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HomeMy WebLinkAboutZP-23-277 - 0307-0311-0315 Old Farm Road 8/3/2023ZP-23-277 3,270.8007/18//2023 R1 PRD triplex SD-22-10A 01/19/2023 (Acting) 08/03/2023 08/19/2023 08/02/2024 VIA HAND-DELIVERY June 5, 2023 Betsy Brown South Burlington Planning and Zoning 180 Market Street South Burlington, VT 05403 Re: Zoning Permit Application for Triplex at 307, 311 and 315 Old Farm Road, South Burlington, VT 05403 Betsy, Further to Final Plat Permit SD-22-10A, enclosed please find a zoning permit application for the Triplex at 307, 311 and 315 Old Farm Road, South Burlington, Vermont 05403, Units 20- 4, 20-5 and 20-6, a building comprised of three total dwelling units each with three bedrooms, on the Final Plat/Site Plan submitted as part of SD-22-10A. As summarized below, we are currently not requesting any identical homes or exceptions to what has been permitted per the Final Plat Permit #SD-22-10A. This application requires a sewer connection and allocation. Attached please find required sewer and water allocation forms as well. The preconstruction grade elevation (PCG) of the lot is 419.375 ft msl. The First Floor Elevation (FFE) is 420.3 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’-9”, as shown on the attached plan. Therefor the mid-point of the tallest roof plane is 24’-8 1/8” above PCG, less than the maximum allowed height in the Project Zoning District of 28 ft above PCG. Please contact us with any questions or concerns. Sincerely, Brandon Secl, Estimator Property Owners Name:O'Brien Eastview Property Location:307-311-315 Old Farm Road Amount:8,516.70 Payment Type:check #00557 Date:8/1/2023 Code Zoning Permit (New Residential)ZP-23-277 zp Recording fee -$ plus addition/alteration cost 5.00$ per $1,000 project cost -$ OR: plus 0.45$ per sq. ft. -$ plus 0.20$ per sq. ft. -$ plus 50.00$ per bay -$ plus After-the fact of 50% [no NOV] or 100% [NOV] -$ Zoning Permit Total -$ Sewer Allocation Fee WWA-23-###204 g.p.d x 14.57$ -$ Bartlett Bay Airport Parkway Impact Fee Administrative Fee #248 $100.00 per application $0.00 School Impact Fee #222S $8,516.70 Recreation Impact Fee #220 $1,665.08 /unit South Village Recreation Impact Fee #243 /unit -$ Road Impact Fee #221 $954.51 /unit Fire Impact Fee #203 /unit -$ Police Impact Fee #222 $496.80 /unit Dorset Street Waterline Fee #230 /unit -$ Sewer Connection Inspection WW-23-##ww 63.00$ per connection Total (Impact Fees + Permit) 8,516.70$ Planning & Zoning Invoice Residential Impact & Permit Fees garage bay(s) at Amount Due sq. ft building at sq. ft unfinished basement at Property Owners Name:O'Brien Eastview, LLC Property Location:307, 311 & 315 Old Farm Road Amount:22,005.92 Payment Type:Check #525 Date:7/18/2023 Code Zoning Permit (New Residential)ZP-23-277 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-23-143 #204 747.45 g.p.d x 13.45$ 10,053.20$ Bartlett Bay WWA-23-144 x Airport Parkway WWA-23-145 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-23-47 ww 63.00$ per connection 189.00$ WW-23-48 WW-23-49 Total (Impact Fees + Permit) 22,005.92$ 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 417.53 Inv. in 411.73 Inv. out 411.63 New SMh Rim 419.3 Inv. in 413.58 Inv. out 413.48New 12" D.I. water mainNew 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 New CB Rim 419.14 Inv. in 408.55 Inv. out 408.45 Inv. fd 409.8 New CB Rim 419.14 Inv. fd 410.3 Inv. out 409.05 Lot 18 Open Space 1.15 ac 16-1 16-2 16-3 16-4 20-1 20-2 20-3 20-4 20-5 20-6 20-7 Lot 16 2.81 ac Lot 20 2.13 ac New 4" PVC SDR 35 sanitary service. s=1 4"/ft. min. Typical all units. FUTURE ATHLETIC