT FOR CONSTRUCTION - 11-15-2022Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontUPPER FLOOR PLAN 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 3/16" = 1'-0" Upper Floor Plan GENERAL FLOOR PLAN NOTES • MAIN FLOOR WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". UPPER FLOOR AND BASEMENT LEVEL WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) • WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. • PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. • ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. • PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. • SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. • PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. • ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) • ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) • CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. • ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. • ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. • FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. Cluster 1-A MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION TH 2-2 ELEVATION = +/-0'-0" TH 1-1 ELEVATION = +/-0'-0" TH 2-1 ELEVATION = +/-0'-0" CL CL CL CL MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION TH 2-2 ELEVATION = +/-0'-0" TH 1-1 ELEVATION = +/-0'-0" TH 2-1 ELEVATION = +/-0'-0" CL CL CL CL ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 11/11/2022 11:54:51 PM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\Buildings\Cluster 1A\Cluster 1A_R2019.rvtA1.200 CLUSTER 1-A MS210304.00 MB JM JM--BID SET - NOT FOR CONSTRUCTION - 11-15-2022Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontEXTERIOR ELEVATIONS 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation EXTERIOR ELEVATION NOTES • REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. • GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. • BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. • PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. • INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. Cluster 1-A MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION TH 2-2 ELEVATION = +/-0'-0" MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION TH 2-1 ELEVATION = +/-0'-0"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 11/11/2022 11:54:52 PM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\Buildings\Cluster 1A\Cluster 1A_R2019.rvtA1.201 CLUSTER 1-A MS210304.00 MB JM JM--BID SET - NOT FOR CONSTRUCTION - 11-15-2022Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontEXTERIOR ELEVATIONS 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation EXTERIOR ELEVATION NOTES • REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. • GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. • BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. • PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. • INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. Cluster 1-A 10:12 10:12 10:12 10:12 6:126:1210:12 10:12 6:124:126:124:124:128:126:126:123:1210:12 10:124:124:12 4:126:12 6:126:124:12 10:12 10:12 4:124:126:126:124:1210:12 10:12 4:1210:12 10:12 8:12 TH 2-2 ELEVATION = +/-0'-0" TH 1-1 ELEVATION = +/-0'-0" TH 2-1 ELEVATION = +/-0'-0" CL CL CL CL PROVIDE FIRE RETARDANT TREATED ROOF SHEATHING FOR NOT LESS THAN 4'-0" EACH SIDE OF COMMON WALL. PROVIDE FIRE RETARDANT TREATED ROOF SHEATHING FOR NOT LESS THAN 4'-0" EACH SIDE OF COMMON WALL. TYP. 1' - 0" EAVE TYP.1' - 0" RAKE6:12ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 11/11/2022 11:54:53 PMF:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\Buildings\Cluster 1A\Cluster 1A_R2019.rvtA1.300 CLUSTER 1-A MS210304.00 MB JM JM--BID SET - NOT FOR CONSTRUCTION - 