HomeMy WebLinkAboutZP-22-179 - 0043 Split Rock Court 6/7/2022
VIA HAND‐DELIVERY
April 27, 2022
Ms. Dalila Hall, Administrative Officer
South Burlington Planning and Zoning
180 Market Street
South Burlington, VT 05403
Re: Zoning Permit Application 43 Split Rock Court, South Burlington, VT 05403
Dalila,
Further to Final Plat Permit SD‐17‐17, enclosed please find a zoning permit application
for 43 Split Rock Court, South Burlington, Vermont 05403, Unit 035 on the Final Plat/Site Plan
submitted as part of SD‐17‐17.
As summarized below, we are currently not requesting any identical homes or exceptions
to what has been permitted per the Final Plat Permit #SD‐17‐17.
Existing Proposed
Identical Elevations on adjoining lots or
across the street
No No
No Identical Elevations more than 2x
on Laurentide Ln
No No
No Identical Elevations more than 2x
on Ledge Way
Yes No
No Identical Elevations more than 2x
on Split Rock Court
No No
No Identical Elevations more than 3x
on Two Brothers Dr
No No
No Identical Elevations more than 3x
on Downhill O’Brien Farm Rd
No No
No Identical Elevations more than 3x
on uphill O’Brien Farm Rd
No No
No single‐color palate more than 10x in
subdivision
No No
This application requires a sewer connection and allocation. Attached please find
required sewer and water allocation forms as well.
Please contact us with any questions or concerns.
Sincerely,
Brandon Secl, Estimator
Property Owners Name:O'Brien Farm Road, LLC
Property Location:43 Split Rock Court (Unit 35)
Amount:7,918.84 Payment Type:Check #06645 Date:5/17/2022
Code
Zoning Permit (New Residential)ZP-22-179 zp Recording fee 13.00$
plus
2488 0.45$ per sq. ft. 1,119.60$
plus
1722 0.20$ per sq. ft. 344.40$
plus
2 50.00$ per bay 100.00$
plus
After-the fact of 50% [no NOV] or 100% [NOV] -$
Zoning Permit Total 1,577.00$
Sewer Allocation Fee WWA-22-123 #204 242.95 g.p.d x 13.06$ 3,172.93$
Bartlett Bay
x Airport Parkway
Recreation Impact Fee #220 1,665.08$
South Village Recreation Impact Fee #243 -$
Road Impact Fee #221 944.89$
Fire Impact Fee #203 -$
Police Impact Fee #222 495.94$
Dorset Street Waterline Fee #230 -$
Sewer Connection Inspection WW-22-21 ww 63.00$ 63.00$
Total (Impact Fees + Permit) 7,918.84$
Planning & Zoning Invoice
Residential Impact & Permit Fees
garage bay(s) at
Amount Due
sq. ft building at
sq. ft unfinished basement at
JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontAGN0.109/01/17COVER SHEET, SHEETINDEX43 Split RockSHEET INDEXA4.2.1OPT SECOND FLOOR SECOND BEDROOMAGN0.1COVER SHEET, SHEET INDEXAGN0.2GENERAL NOTESRANCH ELEVATION-A2-STORY ELEVATION-AA0.1A2UNFINISHED WALKOUT PLANA1.1A2MAIN FLOOR PLANA2.1A2UPPER FLOOR PLANA3.1A2EXTERIOR ELEVATIONS & ROOF PLAN-FARMHOUSEA6.1A2OPT UPPER FLOOR BUILDING SECTIONS-A2RANCH ELEVATION-B2-STORY ELEVATION-DA0.1D2OPT UPPER FLOOR FOUNDATION/ BASEMENT PLAN-DA1.1D2OPT UPPER FLOOR MAIN FLOOR PLAN-DA2.1D2OPT UPPER FLOOR UPPER FLOOR PLAN-DA3.1D2EXTERIOR ELEVATIONS & ROOF PLAN-COLONIALA6.1D2OPT UPPER FLOOR BUILDING SECTIONS-DA4.1.3OPT DECK PLANSA4.1.1FINISHED WALKOUTA4.1.2OPT FLOOR PLANSA5.1STAIR SECTIONSELECTRICALE0.1A2LOWER LEVEL ELECTRICAL PLANE1.1A2MAIN FLOOR ELECTRICAL PLANE2.1A2UPPER FLOOR ELECTRICAL PLANE0.1D2OPT UPPER FLOOR BASEMENT ELECTRICAL PLAN-D2E1.1D2OPT UPPER FLOOR MAIN FLOOR ELECTRICAL PLAN-DE2.1D2OPT UPPER FLOOR UPPER FLOOR ELECTRICAL PLAN-DE4.1.1OPT FINISHED BASEMENT ELECTRICAL PLANSTRUCTURES0.1AMAIN FLOOR FRAMING PLAN-AS1.1AROOF FRAMING PLAN-AS0.1A2OPT UPPER FLOOR MAIN FLOOR FRAMING PLAN-AS1.1A2OPT UPPER FLOOR UPPER FLOOR FRAMING PLAN-AS2.1A2OPT UPPER FLOOR ROOF FRAMING PLAN-AS0.1BMAIN FLOOR FRAMING PLAN-BS1.1BROOF FRAMING PLAN-BS0.1D2OPT UPPER FLOOR MAIN FLOOR FRAMING PLAN-DS1.1D2OPT UPPER FLOOR UPPER FLOOR FRAMING PLAN-DS2.1D2OPT UPPER FLOOR ROOF FRAMING PLAN-DAD.2DETAILSAD.1DETAILSAD.3DETAILSSquare Footages-Opt Upper Floor AElevation AMAIN FLOOR LIVING1848 SFUPPER FLOOR LIVING640 SFTOTAL LIVING2488 SFPLAN OPTIONSOPT. FINISHED BASEMENT958 SFCLOVERSouth Burlington, VermontO'Brien Home FarmSingle Family Downhill Lot CloverOpt Upper Floor-CloverFarmhouse Elevation - AREVISIONS
GENERAL NOTES:I. GENERAL REQUIREMENTSA. Project Location: O'Brien Home Farm, South Burlington, VermontB. CodesB.1.Before final Drawings and Specifications are issued for construction, they shall be submitted to all governing building agencies to insure their compliance with all applicable local and national codes. If code discrepancies in Drawings and/or Specifications appear, the Architect shall be notified of such discrepancies in writing by Builder or building official, and allowed to alter Drawings and Specifications so as to comply with governing codes before construction begins.B.2.Upon written receipt of approval from the governing official, approved final Drawings and Specifications shall be submitted to the Builder by the Architect.B.3.If code discrepancies are discovered during the construction process, Architect shall be notified and allowed ample time to remedy said discrepancies.B.4.All work performed shall comply with all applicable local, state and national building codes, ordinances and regulations, and all other authorities having jurisdiction. B.5.Following is a partial list of applicable codes as adopted and amended by the State of Vermont.a) Vermont Fire and Building Safety Code, 2015b) NFPA Uniform Fire Code, 2015 (NFPA 1)c) NFPA Life Safety Code, 2015 (NFPA 101)d) ICC International Building Code, 2015 (IBC)e) NFPA National Electric Code, 2014 (NEC/NFPA 70)f) Vermont Residential Building Energy Standards, 2015 (RBES)C. All contractors, subcontractors, suppliers, and fabricators shall be responsible for the content of Drawings and Specifications and for the supply and design of appropriate materials and work performance.D. All manufactured articles, materials and equipment shall be applied, installed, erected, used, cleaned and conditioned in strict accordance with manufacturer's recommendations. E. All alternates are at the option of the Builder and shall be at the Builder's request, constructed in addition to or in lieu of the typical construction, as indicated on Drawings.F. DESIGN CRITERIA:F.1.Live loads and dead loads.Maximum Loads (psf)Live Dead TotalRoof TrussesTop