FIELD and/or ACTIVE USE AREA New 8" PVC Sewer s=0.01 8' paved multi-use path 9 Parking spaces New 15"HDPENew 15" HDPENew 15" HDPE s=0.01 New 12"CL 52 D.I. Water. Connect to Phase 1 stub. Verify elevation prior to laying pipe New 12" x 12" x 12" tee with thrust block New 12" gate valves New 12" CL 52 D.I. water main New Hydrant assembly New 34" k copper water service and curb stop. Typical all units. New 12" CL 52 D.I. Water m a i n New 12" x 12" x 4" tee with thrust block New 4" gate valve New 12"tee with valve & thrust block New 12" gate valves New 45° bends with thrust blocks New 30' access and utility easement New 10' paved pathNew 5' concrete sidewalk New 5' concrete sidewalk New 5' concrete sidewalk PCG 420.1 PCG 419.7 PCG 419.0 PCG 418.5 PCG 419.4PCG 420.0 30' radius w/mountable curb. Transition to regular curb over 10' (typ.) 30' radius w/mountable curb. Transition to regular curb over 10' (typ.) HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-2 SITE PLAN - LEO LANE 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 Lot 5 8.8 ac EASTVIEW SEE SHEET C-10SEE SHEET C-2.1 SEE SHEET C-9 SEE SHEET C-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 11/11/2022 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 UP 15 RISERS CLCOMMONWALL CLCOMMONWALL 4' - 0"8' - 0"6' - 0"4' - 0"21' - 4"38' - 8"4' - 0"8' -9" CLG UNFINISHED BASEMENT UNEXCAVATED UNEX.68' - 0"17' - 4"13' - 4"37' - 4"4' - 0"20' - 0" 1' - 8"16' - 4" WH HRV FURNACE 4040 XO 4' - 0"4' - 0"3' - 0" 4' - 4"10' - 8"5' - 0"4' - 0"14' - 0"12' - 0"4' - 4"6' - 8"6' - 4"22' - 0"8"12' - 10 1/2"8' - 8 1/2"15' - 9"4' - 0"7' - 0"2668016 004 011 010 018 00110"8"2' - 6"10' - 3"3' - 9 1/2"3' - 6"15' - 7 1/2"10"2x6 WALL 2x6 WALL 8"4 1/2"3' - 4 1/2"5' - 0"5 1/2"3' - 5 1/2"10" 10" 7 1/2" 6' - 4 1/2" 003 8' - 0" 1 A1.500_2-2 A-1 A1.400_2-2 A-2 A1.401_2-2 2' - 0"36' - 8"19' - 4"2' - 0"7' - 11" 13' - 11" 37' - 11"1" 38' - 0" 1' - 1" 19' - 1" 37' - 1"10"1" 38' - 0" 29' - 11" 2 A1.500_2-2 25' - 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 11/12/2022 12:16:42 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-2\TH2-2_R2019.rvtA1.100_2-2 PLAN TH 2-2 MS210304.00 MB -- JM--BID SET - NOT FOR CONSTRUCTION -11-15-2022Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontBASEMENT FLOOR PLAN - UNIT TH 2-2 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. FLOOR PLAN KEYNOTES 001 DROP TOP OF FOUNDATION AT OVERHEAD GARAGE DOOR. 003 PROVIDE WINDOW WELL AS SPECIFIED BY BUILDER. CLEAR DIMENSIONS OF WELL SHALL BE 36"x36" MINIMUM W/ LADDER AT EGRESS WINDOWS. 004 PROVIDE 5/8" TYPE "X" GYPSUM BOARD ON WALLS AND CEILINGS UNDER ACCESSIBLE ENCLOSED STAIRS. 010 HANDRAIL. 011 EMERGENCY EGRESS: WINDOW SHALL COMPLY WITH GOVERNING FIRE & BUILDING CODES. MAXIMUM SILL HEIGHT OF EGRESS WINDOWS SHALL BE NO MORE THAN 44" A.F.F. 016 LINE OF DECKING ABOVE. 018 3" RIGID INSULATION. 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. SCALE: 1/4" = 1'-0" Basement Plan AREA SCHEDULE - STANDARD AREA NAME AREA ALL ELEVATIONS MAIN FLOOR LIVABLE 1502 SF UPPER FLOOR LIVABLE 619 SF LIVABLE 2121 SF GARAGE 425 SF COVERED PATIO 136 SF PORCH 24 SF PATIO/DECK 137 SF BASEMENT 1285 SF NON-LIVABLE 2007 SF ALL ELEVATIONS 4128 SF Plan TH 2-2 DN 15 RISERS UP 16 RISERS DN DN DN 4' - 0" CLCOMMONWALL CLCOMMONWALL 8"3' - 4"8"10' - 0"8"4' - 0"8" 4' - 0"15' - 4" 5' - 8"7' - 9"1' - 11"7' - 3"68' - 0"17' - 4"13' - 4"37' - 4"4' - 0"7' - 0" 3' - 8 1/2" 3' - 3 1/2" 20' - 0" 4' - 0"8' - 0"6' - 0" 4' - 0"4' - 0"5' - 4"8"2' - 3"1' - 9"2' - 9 1/2"2' - 9"10' - 3 1/2"68' - 0"9' -0" CLG FAMILY 9' -0" CLG OWNER'S SUITE 9' -0" CLG KITCHEN 9' -0" CLG OWNER'S BATH 9' -0" CLG W.I.C. 