11-15-2022Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontROOF PLAN 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 3/16" = 1'-0" Roof Plan Cluster 1-A MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION10"CL CL COMMONWALL COMMONWALL 10 12 5' - 8"10 12 212 211 202 222 224 205 213 214 216 AD.3 2 4 AD.2 3 AD.2 1 AD.2 7 AD.1 211 212 PITCH BREAK 10 AD.2 11 AD.2 216 MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION COMMONWALL COMMONWALL CL CL 10 12 10 12 10 12 5' - 8"10 12 PITCH BREAK 211 212 213 214 224 222 212 211 205 2238' - 0"216 3 AD.2 1 AD.2 7 AD.1 11 AD.2 10 AD.2 7' - 6"216 AD.3 2 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION9' - 1 1/8"8' - 1 1/8"5' - 8"222 211 212 202 214 213 202 215 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION9' - 1 1/8"8' - 1 1/8"211 212 2238' - 0"5' - 8"215 213 216 10 12 202 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION8' - 1 1/8"9' - 1 1/8"202 214 212 211 6 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 11/12/2022 12:16:46 AMF:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-2\TH2-2_R2019.rvtA1.200_2-2 PLAN TH 2-2 MS210304.00 MB -- JM--BID SET - NOT FOR CONSTRUCTION -11-15-2022Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontEXTERIOR ELEVATIONS - UNIT TH 2-2 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 EXTERIOR ELEV KEYNOTES 202 6" LAP SIDING. 205 BOARD & BATTEN. 211 1x8 FASCIA/RAKE. 212 5/4x6 FRIEZE TRIM. 213 5/4x6 CORNER TRIM. 214 5/4x4 TRIM. 215 5/4x6 TRIM. 216 5/4x8 TRIM. 222 COMPOSITION SHINGLES. 223 RAILING PER BUILDERS SPEC. 224 GABLE PEDIMENT. SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation EXTERIOR ELEVATION NOTES • REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. • GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. • BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. • PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. • INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. Plan TH 2-2 SCALE: 1/4" = 1'-0" Partial Rear Elev. @ Patio SCALE: 1/4" = 1'-0" Partial Front Elev. @ Patio SCALE: 1/4" = 1'-0" Partial Left Elev. @ Patio MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 6 12 6 12 6 12 6 12 8' - 0"5' - 8"211 214 213 202 212 211 222 223 216 12' - 6 1/2"3 AD.2 1 AD.2 7 AD.1 10 AD.2 11 AD.2 216 MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 4 12 6 12 4 12 6 12 6 12 4 12 3 AD.2 7 AD.1 216 213 202 216 212 211 222 2238' - 0"216 AD.3 2 10 AD.2 11 AD.2 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 11/12/2022 12:16:47 AMF:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-2\TH2-2_R2019.rvtA1.201_2-2 PLAN TH 2-2 MS210304.00 MB -- JM--BID SET - NOT FOR CONSTRUCTION -11-15-2022Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontEXTERIOR ELEVATIONS - UNIT TH 2-2 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation EXTERIOR ELEV KEYNOTES 202 6" LAP SIDING. 205 BOARD & BATTEN. 211 1x8 FASCIA/RAKE. 212 5/4x6 FRIEZE TRIM. 213 5/4x6 CORNER TRIM. 214 5/4x4 TRIM. 215 5/4x6 TRIM. 216 5/4x8 TRIM. 222 COMPOSITION SHINGLES. 223 RAILING PER BUILDERS SPEC. 224 GABLE PEDIMENT. EXTERIOR ELEVATION NOTES • REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. • GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. • BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. • PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. • INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. SCALE: 1/4" = 1'-0" Right Elevation Plan TH 2-2 A-1 A1.400_2-2 A-2 A1.401_2-2 10:12 10:12 4:1210:12 10:12 6:1210:12 10:12 4:124:126:126:12PITCH BREAK PITCH BREAK PITCH BREAK 6:12CLCOMMONWALL CLCOMMONWALL TYP. 1' - 0" EAVE TYP.1' - 0" RAKE6:121899 SF ZONE 1 136 SF ZONE 3 62 SFZONE 2ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 11/12/2022 12:16:47 AMF:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-2\TH2-2_R2019.rvtA1.300_2-2 PLAN TH 2-2 MS210304.00 MB -- JM--BID SET - NOT FOR CONSTRUCTION -11-15-2022Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontROOF PLAN - UNIT TH 2-2 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan NOTE: * REQUIRED NET FREE AREAS ARE CALCULATED BY MULTIPLYING THE ACTUAL ATTIC AREA (SQ FT) BY 1/300. 