Chord: 40 15 55Bottom Chord (no attic storage): 10 10 20Total: 50 25 75Floor Joists: 40 10 50Exterior Decks: 40 10 50E.2.Wind: 90 mph; Exposure C E.3.Seismic: Category CE.4.Soils: If soils do not meet any of the following minimum requirements, the Architect shall be notified and the foundation/footing design and foundation water/moisture control may be required to be revised accordingly.E.4.1. Soil Pressure: Builder to verify soil bearing on rock ledgeE.4.2. Soil Class: GW, GP, SW or SP.Soils must meet the properties for these soil classifications according to the Unified Soil Classification System (ASTM D 2487).E.4.3. Lateral Soil Load: Design lateral soil loads are for moist conditions without hydrostatic pressure.E4.4. Frost depth: 4'-0" minimum.a.) Bottom of all footings shall be located below frost line.E.4.5. Foundation walls shall NOT be subject to hydrostatic pressure from groundwater.E.4.6. The Builder is responsible for determining if the services of a soil engineer is deemed necessary. Builder shall provide Architect with all soils information regarding the project prior to issuing of Drawings.E.5.Prior to start of construction, Builder shall verify design loads with governing codes and site conditions, and check with local building agencies for wind, seismic, snow and other special loading conditions. Architect shall be notified of all discrepancies according to Section I.B.II. SITEWORKA. Builder shall be responsible for grading of site and lots.B. Provide site preparation as specified by soils engineer.C. Perform excavation according to good common construction practices to the lines, grades and elevations indicated on Drawings.D. Provide consistent compaction of the top 8" of subgrade and all fill and backfill material beneath structures, walks and pavements to meet the stated soil pressure.E. Provide soil poisoning to control termites as required by governing codes.III. CONCRETEA. Provide reinforcement of the size and spacing shown on Drawings. Reinforcing shall comply with the following as minimums:A.1.Bars: ASTM A615, grade 60, deformed bars. Overlap bars 24" minimum.A.2.Welded wire fabric (WWF): ASTM A185.A.3.Synthetic fibrous reinforcement (fiber-reinforced concrete): ASTM C1116.B. Provide concrete complying with ASTM C94. Unless otherwise noted, concrete shall have the following 28 day compressive strengths as minimums:B.1.Concrete footings & piers: 3000 psi.B.2.Concrete walls: 3000 psi.B.3.Interior slabs: 3000 psi (conditioned space).B.4.Exterior slabs: 4000 psi, air-entrained (garage, porch, stoop, patio, steps).B.5.All concrete in locations subject to freezing and thawing after completion or during construction shall be air-entrained (5% min. to 7% max.)C. Slabs on grade:C.1.4" thick (min.) placed over 4" (min.) compacted sand or gravel fill.C.2.Provide reinforcement by one of the two following methods (verify with Builder).a) 6x6-WI.4xWI.4WWF placed between mid-depth of slab and 2" from top surface of slab for slabs 4" and greater in thickness; ORb) Synthetic fibrous reinforcement added to concrete materials at time concrete is batched according to manufacturer's specifications. Mix concrete for uniform and complete distribution of fibrous reinforcement prior to placing concrete. Fiber Reinforced Concrete shall comply with ASTM C1116-95.C.3.Interior slabs shall be placed over 6 mil stabilized polyethylene vapor barrier.D. Footings and foundations:D.1.Contractor shall be responsible for size, location and installation of required steel reinforcing in footings and walls per local codes or specific soil conditions; whichever is more restrictive.D.2.Footing sizes shown are typical only for stated soil pressure and consistent compaction. Contractor shall be responsible for footings complying with governing codes and frost requirements and meeting the design requirements of specific soil conditions. Provide step footings, meeting the requirements of covering codes, as required by site conditions.D.3.Concrete piers shall be the size shown on the Drawings and formed using construction tubes. Pier footings for concrete piers shall be the size shown on the Drawings and formed with pre-engineered footing forms manufactured by Bigfoot Systems Inc. (www.bigfootsystems.com). E. Expansion and control joints:E.1.Provide expansion joints as specified by Builder. E.2.Provide deep score control joints as follows:Garage: Mid points of garage slab, both directions.Basement: Contractor shall be responsible for locations. Slab shall be divided reasonably equally into areas approximately 20' x 20'.F. Sill plate anchors:F.1.Provide sill plate anchors in foundation walls by one of the two following methods (verify with Builder):a) Set 1/2" diameter x 12" anchor bolts extending 8" minimum into concrete foundation wall. Locate anchors 6'-0" o.c. maximum with a minimum of two (2) anchors per plate section and not more than 12" from each end of plate section or;b) Set approved sill plate anchor straps in concrete according to manufacturer's specifications. Locate anchors as specified by manufacturer to be equivalent to 1/2" diameter anchor bolts noted above.F.2.Locate sill plate anchors at vertical reinforcing bars where occurring.G. Beam pockets shall be provided for all beams supported by foundation walls where required and shall comply with the following, unless otherwise noted:G.1. Minimum of 4" bearing.G.2. Height and width as required by beam.IV. MASONRYA. Adhered Masonry Veneer (Stone and Brick)A.1.Provide units as specified by Builder.A.2.Adhered Masonry Veneer shall, in addition to complying with governing codes, comply with the standards and recommendations for the following applicable references:A.2.1. Manufacturer's specifications and instructions.A.2.2. National Concrete Masonry Association (NCMA)\A.2.3. American Concrete Institute (ACI) A.2.4. Masonry Standards Joint Committee (MSJC)A.2.5. Masonry Veneer Manufacturer's Association (MVMA) Installation Guide for Adhered Concrete Masonry Veneer A.3.Provide minimum clearances as follows:A.3.1. Four inches (4") above earth.A.3.2. Two inches (2") above paved surfaces.A.3.3. One-half inch (1/2") above exterior paved surfaces which are supported by the same