9' -0" CLG PANTRY 9' -0" CLG BEVERAGE 9' -0" CLG LAUNDRY 9' -0" CLG O.E. 2-STORY CLG DINING 9' -0" CLG P.O. 9' -0" CLG POWDER 2-CAR GARAGEPATIO/DECKPORCH 9' -0" CLG FOYER PORCH (2) 3060 DH 3068 FR DR (TEMP) (2) 3060 DH 210683060 DH3060 DH9068 3X POCKET MSD (TEMP)3060 DH 21068 21068 PKT 26682106821068 2668 210683068 SC(2) 3060 DH2468 2040 DH210682106830683050 DH3050 DH 2040 DH4' - 0"14' - 0"12' - 0"6' - 0"6' - 0"2' - 11 1/2"8' - 1"2' - 11 1/2"6'-0" PRIVACY WALL16070 OGD2868w/ 3010 FX ABV. w/ 3010 FX ABV. 5' - 6 1/2"4' - 10 1/2"7' - 7"w/ 9010 FX ABV.7' - 8 1/2"6' - 6 1/2"8"3' - 4"8"6' - 0"8"6' - 0"8"12' - 0"14' - 3"7' - 3 1/2"5' - 11"10' - 6 1/2"4' - 1 1/2"1' - 9 1/2"5' - 0 1/2"5' - 6"2' - 8"CANT.1' - 4"12' - 0"9' - 4"4' - 3"2' - 10"6' - 0 1/2"1' - 0"4' - 3 1/2"6' - 8 1/2"3' - 6"10' - 0 1/2"3' - 4"8"13' - 10 1/2"7' - 6"3' - 11"2' - 7"3' - 8 1/2"3' - 0 1/2"3' - 0"1' - 0 1/2"5' - 1"3' - 9 1/2"2' - 0"3' - 11"6' - 6 1/2"3' - 4"8"9' - 0"8' - 0" CLG CLG 118 119 108 109122 108 109 103 102 104101110 113 111111122122122 110 112 1081081091091082-STRY9' - 0"CLGCLG9' - 0"2-STRYCLG CLG109109117 107 138 130 1171082-STRY 9' - 0" CLG CLG 131 121 127 128 126 129 133 133 145 2x6 WALL 2x6 WALL2x6 WALL 2x8 WALL 2x6 WALL 147 OPT. 8' - 0"3' - 0"7' - 2 1/2"1' - 0"4' - 1 1/2" 1' - 7 1/2" 1' - 5"1' - 0"3' - 6"4' - 5" 7' - 0"6' - 6 1/2"3' - 9 1/2" 1' - 6" 4' - 6 1/2" 5' - 9 1/2"3' - 9 1/2"3' - 11 1/2"15' - 2 1/2" 148148 123 138 130 1071' - 0 1/2"3' - 4 1/2"5' - 0"10"3' - 3 1/2"2x6 WALL133 124 1 A1.500_2-2 A-1 A1.400_2-2 A-2 A1.401_2-2 7' - 1"7' - 0 1/2"6' - 5 1/2"4' - 3"11' - 10"4' - 0"2' - 0"36' - 8"19' - 4"2' - 0"4' - 0"7' - 4" 13' - 11" 37' - 11"1" 38' - 0" 10' - 1" 7' - 11" 19' - 11" 37' - 11"1" 38' - 0" 2 A1.500_2-2 5' - 2" 9' - 10"8 1/2" 2' - 7 1/2" A1.200_2-2 5 4 3 14' - 7" 19' - 8"8 1/2"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 12:16:43 AMF:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-2\TH2-2_R2019.rvtA1.110_2-2 PLAN TH 2-2 MS210304.00 MB -- JM--BID SET - NOT FOR CONSTRUCTION -11-15-2022Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontMAIN FLOOR PLAN - UNIT TH 2-2 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 FLOOR PLAN KEYNOTES 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 112 PED. SINK. 113 SHOWER (36X48). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS. 124 HANDRAIL. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 129 LINE OF FOUNDATION BELOW. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD OPENING 8'-0" AT MAIN FLOOR & 7'-0" AT UPPER FLOOR. 133 LINE OF FRAMING ABOVE. 138 EXTERIOR GUARDRAIL W/ BALLUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 145 SHELF AT FINISH FLOOR LEVEL. 147 UNDERCOUNTER BEVERAGE COOLER. 148 DESK BASE +28 1/2" A.F.F. W/ COUNTERTOP PER 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. 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. AREA SCHEDULE - STANDARD AREA NAME AREA ALL ELEVATIONS MAIN FLOOR LIVABLE 1502 SF UPPER FLOOR LIVABLE 619 SF LIVABLE 2121 SF GARAGE 425 SF COVERED PATIO 136 SF PORCH 24 SF PATIO/DECK 137 SF BASEMENT 1285 SF NON-LIVABLE 2007 SF ALL ELEVATIONS 4128 SF SCALE: 1/4" = 1'-0" Main Floor Plan Plan TH 2-2 DN 16 RISERS CLCOMMONWALL CLCOMMONWALL 20' - 0" 3' - 6"3' - 6" 3050 FX BLACKOUT 4050 FXTEMP.246826685068 BP5068 BP3050 DH2668 (2) 3050 DH (2) 3050 DH 2020 FX OPEN TO BELOW 8' -0" CLG LOFT 8' -0" CLG UNF. STORAGE 8' -0" CLG BEDROOM 3 8' -0" CLG BEDROOM 2 8' -0" CLG BATH 2 3050 FX (2) 3050 FX286814' - 0"4' - 5"7' - 7"2' - 9" 11' - 2"2' - 10"1' - 11"2' - 6" 3' - 9 1/2"3' - 9 1/2"7' - 0"4' - 2"2' - 6 1/2"18' - 0"12' - 0"38' - 0"68' - 0"14' - 0" 7' - 0"7' - 0"10' - 9 1/2" 