40%-50% OF TOTAL NET FREE VENTED AREA IS REQUIRED AT THE RIDGE (HIGH) WITH REMAINING REQUIRED IN THE SOFFIT (LOW). WHEN NO "HIGH / LOW" VENTING IS PROVIDED, THE REQUIRED NET FREE AREA IS 1/150 OF THE ACTUAL AREA. ATTIC VENTILATION SCHEDULE - 1A ZONE ATTIC AREA VENT RATIO REQUIRED UPPER VENTILATION REQUIRED LOWER VENTILATION ZONE 1 1899 SF 1 / 300 3.17 SF 3.17 SF ZONE 2 62 SF 1 / 150 0.41 SF 0.00 SF ZONE 3 136 SF 1 / 150 0.91 SF 0.00 SF CONSTRUCTION ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. Plan TH 2-2 MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION CL CL CL CL COMMONWALL COMMONWALL COMMONWALL COMMONWALL 10 12 10 12 8 12 8 12 202 222 205 214 224 212 211 8' - 3"10 AD.2 11 AD.2 7 AD.1 AD.3 2 213 215 4 AD.2 3 AD.2 MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION COMMONWALL COMMONWALL COMMONWALL COMMONWALL CL CL CL CL 10 12 10 12 224 205 214 215 222 211 212 11 AD.2 8 AD.1 1 AD.28' - 0"PITCH BREAK 202 213 7 AD.1 223 10 AD.2 3 AD.2 214 212 211 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 11/12/2022 12:29:47 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH1-1\TH1-1_R2019.rvtA1.200_1-1 PLAN TH 1-1 MS210304.00 CM/MB/ST -- JM--BID SET - NOT FOR CONSTRUCTION - 11-15-2022Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontEXTERIOR ELEVATIONS - UNIT TH 1-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 EXTERIOR ELEV KEYNOTES 202 6" LAP SIDING. 205 BOARD & BATTEN. 211 1x8 FASCIA/RAKE. 212 5/4x6 FRIEZE TRIM. 213 5/4x6 CORNER TRIM. 214 5/4x4 TRIM. 215 5/4x6 TRIM. 222 COMPOSITION SHINGLES. 223 RAILING PER BUILDERS SPEC. 224 GABLE PEDIMENT. SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation EXTERIOR ELEVATION NOTES • REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. • GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. • BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. • PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. • INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. Plan TH 1-1 MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 6 12 4 12 6 12 6 12 4 12 10 AD.2 11 AD.2 7 AD.1 205 214 222 211 212 223 MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 6 12 4 12 4 12 6 12 4 12 3 12 202 211 222 212 11 AD.2 7 AD.1 AD.3 2 213 215 223 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 11/12/2022 12:29:47 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH1-1\TH1-1_R2019.rvtA1.201_1-1 PLAN TH 1-1 MS210304.00 CM/MB/ST -- JM--BID SET - NOT FOR CONSTRUCTION - 11-15-2022Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontEXTERIOR ELEVATIONS - UNIT TH 1-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation EXTERIOR ELEV KEYNOTES 202 6" LAP SIDING. 205 BOARD & BATTEN. 211 1x8 FASCIA/RAKE. 212 5/4x6 FRIEZE TRIM. 213 5/4x6 CORNER TRIM. 214 5/4x4 TRIM. 215 5/4x6 TRIM. 222 COMPOSITION SHINGLES. 223 RAILING PER BUILDERS SPEC. 224 GABLE PEDIMENT. EXTERIOR ELEVATION NOTES • REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. • GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. • BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. • PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. • INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. Plan TH 1-1 A-2 A1.400_1-1 3:126:126:124:124:1210:1210:12 10:12 10:12 8:12 8:12TYP.1' - 0" RAKETYP. 