foundation that supports the exterior wall.A.3.4. Two inches (2") above roofing surfaces.A.4.Install water resistive barriers, flashing and weep screeds in accordance with manufacturer's instructions and specifications, and in accordance with governing codes.V. METALSA. All structural steel shall comply with appropriate ASTM Specifications as follows: ASTM A36, ASTM A53, ASTM A501, ASTM A307, and ASTM A325.B. Structural Steel ColumnsB.1.Standard steel pipe columns (Schedule 40) shall meet the requirements and specifications of the current edition of the Manual of Steel Construction published by the American Institute of Steel Construction, Inc.B.2.Hollow structural sections (HSS) columns shall meet the requirements and specifications of the Steel Tube Institute of North America.B.3.Structural steel columns shall be of the size indicated on the Drawings.C. Manufactured Adjustable Steel Columns shall be "Zip" Adjustable Column manufactured by AFCO Manufacturing (www.afcomfg.com) and shall meet or exceed the following standards.C.1.Minimum load carrying capacity: 15.28 kips for a column length of 9'-0" or less.C.2.Adjustable columns shall be 31/2" O.D.C.3.Adjustable columns shall be installed in accordance with manufacturer's specifications and installation instructions. Note: manufactured columns with adjustable screw jack assemblies may be installed with or without the adjustable screw jack assembly encased in concrete based on the load carrying capacities shown below.D. Prefabricated concrete-filled steel columns shall be manufactured by Dean Column Company (www.deancolumn.com) and shall meet or exceed the following standards:D.1.Minimum load carrying capacity: 16.5 kips for a column length of 6'-0" or less.15.2 kips for a column length of 6'-0" to 7'-0".14.2 kips for a column length of 7'-0" to 8'-0".12.6 kips for a column length of 8'-0" to 9'-0".11.3 kips for a column length of 9'-0" to 10'-0".D.2.Adjustable columns shall be 31/2" O.D.D.3.Adjustable columns shall be installed in accordance with manufacturer's specifications and installation instructions. Note: manufactured columns with adjustable screw jack assemblies may be installed with or without the adjustable screw jack assembly encased in concrete based on the load carrying capacities shown above.E. Column bearing platesE.1.Bottom bearing plate: 5" x 5" x 3/8" thick steel plate welded to the column with 1/8" fillet weld around the entire pipe. Column base plates shall be connected to the concrete footings with a minimum of (4) 3/4" diameter expansion bolts or anchor bolts with 4" of embedment into the footing. Set column base plates on a 3/4" setting bed of 5000 psi non-shrink grout.E.2.Top bearing plate shall be one of the following: E.2.1. Simpson LCC Column Cap welded to the column with 1/8" fillet weld around the entire pipe. Column cap size to accommodate the width of the beam supported by the lally column. Attach column cap to beam with (8) 16d nails.E.2.2. 3/8" thick steel U-plate welded to the column with 1/8" fillet weld around the entire pipe. U-plate shall be the width of the beam x 8" long x 4" high. Attach U-plate to the vertical face of the wood beam with a minimum of (2) 3/4" diameter through bolts or lag bolts. F. Unless otherwise noted, provide a 2x plate bolted to the top flange of all steel beams with 3/8" diameter bolts staggered at 2'0" on center. Rigidly fasten all connecting rafters and joists as approved by governing codes.G. All metals including metal connectors, fasteners, anchors, hardware, flashing, etc. shall be non-corrosive and compatible with any and all materials which the metal comes in contact with including dissimilar metals, wood (natural, stained and painted), preservative treated wood, fire-retardant treated wood and concrete.VI. WOOD AND PLASTICSA. Lumber and manufactured/engineered wood products shall, in addition to complying with governing codes, comply with the standards and recommendations for the following applicable references:A.1. Western Wood Products Association (WWPA) www.wwpa.org A.2. American Wood Council (AWC) www.awc.org A.3. Northeastern Lumber Manufacturers Association (NeLMA) www.nelma.orgA.4. Southern Pine Council (SPC) www.southernpine.com A.5. Canadian Wood Council (CWC) www.cwc.ca A.6. Western Red Cedar Lumber Association (WRCLA) www.wrcla.org A.7. California Redwood Association (CRA) www.calredwood.org A.8. National Hardwood Lumber Association (NHLA) www.natlhardwood.org A.9. APA - The Engineered Wood Association www.apawood.org A.10. Structural Board Association (SBA) www.osbguide.com A.11. American Wood Preservers' Association (AWPA) www.awpa.comAmerican Wood Preservers Institute (AWPI) www.preservedwood.comWestern Wood Preservers Institute (WWPI) www.wwpinstitute.org A.11.1. Preservative pressure treated lumber and plywood: All wood indicated as "pressure treated" or "treated" shall be preservative pressure treated as specified by Builder and meeting AWPA standards and recommendations for the application.A.11.2. Fire-retardant pressure treated lumber and plywood: All wood indicated as "fire-retardant" shall be fire-retardant pressure treated as specified by Builder and meeting AWPA standards and recommendations for the application.B. Interior framing lumber: provide lumber and materials meeting or exceeding the following standards of quality, grade and minimum base design values:B.1.Spruce-Pine-Fir (South) No. 2 and betterFb: 775 psi (extreme fiber stress in bending - single)Ft: 350 psi (tension parallel to grain)Fv: 135 psi (shear parallel to grain)Fc-perp:335 psi (compression perpendicular to grain)Fc-par: 1,000 psi (compression parallel to grain)E: 1,100,000 psi (modulus of elasticity)B.2.Stud lumber grade:Studs 10' in length and under: Stud.Studs over 10' in length: No. 2 and better.B.3.All headers and beams shall be free from splits, checks and shakes.C. Exterior framing lumber: provide lumber and materials meeting or exceeding the following standards of quality and minimum base design values: C.1.Preservative pressure treated framing lumber shall be Southern Pine No. 2 and better (values shown are for single 2x12):Fb: 975 psi (extreme fiber stress in bending - single)Ft: 