3' - 8 1/2"3' - 3 1/2"10' - 8"5' - 9 1/2"7' - 3 1/2"14' - 3"7' - 8 1/2"6' - 6 1/2"3' - 7 1/2"3' - 8"4' - 0"4' - 0"22' - 0"1' - 4"2' - 8"68' - 0"5' - 0"5' - 8"2x6 WALL 110 111 116 122122124 131 132 4' - 0"14' - 0"12' - 0"14' - 3"3' - 6"3' - 9 1/2"5' - 9 1/2"3' - 7 1/2"7' - 0 1/2"2' - 8"1' - 4"8' - 6"3' - 11 1/2"15' - 11 1/2"5' - 7"4' - 6"5' - 10"1"3' - 5"10' - 11 1/2" WINDOW SEAT 134 134 123 16' - 0"3' - 0"7' - 0" 132 134 1 A1.500_2-2 A-1 A1.400_2-2 A-2 A1.401_2-2 5' - 7"16' - 5"9' - 1 1/2" 19' - 11" 13' - 11" 33' - 11"1" 34' - 0" 2' - 7 1/2" 5' - 2" 33' - 11"1" 34' - 0" 2 A1.500_2-2 9' - 1 1/2" A1.200_2-2 5 4 3 3' - 11"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 12:16:45 AMF:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-2\TH2-2_R2019.rvtA1.120_2-2 PLAN TH 2-2 MS210304.00 MB -- JM--BID SET - NOT FOR CONSTRUCTION -11-15-2022Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontUPPER FLOOR PLAN - UNIT TH 2-2 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 FLOOR PLAN KEYNOTES 110 WATER CLOSET. 111 LAV. SINK. 116 TUB/SHOWER (33X60). 122 ROD & SHELF. 123 ATTIC ACCESS. 124 HANDRAIL. 131 GYPSUM BOARD OPENING 8'-0" AT MAIN FLOOR & 7'-0" AT UPPER FLOOR. 132 HALF WALL @ 36" A.F.F. W/ WOOD CAP. 134 LINE OF FRAMING BELOW. 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. 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. AREA SCHEDULE - STANDARD AREA NAME AREA ALL ELEVATIONS MAIN FLOOR LIVABLE 1502 SF UPPER FLOOR LIVABLE 619 SF LIVABLE 2121 SF GARAGE 425 SF COVERED PATIO 136 SF PORCH 24 SF PATIO/DECK 137 SF BASEMENT 1285 SF NON-LIVABLE 2007 SF ALL ELEVATIONS 4128 SF SCALE: 1/4" = 1'-0" Upper Floor Plan Plan TH 2-2 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 UP 15 RISERS CLCOMMONWALL CLCOMMONWALL UNEXCAVATED UNEX. WH HRV FURNACE 4040 XO4' - 0"14' - 0"12' - 0"22' - 0"7' - 11"1" 10" 3"8 1/2"5' - 4"7' - 8 1/2"14' - 0"8"6" 2668 016 004 011 010 018 00110"8"2' - 6"10' - 3"3' - 9 1/2"3' - 6"15' - 7 1/2"10"2x6 WALL 2x6 WALL 8"4 1/2"3' - 4 1/2"5' - 0"5 1/2"3' - 1" 4 1/2" 10" 10" 7 1/2" 6' - 4 1/2"3"25' - 2"3"6" 003 21068166821068210682668 2106810"3"3' - 3"5' - 9"2' - 10"27' - 4"3' - 9 1/2"3' - 8"11' - 5 1/2"10"8' -0" CLG BATH 3 8' -0" CLG W.I.C. 8' -0" CLG BEDROOM 4 8' -0" CLG FAMILY 8' -0" CLG MECHANICAL 8' -0" CLG UNF. STORAGE 10" 3" 2' - 4 1/2" 7 1/2" 3' - 0 1/2"3' - 10 1/2"17' - 10"5" 3" 6" 116 110111122122 017 10"3"7' - 8 1/2"4' - 1 1/2"24' - 8"3"10"2x6 WALL117ISSUE 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 12:16:49 AMF:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-2\TH2-2_R2019.rvtA1.600_2-2 PLAN TH 2-2 MS210304.00 MB -- JM--BID SET - NOT FOR CONSTRUCTION -11-15-2022Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontFLOOR PLAN OPTIONS - UNIT TH 2-2 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 FLOOR PLAN KEYNOTES 001 DROP TOP OF FOUNDATION AT OVERHEAD GARAGE DOOR. 003 PROVIDE WINDOW WELL AS SPECIFIED BY BUILDER. CLEAR DIMENSIONS OF WELL SHALL BE 36"x36" MINIMUM W/ LADDER AT EGRESS WINDOWS. 004 PROVIDE 5/8" TYPE "X" GYPSUM BOARD ON WALLS AND CEILINGS UNDER ACCESSIBLE ENCLOSED STAIRS. 010 HANDRAIL. 011 EMERGENCY EGRESS: WINDOW SHALL COMPLY WITH GOVERNING FIRE & BUILDING CODES. MAXIMUM SILL HEIGHT OF EGRESS WINDOWS SHALL BE NO MORE THAN 44" A.F.F. 016 LINE OF DECKING ABOVE. 017 GYPSUM BOARD OPENING 7'-6" AT BASEMENT. 018 3" RIGID INSULATION. 110 WATER CLOSET. 111 LAV. SINK. 116 TUB/SHOWER (33X60). 117 LINEN SHELVES PER BUILDER SPEC. 122 ROD & SHELF. 