1' - 0" EAVE PITCH BREAK A-1 A1.400_1-1 4:12CL CLCOMMONWALLCOMMONWALL CL CLCOMMONWALLCOMMONWALL 934 SF ZONE 1 50 SF ZONE 2 129 SF ZONE 3 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 11/12/2022 12:29:48 AMF:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH1-1\TH1-1_R2019.rvtA1.300_1-1 PLAN TH 1-1 MS210304.00 CM/MB/ST -- JM--BID SET - NOT FOR CONSTRUCTION - 11-15-2022Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontROOF PLAN - UNIT TH 1-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan NOTE: * REQUIRED NET FREE AREAS ARE CALCULATED BY MULTIPLYING THE ACTUAL ATTIC AREA (SQ FT) BY 1/300. 40%-50% OF TOTAL NET FREE VENTED AREA IS REQUIRED AT THE RIDGE (HIGH) WITH REMAINING REQUIRED IN THE SOFFIT (LOW). WHEN NO "HIGH / LOW" VENTING IS PROVIDED, THE REQUIRED NET FREE AREA IS 1/150 OF THE ACTUAL AREA. ATTIC VENTILATION SCHEDULE ZONE ATTIC AREA VENT RATIO REQUIRED UPPER VENTILATION REQUIRED LOWER VENTILATION ZONE 1 934 SF 1 / 300 1.56 SF 1.56 SF ZONE 2 50 SF 1 / 150 0.33 SF 0.00 SF ZONE 3 129 SF 1 / 150 0.86 SF 0.00 SF CONSTRUCTION ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. Plan TH 1-1 MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION CL CL COMMONWALL COMMONWALL 10 12 10 12 4 12 4 12 8' - 3"222 205 211 212 202 213 211 212 10 AD.2 11 AD.2 3 AD.2 4 AD.2 7 AD.1 214 AD.3 2 216 224 MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION COMMONWALL COMMONWALL CL CL 10 12 10 12 4 126 12 8' - 0"222 211 212 205 214 224 213 202 223 10 AD.2 11 AD.2 7 AD.1 1 AD.2 3 AD.2 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 11/17/2022 2:33:46 PM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-1\TH2-1_R2019.rvtA1.200_2-1 PLAN TH 2-1 MS210304.00 CM/MB -- JM--BID SET - NOT FOR CONSTRUCTION - 11-15-2022Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontEXTERIOR ELEVATIONS - UNIT TH 2-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 EXTERIOR ELEV KEYNOTES 202 6" LAP SIDING. 205 BOARD & BATTEN. 211 1x8 FASCIA/RAKE. 212 5/4x6 FRIEZE TRIM. 213 5/4x6 CORNER TRIM. 214 5/4x4 TRIM. 216 5/4x8 TRIM. 222 COMPOSITION SHINGLES. 223 RAILING PER BUILDERS SPEC. 224 GABLE PEDIMENT. SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation EXTERIOR ELEVATION NOTES • REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. • GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. • BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. • PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. • INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. Plan TH 2-1 MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 6 12 4 12 6 12 4 12 4 12 3 12 222 205 213 202 11 AD.2 7 AD.1 PITCH BREAK 10 AD.2 211 212 MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 4 12 6 12 6 12 6 12 6 12 4 124 12 222 211 212 205 213 216 223 202 212 211 214 11 AD.2 10 AD.2 7 AD.1 3 AD.2 1 AD.2 4 AD.2 8' - 0"8' - 3"AD.3 23 AD.2 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 11/17/2022 2:33:47 PM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-1\TH2-1_R2019.rvtA1.201_2-1 PLAN TH 2-1 MS210304.00 CM/MB -- JM--BID SET - NOT FOR CONSTRUCTION - 11-15-2022Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontEXTERIOR ELEVATIONS - UNIT TH 2-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation EXTERIOR ELEV KEYNOTES 202 6" LAP SIDING. 205 BOARD & BATTEN. 211 1x8 FASCIA/RAKE. 212 5/4x6 FRIEZE TRIM. 213 5/4x6 CORNER TRIM. 214 5/4x4 TRIM. 216 5/4x8 TRIM. 222 COMPOSITION SHINGLES. 223 RAILING PER BUILDERS SPEC. 224 GABLE PEDIMENT. EXTERIOR ELEVATION NOTES • REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. • GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. • BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. • PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. • INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. Plan TH 2-1 4:124:12 10:1210:12 4:126:12 6:126:126:124:12 10:12 10:124:12 6:124:12CL COMMONWALL CL COMMONWALL TYP.1' - 0" EAVETYP. 