550 psi (tension parallel to grain)Fv: 90 psi (shear parallel to grain)Fc-perp:565 psi (compression perpendicular to grain)Fc-par: 1,450 psi (compression parallel to grain)E: 1,600,000 psi (modulus of elasticity)C.2.All headers and beams shall be free from splits, checks and shakes.D. Manufactured/engineered lumber for headers and beams: Provide manufactured/engineered lumber with the following minimum design values. D.1.Laminated Veneer Lumber (LVL) headers and beams: 2.0EE: 2,000,000 psi (modulus of elasticity)Fb: 2,600 psi (flexural stress for 12" depth)Ft: 1,555 psi (tension stress)Fc-perp:750 psi (compression perpendicular to grain)Fv: 285 psi (horiz. shear perp. to glue line)D.2.Parallel Strand Lumber (PSL) headers and beams: 2.0EE: 2,000,000 psi (modulus of elasticity)Fb: 2,900 psi (flexural stress for 12" depth)Ft: 2,025 psi (tension stress)Fc-perp:625 psi (compression perpendicular to grain)Fv: 290 psi (horiz. shear perp. to wide face of strands)D.3.Laminated Strand Lumber (LSL) headers and beams: 1.55EE: 1,550,000 psi (modulus of elasticity)Fb: 2,325 psi (flexural stress for 12" depth)Ft: 1,070 psi (tension stress)Fc-perp:880 psi (compression perpendicular to grain)Fv: 310 psi (horiz. shear perp. to wide face of strands)D.4.Glued Laminated Timber (GLT or glulam) headers and beams: 2.1EE: 2,100000 psi (modulus of elasticity)Fb: 3,000 psi (flexural stress for 31/2" & 51/2" beam width)Fb: 3,000 psi (flexural stress for 31/2" & 51/2" beam width)2,800 psi (flexural stress for 7" beam width)Ft: 1,350 psi (tension stress for 31/2" & 51/2" beam width)1,300 psi (tension stress for 7" beam width)Fc-perp:805 psi (compression perpendicular to grain)Fv: 300 psi (horizontal shear)D.5.Fasten multiple members together in strict accordance with manufacturer's recommendations unless otherwise noted on drawings.E. Manufactured/engineered lumber for columns and posts: Provide manufactured/engineered lumber with the following minimum design values. E.1.Parallel Strand Lumber (PSL) columns and posts: 1.8EE: 1,800000 psi (modulus of elasticity)Fb: 2,400 psi (flexural stress for 12" depth)Fc-par: 2,500 psi (compression parallel to grain)E.2.Laminated Strand Lumber (LSL) columns and posts: 1.3EE: 1,300000 psi (modulus of elasticity)Fb: 1,700 psi (flexural stress for 12" depth)Fc-par: 1,835 psi (compression parallel to grain)E.3.Glued Laminated Timber (GLT or glulam) columns and posts: 1.9EE: 1,900000 psi (modulus of elasticity)Fb(XX): 2,100 psi (bending about X-X axis)Fb(YY): 2,100 psi (bending about Y-Y axis for depths < 51/2")2,300 psi (bending about Y-Y axis for depths 51/2" to 11")Fc-par: 1,700 psi (compression parallel to grain for depths < 51/2")2,300 psi (compression parallel to grain for depths 51/2" to 11")F. Manufactured wood trusses:F.1.Provide wood trusses able to sustain the stated loads for the spans, profiles and arrangement shown on Drawings. F.2.Truss layout is schematic only. Truss manufacturer shall be responsible for the design (including spacing) of all trusses and shall submit shop drawings (sealed by a registered engineer) for approval by Builder.F.3.All trusses shall be installed according to manufacturer's specifications and recommendations. See below for attachment to plates at bearing.F.4.Roof trusses shall be designed and configured for no attic storage with the bottom chord of trusses designed for a 10 psf live load (assumed not to act concurrently with any other live load requirements).G. Sheathing:G.1.Roof Sheathing: G.1.1. Typical: 5/8" APA RATED SHEATHING EXP 1, 40/20 span rating minimum.G.1.2. Common Walls: Where shown on Drawings provide fire resistant sheathing as specified by Builder.G.2.Floor Sheathing: 3/4" T&G APA RATED ADVANTECH EXP 1, 24oc span rating minimum (glue & nail or glue & screw to floor framing members).G.3.Exterior Wall Sheathing: G.3.1. Typical: APA RATED SHEATHING EXP 1, 24/16 span rating minimum. Exterior walls shall be continuously sheathed with structural wall sheathing. Attach sheathing to studs with 10d commons, 6" o.c. edge spacing and 12" o.c. field spacing.G.3.2. Fire-rated walls: 5/8" type "X" gypsum sheathing panels. Install sheathing vertically to studs with 10d commons, 6" o.c. edge spacing and 12" o.c. field spacing.H. Rough Hardware:H.1.Steel Items:H.1.1. Comply with ASTM A7 or ASTM A36.H.1.2. Use galvanized at exterior locations.I. Floor framing, unless otherwise indicated shall be as follows:I.1. Lumber floor joists:I.1.1. Provide double header joists and trimmers at all floor openings.I.1.2. Provide double joists under all partitions parallel to joists.I.1.3. Provide two(2) rows of 1x3 cross bridging or metal bridging per joist span.J. Wall framing, unless otherwise noted shall be as follows:J.1. Exterior walls (bearing and non-bearing):12' in height & under: 2x4 studs, 16" o.c., 2x6 studs, 24" o.c. maximum.Over 12' in height: 2x6 studs, 24" o.c. maximum, No. 2 grade or better.J.2. Interior bearing walls:12' in height & under: 2x4 studs, 16" o.c. maximum.Over 12' in height: 2x6 studs, 16" o.c. maximum, No. 2 grade or better.J.3. Interior non-bearing walls:12' in height & under: 2x4 studs, 16" o.c. maximum.Over 12' in height: 2x4 studs, 16" o.c. maximum.J.4. Top plates shall be as follows:2x4 walls: 2-2x4 plate.2x6 walls: 2-2x6 plate.J.5. All studs shall be continuous from bottom plate to top plate.K. Connections and fasteners: All wood members, systems and structures, and their fasteners shall be meet the provisions of the Building Code. Connectors and fasteners shall be installed in accordance with all fastener schedules and tables in the Building Code, as shown on the Drawings and as outlined below.K.1.Unless shown otherwise on Drawings, attach each rafter and roof truss to both top plates of wall with Simpson Strong-Tie (www.strongtie.com) connectors H1, H2A, H2.5A H2.5T or H10 (or approved equal). Install according to manufacturer's recommendations.K.2.Unless shown otherwise on Drawings, attach wall sheathing to studs with 8d common nails: 4" o.c. edge spacing; 12" o.c. field spacing.L. Stair construction shall consist of 3-2x12 stringers, 5/4" or 2x thick tread and 3/4" thick risers or shall be fabricated by component manufacturer.M. All wood