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. NOTE: SEE STANDARD FLOOR PLANS, ELECTRICAL PLANS, ROOF PLANS, AND ELEVATIONS, FOR INFORMATION NOT SHOWN, IN AREAS ADJACENT TO OPTIONS, THAT DOES NOT CHANGE. Plan TH 2-2 Floor Plan Options AREA SCHEDULE - OPTIONS AREA NAME AREA ALL ELEVATIONS OPTIONAL FINISHED BASEMENT 990 SF SCALE: 1/4" = 1'-0" Finished Basement Plan UP 15 RISERS1 A1.500_1-1 A-2 A1.400_1-1 UNEX. UNEXCAVATED UNEXCAVATED 8' -9" CLG MECH. CL CLCOMMONWALLCOMMONWALL CL CLCOMMONWALL COMMONWALL 20' - 0" 19' - 6"6"57' - 0"1' - 0"23' - 8"32' - 4"20' - 0" 19' - 11"1" 13' - 8"5' - 10" 11' - 4"8' - 7"57' - 0"3' - 0"8' - 0"37' - 0"8' - 0"1' - 0"6' - 10"6' - 10" 4040 XO WH FURNACE HRV 6"10' - 8"8' - 4"6" 1' - 4"9' - 4"8" 2668 8' -9" CLG BEDROOM 4 8' -9" CLG FLEX 8' -9" CLG W.I.C. 2668 2668 26686"3"11' - 6 1/2"6' - 11 1/2"3"6" 8 1/2"11' - 2"3' - 1"3' - 9 1/2" 3"8"3"3' - 6 1/2"11' - 10 1/2"4' - 11 1/2"9' - 2"5' - 5 1/2"3"10"10"3"10 1/2"2' - 6"3' - 2"9' - 2"14' - 5 1/2"3"10"018 122 122004 003 011 010 001 018 A-1 A1.400_1-1 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 12:29:45 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH1-1\TH1-1_R2019.rvtA1.100_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, VermontBASEMENT PLAN - UNIT TH 1-1 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. FLOOR PLAN KEYNOTES 001 DROP TOP OF FOUNDATION AT OVERHEAD GARAGE DOOR. 003 PROVIDE WINDOW WELL AS SPECIFIED BY BUILDER. CLEAR DIMENSIONS OF WELL SHALL BE 36"x36" MINIMUM W/ LADDER AT EGRESS WINDOWS. 004 PROVIDE 5/8" TYPE "X" GYPSUM BOARD ON WALLS AND CEILINGS UNDER ACCESSIBLE ENCLOSED STAIRS. 010 HANDRAIL. 011 EMERGENCY EGRESS: WINDOW SHALL COMPLY WITH GOVERNING FIRE & BUILDING CODES. MAXIMUM SILL HEIGHT OF EGRESS WINDOWS SHALL BE NO MORE THAN 44" A.F.F. 018 3" RIGID INSULATION. 122 ROD & SHELF. AREA SCHEDULE AREA NAME AREA ALL ELEVATIONS BASEMENT LIVABLE 483 SF MAIN FLOOR LIVABLE 699 SF UPPER FLOOR LIVABLE 773 SF LIVABLE 1955 SF GARAGE 276 SF COVERED PATIO 45 SF PORCH 88 SF UNFINISHED BASEMENT 75 SF NON-LIVABLE 484 SF ALL ELEVATIONS 2439 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. SCALE: 1/4" = 1'-0" Basement Plan Plan TH 1-1 DN UP 16 RISERSDN 15 RISERSDN 1 A1.500_1-1 2 A1.500_1-1 A-2 A1.400_1-1 9' -0" CLG FAMILY 9' -0" CLG COVERED DECK 9' -0" CLG KITCHEN/DINING 2-STORY CLG FOYER GARAGE PORCH 9' -0" CLG POWDER (2) 3060 DH 1074 FX 21068 FR DR (TEMP)1668210683068 SC 2068 9070 OGD 2040 DH 3068 20' - 0" 13' - 7" 3' - 6"57' - 0"5' - 0"1' - 0"23' - 8"32' - 4"8"4"3' - 6"20' - 2"6' - 3"11' - 7 1/2"2' - 4 1/2"12' - 1"20' - 0" 1"19' - 10"1" 11' - 3"8' - 7" 1"11' - 11"2' - 0"3' - 6"2' - 5" 1"5' - 11"6' - 0"7' - 11"1"57' - 0"5' - 0"3' - 0"8' - 0"37' - 0"8' - 0"1' - 0"8"2' - 4"8"7' - 3"8" 6' - 10"6' - 9"9"4' - 6"1' - 0" CL CLCOMMONWALLCOMMONWALL CL CLCOMMONWALL COMMONWALL 1"19' - 10"1" w/ 21010 FX ABV. w/ 3010 FX ABV. 2X8 WALL 19' - 11"17' - 1"7' - 4 3/4"7 1/4"1"5' - 4"6' - 7" 4 1/2" 3' - 1"4' - 5 1/2"1" 1" 8 1/2" 2' - 0"10' - 7"6' - 0"6 1/2"1"1' - 0"10' - 0"5' - 1"11' - 1"4 1/2"3' - 4 1/2"2' - 4 1/2"11' - 2 1/2"3' - 6"9' - 0"2x6 WALL 2x6 WALL 101 102 104 103 109 108 108 109109108 7'-0" SOFFIT 7'-0" SOFFIT7'-9" CLG 124 110 112107 126 130 129 132 130 127 128 A-1 A1.400_1-1 145 23' - 8"2' - 10"3' - 5"26' - 1"133 138 122 OPT PATIO 142 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 12:29:45 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH1-1\TH1-1_R2019.rvtA1.110_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, VermontMAIN FLOOR PLAN - UNIT TH 1-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 FLOOR PLAN KEYNOTES 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 112 PED. SINK. 122 ROD & SHELF. 124 HANDRAIL. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 129 LINE OF FOUNDATION BELOW. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 132 HALF WALL @ 36" A.F.F. W/ WOOD CAP. 133 LINE OF FRAMING ABOVE. 138 EXTERIOR GUARDRAIL W/ BALLUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 142 GYPSUM BOARD SOFFIT @ 78" A.F.F. 145 SHELF AT FINISH FLOOR LEVEL. 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. 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. AREA SCHEDULE AREA NAME AREA ALL ELEVATIONS BASEMENT LIVABLE 483 SF MAIN FLOOR LIVABLE 699 SF UPPER FLOOR LIVABLE 773 SF LIVABLE 1955 SF GARAGE 276 SF COVERED PATIO 45 SF PORCH 88 SF UNFINISHED BASEMENT 75 SF NON-LIVABLE 484 SF ALL ELEVATIONS 2439 SF SCALE: 1/4" = 1'-0" Main Floor Plan Plan TH 1-1 DN 16 RISERS 1 A1.500_1-1 2 A1.500_1-1 A-2 A1.400_1-1 8' -0" CLG BEDROOM 3 8' -0" CLG BEDROOM 2 8' -0" CLG BATH 2 8' -0" CLG BEDROOM 1 (2) 3050 DH 3050 DH 4068 BP 2668 24682668286816686068 BP 24686068 BP2668 (2) 3050 DH 4040 FX 20' - 0" 13' - 7"6' - 3" 6' - 10"6' - 9"3' - 0"3' - 3"57' - 0"1' - 0"3' - 6"52' - 6"6' - 6"8' - 8"8' - 0"7' - 0"8' - 7 1/2"2' - 4 1/2"11' - 4"20' - 0" 1"19' - 10"1" 11' - 11"7' - 11"57' - 0"4' - 6"6' - 6"5' - 4"10' - 10"3' - 9"2' - 4 1/2"14' - 8 1/2"9' - 0"19' - 11"2' - 4 1/2"14' - 8 1/2"5' - 11 1/2"5' - 11 1/2"3' - 10"4' - 1" CL CLCOMMONWALLCOMMONWALL CL CLCOMMONWALL COMMONWALL 1"19' - 10"1" OPEN TO BELOW 1" 8 1/2" 5' - 0"3' - 6 1/2"2' - 2 1/2"8' - 4 1/2"1" 1"5' - 6 1/2"3' - 6 1/2"2' - 10"7' - 11"1" 1"5' - 8 1/2"6' - 2 1/2"3' - 5 1/2"4' - 5 1/2"1" 11' - 3"8' - 7"111110122 122124 132 122117 A-1 A1.400_1-1 131 134 134 8' -0" CLG LAUNDRY 118119 121 2x6 WALL 15' - 2 1/2"7' - 9 1/2"3' - 5"2' - 4 1/2"6' - 10"5' - 6 1/2"11' - 4"124 123 8' -0" CLG W.I.C. 122 122116 11' - 0"37' - 0"8' - 0"1' - 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 11/12/2022 12:29:46 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH1-1\TH1-1_R2019.rvtA1.120_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, VermontUPPER FLOOR PLAN - UNIT TH 1-1 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. 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. AREA SCHEDULE AREA NAME AREA ALL ELEVATIONS BASEMENT LIVABLE 483 SF MAIN FLOOR LIVABLE 699 SF UPPER FLOOR LIVABLE 773 SF LIVABLE 1955 SF GARAGE 276 SF COVERED PATIO 45 SF PORCH 88 SF UNFINISHED BASEMENT 75 SF NON-LIVABLE 484 SF ALL ELEVATIONS 2439 SF SCALE: 1/4" = 1'-0" Upper Floor Plan FLOOR PLAN KEYNOTES 110 WATER CLOSET. 111 LAV. SINK. 116 TUB/SHOWER (33X60). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS. 124 HANDRAIL. 131 GYPSUM BOARD OPENING 8'-0" AT MAIN FLOOR & 7'-0" AT UPPER FLOOR. 132 HALF WALL @ 36" A.F.F. W/ WOOD CAP. 134 LINE OF FRAMING BELOW. 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 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 UP 15 RISERS 1 A1.500_2-1 2 A1.500_2-1 3 A1.500_2-15' - 0"30' - 0"23' - 0"2' - 0" 21' - 2" 6"31' - 6" 32' - 0" 7' - 6" 15' - 1" 1"10"31' - 1" 32' - 0" A-1 A1.400_2-1 A-2 A1.400_2-158' - 0"UNEXCAVATED UNEXCAVATED 8' -9" CLG UNFINISHED BASEMENT CL COMMONWALL CL COMMONWALL 16' - 0"58' - 0"6' - 0"8' - 0"16' - 4"24' - 4"3' - 4"7' - 7" 4040 XO WHFURNACE HRV 8' - 0"8' - 0" 10' - 4" 16' - 4"2' - 10"13' - 4"11' - 0"8' - 0"8' - 0"14' - 0"8"4 1/2"3' - 1"11' - 6 1/2"8"13' - 8"14' - 0"5' - 10"8' - 10"2' - 6"2' - 2"10"4' - 1"5' - 4"4' - 7"10"3' - 6"1 1/2"2' - 7"3' - 1" 4 1/2" 8" 8 1/2"10"2668004 011 010 016 001 018 005 1' - 0" 003 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 2:33:43 PM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-1\TH2-1_R2019.rvtA1.100_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, VermontBASEMENT FLOOR PLAN - UNIT TH 2-1 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. FLOOR PLAN KEYNOTES 001 DROP TOP OF FOUNDATION AT OVERHEAD GARAGE DOOR. 003 PROVIDE WINDOW WELL AS SPECIFIED BY BUILDER. CLEAR DIMENSIONS OF WELL SHALL BE 36"x36" MINIMUM W/ LADDER AT EGRESS WINDOWS. 