1' - 0" RAKE A-1 A1.400_2-1 A-2 A1.400_2-1 1137 SF ZONE 1 272 SF ZONE 4 83 SF ZONE 3 136 SF ZONE 2 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 11/17/2022 2:33:48 PMF:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-1\TH2-1_R2019.rvtA1.300_2-1 PLAN TH 2-1 MS210304.00 CM/MB -- JM--BID SET - NOT FOR CONSTRUCTION - 11-15-2022Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontROOF PLAN - UNIT TH 2-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan NOTE: * REQUIRED NET FREE AREAS ARE CALCULATED BY MULTIPLYING THE ACTUAL ATTIC AREA (SQ FT) BY 1/300. 40%-50% OF TOTAL NET FREE VENTED AREA IS REQUIRED AT THE RIDGE (HIGH) WITH REMAINING REQUIRED IN THE SOFFIT (LOW). WHEN NO "HIGH / LOW" VENTING IS PROVIDED, THE REQUIRED NET FREE AREA IS 1/150 OF THE ACTUAL AREA. ATTIC VENTILATION SCHEDULE ZONE ATTIC AREA VENT RATIO REQUIRED UPPER VENTILATION REQUIRED LOWER VENTILATION ZONE 1 1137 SF 1 / 300 1.89 SF 1.89 SF ZONE 2 136 SF 1 / 150 0.90 SF 0.00 SF ZONE 3 83 SF 1 / 150 0.55 SF 0.00 SF ZONE 4 272 SF 1 / 150 1.81 SF 0.00 SF CONSTRUCTION ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. Plan TH 2-1 50' Wetland Setback Wetland A T y p e I I I 50' We t l a nd Se t ba c k Wetland B T y p e I I I 50' WetlandSetbackWetland C Type III 8' MIN 8' MIN TR1 TP5 TR1 TP4 TR1 TP3 TR1 TP2 TR1 TP1 TR7 TP2 TR7 TP1 TR5 TP2 TR5 TP1 TR3 TP2 TR3 TP1 TR4 TP2 TR4 TP1 TR6 TP3 TR6 TP2 TR6 TP1 TR2 TP1 TR2 TP2 TR2 TP3TR2 TP4 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-1 OVERALL SITE PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com pcg 338.5 EASTVIEW LIMIT OF EASTVIEW EX. POND #1 EX. POND #2 EX. POND #3 WET POND A GRAVEL WETLAND #1 GRAVEL WETLAND #2 GRAVEL WETLAND #3 GRAVEL WETLAND #4 GRAVEL WETLAND #5 GRAVEL WETLAND #6B GRAVEL WETLAND #7 GRAVEL WETLAND #8 Lot 1 8.9 ac Lot 2 5.0 ac Lot 3 2.0 ac Lot 4 1.1 ac Lot 5 8.8 ac Lot 6 3.0 ac Lot 7 2.4 ac Lot 5 8.8 ac Lot 8 4.6 ac Lot 9 1.9 ac Lot 10 0.9 ac Lot 11 1.2 ac Lot 13 2.78 ac Lot 15 2.38 ac Lot 12 1.6 ac Lot 14 1.1 ac Lot 17 2.48 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 21 0.50 ac Lot 22 0.35 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 25 1.27 ac Lot 26 1.32 ac Lot 27 0.74 ac Lot 28 0.46 ac Lot 33 2.38 ac Lot 31 2.39 ac Lot 32 4.80 ac Lot 35 2.38 ac Lot 47 Open Space 12.61 ac Lot 29 1.70 ac Lot 40 1.90 ac Lot 41 3.65 ac Lot 46 3.96 ac Lot 48 Open Space 4.56 ac Business Park North Lot 4 2.4 ac Archaeology Zone Archaeology Zone Lot 34 1.30 ac Lot 39 3.54 ac Lot 18 Open Space 1.15 ac Lot 19 Open Space 0.75 ac 16-1 16-2 16-3 16-4 16-716-616-5 16-8 16-9 16-10 16-11 16-12 16-13 16-14 20-132-132-232-332-432-532-632-732-832-932-1032-1132-1232-1332-143 2 - 1 5 32 -1632-1732-1832-1932-2032-2132-2232-2332-24 31-1 31-5 31 - 7 3 1 - 9 34-1 34-3 34-6 34-7 39-139-239-3 39-4 39-539-639-739-839-9 39-1039-1138-138-238-338-4 38-5 34-2 34-4 34-5 34-8 34-9 31-2 31-3 31-4 31-6 31 - 8 3 1 - 1 0 31-1131-1220-220-320-420-520-620-720-820-920-1020-1120-1220-1320-1420-1520-1620-1720-1820-1920-2020-2120-2220-2320-2420-2520-26Lot 38 1.56 ac 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 35-9 35-10 Lot 42 3.14 ac Lot 43 3.95 acLot 44 3.51 ac Lot 45 2.90 ac Lot 37 1.10 ac 32-25 35-12 35-13 35-14 35-15 35-16 35-17 35-18 36-137-1 35-11 34-10 Lot 30 1.37 ac Lot 36 0.63 ac 24-1 24-124-2 24-3 24-436-236-336-436-537-2 37-3 37-4 37-5 37-6 GRAVEL WETLAND #6A16-1516-1616-17 16-18 16-19 Lot 49 0.54 ac Lot 50 1.15 ac Pedestrian easement PROPOSED SIDEWALK EXTENSION REQUIRED BY DEVELOPMENT REVIEW BOARD PRELIMINARY PLAT APPROVAL Airport Appro a c h C o n e Airport Appr o a c h C o n e Airpor t A p p r o a c h C o n e Lot 51 0.86 ac Lot 52 0.55 ac Lot 53 0.52 ac Lot 54 0.46 ac Lot 57 0.39 ac Lot 55 1.63 ac Lot 56 0.96 ac Lot 58 0.76 ac