plates bearing on concrete or masonry shall be pressure treated and installed over approved sill sealer.N. Provide solid wood blocking in floor system where concentrated loads occur so as to transfer load to framed wall, beam, header or foundation wall below.O. All exterior framing and decking shall be constructed of decay-resistant lumber.N. Interior trim shall be selected by Builder.VII. THERMAL AND MOISTURE PROTECTIONA. Provide thermal building insulation at assemblies adjacent to exterior or unheated spaces meeting the requirements of governing codes and, unless otherwise noted, meeting the following minimum requirements:A.1.Slab on grade: 3" extruded polystyrene, R-19.5A.2.Foundation walls:Basement foundation wall: (interior side) 3" extruded polystyrene, R-19.5A.3.Exterior frame wall:2x6: glass fiber, batts, R-21A.4.Roof/Ceiling:A.4.1. Vented attic and rafter areasAttic areas: glass fiber, blown, R-60Vaulted rafter areas: glass fiber, batts, R-49A.5.Framed floor over unheated areas: glass fiber batts, R-38.A.6.Install batts in continuous blankets without holes for electrical boxes, light fixtures or heating ductwork.B. Moisture vapor retarder: B.1.Exterior wall: Install code approved moisture vapor retarder (as specified by Builder) beneath gypsum panels on warm side of all exterior walls at conditioned spaces and as shown on Drawings.B.2.Ceiling: Install code approved moisture vapor retarder (as specified by Builder) beneath gypsum panels on warm side of all ceilings.C. Water-resistive barrier: install code approved water-resistive barrier (as specified by Builder) over exterior wall sheathing of all exterior walls and as shown on Drawings.D. Roofing shall be specified by Builder and as shown on Drawings.E. Exterior wall covering:E.1.Siding shall be specified by Builder and as shown on Drawings.E.2.See Section IV. MASONRY for manufactured stone and thin brick.F. Flashing:F.1.Provide and install appropriate sheet metal and membrane flashing at all locations as required to prevent penetration of water through the exterior shell of the building. Provide and install appropriate flashing as shown on the drawings and at the following specific locations.F.1.1. Drip edge at all eave and rake edges.F.1.2. Roof/wall intersections.F.1.3. Roof penetrations such as skylights, roof vents, flues, etc.F.1.4. Roof crickets and saddles.F.1.5. Door and window head trim.F.1.6. Horizontal band boards.F.1.7. Deck to house connections.F.1.8. Masonry sills and caps.F.1.9. Provide through-wall flashing and weeps at the base of masonry veneer and above masonry lintels.F.2.Materials and installations shall comply with governing codes and with pertinent recommendations contained in the current edition of the "Architectural Sheet Metal Manual" published by SMACNA. All metal flashing shall be hot-dip galvanized iron complying with ASTM A653/A653M or other approved corrosion-resistant metal.G. Provide gutters and downspouts as specified by Builder. Downspout and splash locations shall be determined by Contractor (and approved by Builder) so as to provide positive roof and site drainage.H. Provide attic and roof ventilation as required by governing codes and as shown on Drawings. Provide appropriate soffit and roof vents as specified/approved by Builder.I. Foundation water/moisture control:I.1. Provide foundation drainage as specified by soils engineer, as shown on Drawings and as specified by Builder.I.1.1. Place perforated drainage pipe in washed gravel or crushed stone and cover with same material; and cover with approved filter membrane material. Slope perforated drainage pipe to sump pit and discharge into an approved drainage system.I.2. Waterproof foundation walls at excavated basement areas (from footing to finish grade) with waterproofing compound as specified by Builder. Waterproofing shall be in compliance with code requirements.VIII. DOORS AND WINDOWSA. Doors:A.1.Provide doors as follows and as specified by Builder:A.1.1. Entry doors and sidelights: as specified by Builder.A.1.2. House/Garage door: Solid wood door not less than 13/8" thick; solid or honeycomb core steel door not less than 13/8" thick; or 20-minute fire-rated door. Door shall be self-closing.A.1.3. Overhead Garage doors: as specified by Builder.A.1.4. Patio doors (hinged): full glass as specified by Builder.A.1.5. Sliding glass doors: as specified by Builder.A.1.6. Interior doors: as specified by Builder.A.2.Glazing in doors and sidelights shall be double-pane insulating glass.A.3.Glazing in doors and sidelights shall be tempered glass as required by governing codes.B. Windows:B.1.Provide windows as specified by Builder:B.1.1. Provide units of the size, style and quantity shown on Drawings. B.1.2. Glazing shall be double-pane insulating glass.B.1.3. Provide tempered glass in all windows meeting the requirements of governing codes.B.1.4. Provide and install all windows meeting the requirements of governing codes for "Window Fall Protection."B.1.5. Provide and install emergency escape and rescue windows meeting the requirements of governing codes.B.1.5.1. Basements: Where required, provide and install window wells meeting the requirements of governing codes for emergency escape and rescue.C. Finish hardware shall be specified by Builder. Install all hardware required by governing codes.IX. FINISHESA. Gypsum Panels:A.1.Gypsum panels, unless otherwise noted shall be provided as follows:A.1.1. Exterior walls: 1-layer 1/2" regular panels to interior face.A.1.2. Interior partitions: 1-layer 1/2" regular panels each side.A.1.3. Ceiling:a) Supporting members greater than 16" o.c.: 1-layer 5/8" regular panels or 1-layer 1/2" "sag resistant" panels.b) Supporting members 16" o.c. or less: 1-layer 1/2" regular panels.A.1.4. Garage (verify with Builder):Provide 1-layer 5/8" type "X" panels to entire garage ceiling and all walls. A.1.5. Baths: When gypsum board is used as a base for tile in non-wet areas or wall panels behind prefabricated tub and shower surrounds, water-resistant gypsum panels shall be used as a base as required by governing codes. See tile backer board below for tile in wet areas.A.1.6. Common wall and common floor/ceiling between units:See Drawings