004 PROVIDE 5/8" TYPE "X" GYPSUM BOARD ON WALLS AND CEILINGS UNDER ACCESSIBLE ENCLOSED STAIRS. 005 LINE OF FRAMING ABOVE. 010 HANDRAIL. 011 EMERGENCY EGRESS: WINDOW SHALL COMPLY WITH GOVERNING FIRE & BUILDING CODES. MAXIMUM SILL HEIGHT OF EGRESS WINDOWS SHALL BE NO MORE THAN 44" A.F.F. 016 LINE OF DECKING ABOVE. 018 3" RIGID INSULATION. SCALE: 1/4" = 1'-0" Basement Plan 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. AREA SCHEDULE - STANDARD AREA NAME AREA ALL ELEVATIONS MAIN FLOOR LIVABLE 881 SF UPPER FLOOR LIVABLE 994 SF LIVABLE 1875 SF GARAGE 492 SF COVERED PATIO 176 SF PORCH 83 SF DECK 104 SF BASEMENT 716 SF NON-LIVABLE 1571 SF ALL ELEVATIONS 3446 SF Plan TH 2-1 DN DN DN 15 RISERSUP 16 RISERS DN DN 1 A1.500_2-1 2 A1.500_2-1 3 A1.500_2-1 8' - 0"15' - 0"21' - 0"1' - 0"8' - 0"5' - 0"7' - 2"6"3' - 5"9' - 11"58' - 0"32' - 0" 1"31' - 11" 21' - 7"10' - 4" 10' - 7"11' - 0" 9' - 8"8" 1"31' - 11" 32' - 0" 15' - 11" 7' - 11" A-1 A1.400_2-1 A-2 A1.400_2-1 8 1/2"2' - 4" 8 1/2"2' - 2" 5' - 7" 5' - 7" 6' - 9"1071091091091' - 0"7' - 0"142 9' -0" CLG FAMILY COVERED DECK 9' -0" CLG DINING 2-STORY CLG FOYER 2-CAR GARAGE PORCH 9' -0" CLG POWDER (3) 3060 DH (2) 3068 FR DR (TEMP)210683068 SC 16070 OGD 3068 16' - 0" 8' - 0" 3' - 9"4' - 3" 14' - 10"2' - 4 1/2"5' - 8"2' - 3 1/2"58' - 0"6' - 0"8' - 0"16' - 4"13' - 0"11' - 4"3' - 4"8"7' - 4"CL COMMONWALL CL COMMONWALL w/ 5810 FX ABV. w/ 3010 FX ABV.13' - 8"4' - 1"5' - 4"4' - 7"2' - 0 1/2"2' - 6 1/2"2' - 0 1/2"2' - 0 1/2"7' - 0 1/2"6' - 7 1/2"3' - 11 1/2"8' - 3"4' - 1 1/2"14' - 0"15' - 4"8"3060 DH TEMP.3060 DH TEMP.(3) 3060 DH210685068 BP9' -0" CLG PANTRY 3060 DH TEMP. 2040 DH TEMP 9' -0" CLG KITCHEN DECK 8"10' - 0"8"11' - 5"1' - 5 1/2"1' - 0"7' - 0"8' - 0" 5' - 6 1/2"1' - 0"14' - 6"3' - 9"4' - 3" 110 112 101 102 103107 122108108 6' - 0"1' - 0"16' - 0"7' - 2"3' - 7"9' - 0"5' - 6"5' - 0"4' - 9"4' - 1 1/2"2' - 4 1/2"5' - 4 1/2"4' - 1 1/2"4' - 2 1/2"2' - 0"4' - 1 1/2" 4' - 1 1/2"2' - 4 1/2"5' - 4 1/2"8' - 4"2' - 0"3' - 1" 1' - 0 1/2" 108 108145 126 133 124 127 128 130 133 130136 9' - 0"2-STRY CLG CLG 2-STRY9' - 0"CLGCLG2x6 WALL 2x10 WALL2x10 WALL 2x8 WALL 104138 130 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 2:33:44 PM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-1\TH2-1_R2019.rvtA1.110_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, VermontMAIN FLOOR PLAN - UNIT TH 2-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 FLOOR PLAN KEYNOTES 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 112 PED. SINK. 122 ROD & SHELF. 124 HANDRAIL. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 133 LINE OF FRAMING ABOVE. 136 PREFABRICATED FIREPLACE, GAS (NON WOOD BURNING) AS SPECIFIED BY BUILDER. 138 EXTERIOR GUARDRAIL W/ BALLUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 142 GYPSUM BOARD SOFFIT @ 78" A.F.F. 145 SHELF AT FINISH FLOOR LEVEL. SCALE: 1/4" = 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. 