for construction of assemblies.A.2.Provide and install metal corner bead and trim as recommended by gypsum wallboard manufacturer.A.3.Tape, float and sand joints and fasteners of gypsum wallboard with 3-coats of joint compound as required obtaining a uniformly smooth surface.B. Tile backer board: cement board or other approved tile backing material as specified by Builder shall be used as a base for tile in wet areas at tubs and showers.C. Finishes shown on Drawings shall be specified by Builder.X. SPECIALTIESA. Fireplaces shall be as follows:A.1.Pre-manufactured direct vent gas units.A.2.Manufacturer and model shall be specified by Builder.A.3.Contractor(s) shall be responsible for proper installation of fireplace unit, venting, hearth, mantle and related components as recommended by manufacturer and as required by governing codes.B. Shower, tub and tub/shower enclosures shall be constructed of approved safety glazing as specified by Builder.C. Handrails and guardsC.1.Porches, balconies or raised floor surfaces located more than 30 inches above the floor or grade below shall have guards not less than 42 inches in height. Open sides of stairs with a total rise of more than 30 inches above the floor or grade below shall have guards not less than 34 inches in height measured vertically from the nosing of the treads. Required guards on open sides of stairways, raised floor areas, balconies and porches shall have intermediate rails or ornamental closures that do not allow passage of a sphere 4 inches in diameter. The triangular openings formed by the riser, tread and bottom rail of a guard at the open side of a stairway are permitted to be of such a size that a sphere 4 inches cannot pass through. C.2.Handrail assemblies and guards shall be able to resist the following loads:a) 50 pounds per linear foot applied in any direction at the top and to transfer this load through the supports to the structure.b) A single concentrated load of 200 pounds, applied in any direction at any point along the top, and have attachment devices and supporting structure to transfer this loading to appropriate structural elements of the building. c) Intermediate rails (all those except the handrail), balusters and panel fillers shall be designed to withstand a horizontally applied normal load of 50 pounds on an area not to exceed 1 square foot including openings and space between rails.XI. EQUIPMENTA. None in this contract.XII. FURNISHINGSA. None in this contract.XIII. SPECIAL CONSTRUCTIONA. Non in this contract.XIV. CONVEYING SYSTEMSA. None in this contract.XV. MECHANICALA. General:A.1.Information and layouts shown on Drawings are only schematic in design, and shall be reviewed by contractors, suppliers and building officials for compliance with governing codes and good common construction practices.A.2.Equipment and fixtures shall be specified by Builder.A.3.Design and installation of equipment shall be the responsibility of the appropriate licensed contractors.B. Plumbing:B.1.Water heater: natural gas fired as specified by builder.B.2.Provide appropriate supply water and sanitary lines to fixtures shown on Drawings (including clothes washer) and as specified by Builder.B.3.Provide gas lines and valves to heating system and water heater as appropriate and to dryer, range and fireplace as specified by Builder.C. Heating, Ventilating and Air Conditioning:C.1.Heating system: natural gas-fired, forced air as specified by Builder.C.2.Air conditioning system: as specified by Builder.C.3.All HVAC equipment shall be individually switched.C.4.Exhaust ventilationC.4.1. Dryer vent shall exhaust to exterior.C.4.2. Range exhaust fan shall exhaust to exterior.C.4.3. Mechanical exhaust ventilation where indicated in bathrooms, water closet compartments and laundry rooms shall exhaust to exterior and provide a minimum of 5 air changes per hour.D. Radon Mitigation: Install radon mitigation systems as required by applicable codes meeting the requirements of ASTM E1465 and E2121.XVI. ELECTRICALA. General:A.1.Information and layouts shown on Drawings are only schematic in design, and shall be reviewed by contractors, suppliers and building officials for compliance with governing codes and good common construction practices.A.2.Equipment and fixtures shall be specified by Builder.A.3.Design and installation of equipment shall be the responsibility of the appropriate licensed contractors.B. Service panel shall be minimum 200 amp, 40 circuit (Verify with Builder).C. Ground-fault and arc-fault circuit-interruption protection.C.1.Provide and install ground-fault circuit-interrupters (GFI/GFCI) devices meeting the requirements of all governing codes. Provide ground-fault circuit-interrupters as shown on the Drawings and at all receptacles installed at the following locations: outdoors, kitchen, bath, powder room, laundry, garage, unfinished basement.C.2.Provide and install arc-fault circuit-interrupter devices meeting the requirements of all governing codes. D. Smoke detectors and carbon monoxide detectors.D.1.Provide and install certified smoke detectors, carbon monoxide detectors and combination smoke / carbon monoxide detectors meeting the requirements of all governing codes. D.2.All detectors shall be interconnected, 110 volt powered, equipped with a battery backup and sound an alarm audible in all sleeping areas.D.3.Smoke detectors shall be installed on each floor level; in each bedroom; in the immediate vicinity outside of the bedrooms; and as shown on the Drawings.D.4.Carbon monoxide detectors shall be installed in the immediate vicinity outside of the bedrooms and as shown on the Drawings.D.5.Combination smoke / carbon monoxide detectors may be installed in lieu of separate detectors.E. Recessed incandescent light fixtures located in insulated areas shall be approved for zero-clearance insulation cover (IC).JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontAGN0.209/01/17GENERAL NOTES43 Split RockDAISY/CLOVERREVISIONS