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. AREA SCHEDULE - STANDARD AREA NAME AREA ALL ELEVATIONS MAIN FLOOR LIVABLE 881 SF UPPER FLOOR LIVABLE 994 SF LIVABLE 1875 SF GARAGE 492 SF COVERED PATIO 176 SF PORCH 83 SF DECK 104 SF BASEMENT 716 SF NON-LIVABLE 1571 SF ALL ELEVATIONS 3446 SF Plan TH 2-1 DN 16 RISERS 1 A1.500_2-1 2 A1.500_2-1 3 A1.500_2-1 5' - 11 1/2" 11' - 11" 1"31' - 11"6' - 0"1' - 0"1' - 0"37' - 0"9' - 8"3' - 4"2' - 6 1/2"4' - 3 1/2"6' - 5 1/2"10' - 0"7' - 0"2' - 10 1/2"2' - 4 1/2"1' - 5 1/2"2' - 10 1/2" 10 1/2"5' - 10 1/2" 1"31' - 11" 32' - 0" 5068 BP A-1 A1.400_2-1 A-2 A1.400_2-1 15' - 11" 21' - 7" 6' - 11"1226' - 9" 10 1/2" 11 1/2" 8 1/2"3' - 0" 8' -0" CLG BEDROOM 3 8' -0" CLG BATH 2 8' -0" CLG O. BATH (2) 3050 DH (2) 2020 FX24686068 BP 2668 BARN2868 (2) 3050 DH (3) 2030 FX 16' - 0" 5' - 11 1/2"6' - 0"6' - 0"58' - 0"14' - 10"10' - 4"58' - 0"6' - 0"8' - 0"16' - 4"13' - 0"11' - 4"3' - 4"3' - 0"7' - 5"7' - 5"5' - 2"5' - 2" CL COMMONWALL CL COMMONWALL OPEN TO BELOW (3) 2020 FX 2868 28682468 2668 2468 20682468 2030 FX (2) 3050 DH8' -0" CLG BEDROOM 2 8' -0" CLG W.I.C. 8' -0" CLG OWNER'S SUITE 8' -0" CLG LAUNDRY 1' - 11"11' - 9"5' - 9 1/2"5' - 11 1/2"10' - 4" 116 110111111111113110118119108109122122 122122 117 117124 132 132 121 123 134 134 4' - 0"4' - 0"13' - 8"12' - 0"8' - 0" 5' - 1"4' - 10"3' - 2"9' - 0" 4' - 2"2' - 4 1/2"8' - 1 1/2"5' - 3 1/2"11"4' - 1 1/2"14' - 2 1/2"2' - 11 1/2"10 1/2"2' - 7 1/2"3' - 2 1/2"2' - 4 1/2"8' - 11"2' - 10"10' - 8"3' - 2 1/2"4' - 2"10' - 6"2X6 WALL10' - 8"134 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.rvtA1.120_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, VermontUPPER FLOOR PLAN - UNIT TH 2-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 FLOOR PLAN KEYNOTES 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 113 SHOWER (36X48). 116 TUB/SHOWER (33X60). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS. 124 HANDRAIL. 132 HALF WALL @ 36" A.F.F. W/ WOOD CAP. 134 LINE OF FRAMING BELOW. SCALE: 1/4" = 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. 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. AREA SCHEDULE - STANDARD AREA NAME AREA ALL ELEVATIONS MAIN FLOOR LIVABLE 881 SF UPPER FLOOR LIVABLE 994 SF LIVABLE 1875 SF GARAGE 492 SF COVERED PATIO 176 SF PORCH 83 SF DECK 104 SF BASEMENT 716 SF NON-LIVABLE 1571 SF ALL ELEVATIONS 3446 SF Plan TH 2-1 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 UP 15 RISERS UNEXCAVATED UNEXCAVATED CL COMMONWALL CL COMMONWALL 4040 XO WHFURNACE HRV 8"4 1/2"3' - 1"11' - 2"4 1/2"8"10"6 1/2"4' - 11"2' - 7 1/2"6' - 7"2' - 6"2' - 2"10"10" 4 1/2" 3' - 1 1/2"1 1/2"2' - 7"3' - 1" 4 1/2" 8" 6 1/2"4' - 5 1/2"9' - 1 1/2"7' - 10"8 1/2"10"2668004 011 010 016 001 116 110111 122 117 21068 2068 5068 BP21068 286810 1/2"4' - 1 1/2"3' - 1"6' - 0 1/2"6 1/2"10"10"6 1/2"4' - 8 1/2"6' - 9"2' - 4 1/2"5' - 6 1/2"12' - 10 1/2"6 1/2"10"5 1/2"13' - 3"6 1/2"10" 8' -9" CLG BEDROOM 4 8' -9" CLG FLEX 8' -9" CLG BATH 3 8' -9" CLG MECHANICAL 2x6 WALL 018 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 2:33:50 PMF:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-1\TH2-1_R2019.rvtA1.600_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, VermontFLOOR PLAN OPTIONS - UNIT TH 2-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 FLOOR PLAN KEYNOTES 001 DROP TOP OF FOUNDATION AT OVERHEAD GARAGE DOOR. 004 PROVIDE 5/8" TYPE "X" GYPSUM BOARD ON WALLS AND CEILINGS UNDER ACCESSIBLE ENCLOSED STAIRS. 010 HANDRAIL. 011 EMERGENCY EGRESS: WINDOW SHALL COMPLY WITH GOVERNING FIRE & BUILDING CODES. MAXIMUM SILL HEIGHT OF EGRESS WINDOWS SHALL BE NO MORE THAN 44" A.F.F. 016 LINE OF DECKING ABOVE. 018 3" RIGID INSULATION. 110 WATER CLOSET. 111 LAV. SINK. 116 TUB/SHOWER (33X60). 117 LINEN SHELVES PER BUILDER SPEC. 122 ROD & SHELF. 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. NOTE: SEE STANDARD FLOOR PLANS, ELECTRICAL PLANS, ROOF PLANS, AND ELEVATIONS, FOR INFORMATION NOT SHOWN, IN AREAS ADJACENT TO OPTIONS, THAT DOES NOT CHANGE. Plan TH 2-1 Floor Plan OptionsSCALE: 1/4" = 1'-0" Finished Basement Plan AREA SCHEDULE - OPTIONS AREA NAME AREA ALL ELEVATIONS OPTIONAL FINISHED BASEMENT 596 SF