CONSTRUCTION ASSEMBLIES:T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANSA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILING: 1/2" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL.8' -9" CLGUnfinished WalkoutBasement8' -9" CLGStorage1A6.1A22A6.1A22A5.139'-0"39'-0"8"12'-8"4'-3 1/2"8"2'-0 1/2"16'-4"2'-4"UP 15 RISERSFURN.10'-0"60'-0"6'-0"18'-3 1/2"20'-8 1/2"39'-0"76'-0"Unexcavated12'-9 1/4"7'-7 1/4"11 1/4"4'-8"7'-3 1/2"3'-8 3/4"4"10'-11 3/4"5'-0 1/4"8"6'-0"F-2 F-2F-2F-2148148F-2F-2F-C 2X6 BEARING WALLF-2F-2F-2F-2F-2F-2 F-2 F-2F-2F-P F-P F-P148148148148W-8 TYP.2-2x10 P.T. DECK BEAM20'-8 1/2"37'-8"22'-4"8"5'-8"6'-0"5'-8"8"8"10'-7"6'-8 3/4"3'-7 1/2"5'-7"5'-7"5'-6 3/4"8"0"10'-7"10'-4 1/4"5'-7"5'-7"20'-8 1/2"37'-8"22'-4"8"5'-8"6'-0"5'-8"8"8"10'-7"6'-8 3/4"3'-7 1/2"5'-7"5'-7"5'-6 3/4"8"20'-8 1/2"8"5'-8"6'-0"5'-8"8"8"10'-7"6'-8 3/4"3'-7 1/2"5'-7"5'-7"5'-6 3/4"8"20'-8 1/2"8"5'-8"6'-0"5'-8"8"8"10'-7"6'-8 3/4"3'-7 1/2"5'-7"5'-7"5'-6 3/4"8"2818 FXF-PF-P F-P2-2x10 P.T. DECK BEAMF-PF-P6'-8 1/2"13'-2 1/2"1'-9" 2'-10 1/2" 3'-2"17'-3"6"7'-0"CONCRETE R.O. - 63 3/4"GENERAL BASEMENT PLAN NOTES:* ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE.* IF MAIN FLOOR FRAMING IS TO BE INSTALLED BEFORE CONCRETE FLOOR, PROVIDE THE FOLLOWING:** AT PAD FOOTINGS, PROVIDE 8"x8" CONCRETE PEDESTAL FLUSH WITH CONCRETE FLOOR FOR ATTACHMENT OF POST BASE** AT CONTINUOUS FOOTINGS UNDER FRAMING BEARING WALLS, PROVIDE 6" WIDE CONTINUOUS CONCRETE STEM, TOP OF STEM FLUSH WITH CONCRETE FLOOR & CENTERED ON FOOTING.* ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE.* ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE.* WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS.* 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 UNLESS NOTED OTHERWISE.* TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES.* FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS.* TYPICAL WINDOW HEAD HEIGHTS SHALL BE 7'-0" A.F.F. (U.N.O.)SYMBOLTYPESIZEFOOTING SCHEDULEF-PPIER (EXTERIOR)REINFORCING12" SONOTUBE W/ BELL BOTTOMNAF-C CONTINOUS FOOTING2'-0" WIDE x 0'-8" DEEP 3-#4's CONTINUOUSF-2PAD FOOTING (INTERIOR) 2'-0" x 2'-0" x 1'-0" DEEP NACOLUMN6x6 TREATED POSTNA*NOTE: LALLY COLUMNS SHALL HAVE THE ALLOWABLE MINIMUM LOAD CAPACITY OUTLINED IN THE GENERAL NOTES. SEE GENERAL NOTES FOR BOTTOM AND TOP BEARING PLATES.COMMENTS48" MIN. BELOW FINISH GRADE3 1/2" LALLY COLUMN UNLESS NOTED OTHERWISE*SYMBOLWALL THICKNESSWALL HEIGHTFOUNDATION WALL SCHEDULEW-8 8"9'-0"REINFORCING2 #4 BARS TOP & BOTTOM*CONTINUOUS FOOTING1'-4"x 0'-8" W/ 2-#4's CONTINUOUS*IF FOOTING IS BEARING ON EARTH BUILDER TO VERIFY SOIL PRESSURE AND USE 2'-0"x0'-8" CONTINUOUS FOOTINGJOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontA0.1A209/01/17UNFINISHED WALKOUT PLAN43 Split RockSCALE:1/4" = 1'-0" (22x34)Foundation/ Finished Basement PlanKEYNOTES:FLOOR PLAN101 SINK W/ GARBAGE DISPOSAL.102 DISHWASHER.103 REFRIGERATOR.104 RANGE W/ HOOD/MICRO.107 PANTRY SHELVES PER BUILDER SPEC.108 BASE CABINETS.109 UPPER CABINETS.110 WATER CLOSET.111 LAV. SINK.113 SHOWER (SIZE PER PLAN).115 DROP IN TUB W/ PLATFORM.116 TUB/SHOWER (SIZE PER PLAN).117 LINEN SHELVES PER BUILDER SPEC.118 WASHER.119 DRYER.121 LINE OF SHELF ABOVE.122 ROD & SHELF.123 ATTIC ACCESS (22"x30" U.N.O.).124 HANDRAIL.125 SOLID CORE DOOR W/ SELF CLOSER.126 LINE OF OVERHEAD GARAGE DOOR INOPEN POSITION.127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD INGARAGE AS REQUIRED BY CODE.128 SLOPE GARAGE FLOOR 1/8" PER FOOTTOWARD GARAGE DOOR OPENING.130 LINE OF SOFFIT ABOVE (REFER TOEXTERIOR ELEVATIONS FOR HEIGHTSAND DETAILS).131 GYPSUM BOARD SOFFIT (HEIGHT ASNOTED).132 LINE OF FRAMING ABOVE.133 LINE OF FRAMING BELOW.135 PREFABRICATED FIREPLACE, GAS(NON-WOOD BURNING) AS SPECIFIED BYBUILDER.137 42" HIGH EXTERIOR GUARDRAIL W/BALUSTERS TO BE SPACED SUCH THAT 4"SPHERE CANNOT PASS BETWEENBALUSTERS.138 2X6 HALF WALL @ 34 1/2" A.F.F. W/COUNTER141 2x4 HALF WALL @ 42" A.F.F. W/ WOODCAP.148 BEAM POCKET.150 TOILET PAPER HOLDER 19" MIN A.F.F.151 TOWEL BAR 48" A.F.F.152 TOWEL RING 48" A.F.F.CLOVERREVISIONS
DW9' -0" CLGBedroom 29' -0" CLGFoyer9' -0" CLGBath 22 Car Garage9' -0" CLGFlex9' -0" CLGMudroom9' -0" CLGLaundry9' -0" CLGW.I.C.9' -0" CLGMaster Bath9' -0" CLGMaster Bedroom9' -0" CLGFamily9' -0" CLGDining9' -0" CLGKitchen9' -0" CLGBedroom 22 Car GaragePorch1A6.1A22A6.1A22A5.125'-5 1/2"13'-6 1/2"60'-0"6'-0"21'-2 1/2"4'-7 1/2"12'-10 1/2"6'-4"2'-1"12'-10 1/2"5'-4"8"6'-8"14'-6 1/2"5'-6 1/2" 5'-10"16'-10 1/2"5'-3 1/2"4'-6 1/2"3'-10 1/2"7'-1"1'-10" 5'-3"13'-4"4'-8"21'-0"6'-0"3'-3"5'-11"4'-2"2'-4"2'-4"10'-6"10'-6"18'-3 1/2"20'-8 1/2"8"5'-2 1/2"8"5'-2 1/2"8"5'-2 1/2"8"37'-8"22'-4"6'-0"8" 5'-4"PANTRYDN 15 RISERSDN AS REQ'DDN AS REQ'D210682106821068266821068266821068246824685068 SLD30686068 Single French Door16080 OGD30683060 DH 3060 DH3060 DH 3060 DH3060 DH3060 DH2040 DH3060 DH3060 DH 3060 DH3060 DH 3060 DHUP 16 RISERS39'-0"3010 TRN ABV6010 TRN ABV.6'-0"11'-8"7'-9 1/2"6'-6 1/2"7'-0"9' -0" CLG28681411301318'-0" SOFFIT1322x6 WALL2'-9 1/2"2'-3 1/2"8'-5"4'-7 1/2"3'-4"7'-9 1/2"6'-0 1/2"3'-8 1/2"2'-8"3'-9 1/2"5'-1 1/2"20'-8 1/2"3'-4"5'-4 1/2"4'-7 1/2"7'-6 1/2"12'-1 1/2"4'-0"2'-4 1/2"23'-0"23'-2"2'-3 1/2"3'-9 1/2"9'-9"4'-11 3/4"7'-0"4'-6 1/4"8"3'-2"10'-5"2'-4 1/2"4'-6 1/2"2'-4" 2'-3 1/2"1'-9 1/2"36"x48"2X6 WALL2X6 WALL2X6 WALL2x6 WALL2x6 WALL101102104109108109108108103107107135124111113117110122122122122118119121125111110122122126127128123150152151150152152Deck2106823'-0"10'-0"3068 POCKET11'-8 1/2"BENCH12'-5"5'-3"1'-6"6'-3"6'-0 1/2"109108109108HOSEBIBHOSEBIBCONSTRUCTION ASSEMBLIES:T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANSA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILING: 1/2" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL.GENERAL FLOOR PLAN NOTES:* ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE.* ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE.* ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE.* WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS.* 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 UNLESS NOTED OTHERWISE.* TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES.* FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS.* TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG.* PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS.JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontA1.1A209/01/17MAIN FLOOR PLAN43 Split RockSCALE:1/4" = 1'-0" (22x34)Main Floor PlanKEYNOTES:FLOOR PLAN101 SINK W/ GARBAGE DISPOSAL.102 DISHWASHER.103 REFRIGERATOR.104 RANGE W/ HOOD/MICRO.107 PANTRY SHELVES PER BUILDER SPEC.108 BASE CABINETS.109 UPPER CABINETS.110 WATER CLOSET.111 LAV. SINK.113 SHOWER (SIZE PER PLAN).115 DROP IN TUB W/ PLATFORM.116 TUB/SHOWER (SIZE PER PLAN).117 LINEN SHELVES PER BUILDER SPEC.118 WASHER.119 DRYER.121 LINE OF SHELF ABOVE.122 ROD & SHELF.123 ATTIC ACCESS (22"x30" U.N.O.).124 HANDRAIL.125 SOLID CORE DOOR W/ SELF CLOSER.126 LINE OF OVERHEAD GARAGE DOOR INOPEN POSITION.127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD INGARAGE AS REQUIRED BY CODE.128 SLOPE GARAGE FLOOR 1/8" PER FOOTTOWARD GARAGE DOOR OPENING.130 LINE OF SOFFIT ABOVE (REFER TOEXTERIOR ELEVATIONS FOR HEIGHTSAND DETAILS).131 GYPSUM BOARD SOFFIT (HEIGHT ASNOTED).132 LINE OF FRAMING ABOVE.133 LINE OF FRAMING BELOW.135 PREFABRICATED FIREPLACE, GAS(NON-WOOD BURNING) AS SPECIFIED BYBUILDER.137 42" HIGH EXTERIOR GUARDRAIL W/BALUSTERS TO BE SPACED SUCH THAT 4"SPHERE CANNOT PASS BETWEENBALUSTERS.138 2X6 HALF WALL @ 34 1/2" A.F.F. W/COUNTER141 2x4 HALF WALL @ 42" A.F.F. W/ WOODCAP.148 BEAM POCKET.150 TOILET PAPER HOLDER 19" MIN A.F.F.151 TOWEL BAR 48" A.F.F.152 TOWEL RING 48" A.F.F.S2C -CLOVERREVISIONS
CONSTRUCTION ASSEMBLIES:T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANSA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILING: 1/2" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL.8' -0" CLGBedroom 42640 DH2640 DH2640 DH24683050 DH3050 DH 3050 DH1A6.1A22A6.1A22A5.18' -0" CLGBath 339'-0"18'-3 1/2"20'-8 1/2"12'-10"5'-5 1/2"6'-6 1/2"7'-4"6'-10"3'-6"5'-8"3'-8"1'-11 1/2"3'-6"TEMP.66'-0"25'-10"34'-2"6'-0"18'-1 1/2"16'-0 1/2"5'-6"20'-4"2'-6" 15'-7 1/2"11'-11" 4'-1 1/2"66'-0"6'-0" 2'-0"20'-4"17'-4"20'-4"39'-0"18'-1 1/2"3'-9 1/2"17'-1"DN 16 RISERS8' -0" CLGBedroom 314'-6"7'-10"3'-7 1/2"12411111013313313332"x60"1331331331503050 DH122122266824681516'-11"4'-1"122122131GENERAL FLOOR PLAN NOTES:* ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE.* ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE.* ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE.* WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS.* 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 UNLESS NOTED OTHERWISE.* TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES.* FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS.* TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG.* PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS.JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontA2.1A209/01/17UPPER FLOOR PLAN43 Split RockSCALE:1/4" = 1'-0" (22x34)Upper Floor PlanKEYNOTES:FLOOR PLAN101 SINK W/ GARBAGE DISPOSAL.102 DISHWASHER.103 REFRIGERATOR.104 RANGE W/ HOOD/MICRO.107 PANTRY SHELVES PER BUILDER SPEC.108 BASE CABINETS.109 UPPER CABINETS.110 WATER CLOSET.111 LAV. SINK.113 SHOWER (SIZE PER PLAN).115 DROP IN TUB W/ PLATFORM.116 TUB/SHOWER (SIZE PER PLAN).117 LINEN SHELVES PER BUILDER SPEC.118 WASHER.119 DRYER.121 LINE OF SHELF ABOVE.122 ROD & SHELF.123 ATTIC ACCESS (22"x30" U.N.O.).124 HANDRAIL.125 SOLID CORE DOOR W/ SELF CLOSER.126 LINE OF OVERHEAD GARAGE DOOR INOPEN POSITION.127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD INGARAGE AS REQUIRED BY CODE.128 SLOPE GARAGE FLOOR 1/8" PER FOOTTOWARD GARAGE DOOR OPENING.130 LINE OF SOFFIT ABOVE (REFER TOEXTERIOR ELEVATIONS FOR HEIGHTSAND DETAILS).131 GYPSUM BOARD SOFFIT (HEIGHT ASNOTED).132 LINE OF FRAMING ABOVE.133 LINE OF FRAMING BELOW.135 PREFABRICATED FIREPLACE, GAS(NON-WOOD BURNING) AS SPECIFIED BYBUILDER.137 42" HIGH EXTERIOR GUARDRAIL W/BALUSTERS TO BE SPACED SUCH THAT 4"SPHERE CANNOT PASS BETWEENBALUSTERS.138 2X6 HALF WALL @ 34 1/2" A.F.F. W/COUNTER141 2x4 HALF WALL @ 42" A.F.F. W/ WOODCAP.148 BEAM POCKET.150 TOILET PAPER HOLDER 19" MIN A.F.F.151 TOWEL BAR 48" A.F.F.152 TOWEL RING 48" A.F.F.S2C -CLOVERREVISIONS
CONSTRUCTION ASSEMBLIES:T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANSA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILING: 1/2" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL.MAIN FLOORMAIN PLATET.O.F.BASEMENT FLOORUPPER FLOORUPPER PLATE8'-1 1/8"10"9'-1 1/8"11 1/2"8'-8"15'-8"10" 12"10" 12"DORMER PLATE2232112012032103AD.28AD.210AD.23AD.14AD.1AD.332132078'-3"(3) 2030 FX BLACKOUT@ 14'-11" H.H.MAIN FLOORMAIN PLATET.O.F.BASEMENT FLOORUPPER FLOORUPPER PLATE8'-8" 11 1/2" 9'-1 1/8" 10" 8'-1 1/8"2012032102231AD.25AD.29AD.23AD.1MAIN FLOORMAIN PLATET.O.F.BASEMENT FLOORUPPER FLOORUPPER PLATE8'-8" 11 1/2" 9'-1 1/8" 10" 8'-1 1/8"4" 12"4" 12"6" 12"2032102012112231AD.23AD.28AD.23AD.1215MAIN FLOORMAIN PLATET.O.F.BASEMENT FLOORUPPER FLOORUPPER PLATE8'-8" 11 1/2" 9'-1 1/8" 10" 8'-1 1/8"6" 12"4" 12"2032232112012101AD.28AD.210AD.23AD.12156" / 12"4" / 12"10" / 12"10" / 12"4" / 12"RAKE TYP1'-0"EAVE TYP1'-0"2'-0"7'-4"6'-10"GENERAL EXTERIOR ELEVATION NOTES:* GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN.* PROVIDE ROOF AND SOFFIT VENTS AS SPECIFIED BY BUILDER.* PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER.JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontA3.1A209/01/17EXTERIOR ELEVATIONS &ROOF PLAN-FARMHOUSE43 Split RockElevation - FarmhouseSCALE:1/4" = 1'-0" (22x34)Front ElevationSCALE:1/8" = 1'-0" (22x34)Rear ElevationSCALE:1/8" = 1'-0" (22x34)Right ElevationSCALE:1/8" = 1'-0" (22x34)Left ElevationSCALE:1/8" = 1'-0" (22x34)Roof PlanKEYNOTES:EXTERIOR ELEVATION201 ROOFING PER BUILDER SPEC.203 6" LAP SIDING.204 SHAKE SIDING.205 BOARD & BATTEN SIDING.207 PANEL SIDING.210 ALUMINUM WRAPPED 2x8 FASCIA.211 ALUMINUM WRAPPED 2x8 RAKE.213 5/4x4 TRIM.214 5/4x6 TRIM.215 5/4x8 TRIM.223 5/4x6 FRIEZE TRIM.224 BRACKET- FYPON BKT16X18X3 OR EQUALNOTE:* REQUIRED NET FREE VENTED AREAS ARE CALCULATED BY MULTIPLYING THE ACTUAL ATTIC AREA (SQ FT) IN COLUMN 1 BY 1/300 ANDMULTIPLYING SUM BY 144 SQ IN/SQ FT 40%-50% OF TOTAL NET FREE VENTED AREA IS REQUIRED AT THE RIDGE (HIGH) AND THE REMAININGIS THE REQUIRED IN THE SOFFIT (LOW). WHEN NO "HIGH/LOW" VENTING IS PROVIDED, THE REQUIRED NET FREE AREA IS 1/150 OF THEACTUAL AREA AND 100% OF THIS VENTED AREA SHALL BE PROVIDED AT THE SOFFIT.** ACTUAL NET FREE VENTED SOFFIT AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED SOFFIT AREA (FT) BY THEMANUFACTURERS STATED ACTUAL VENTED NET FREE AREA PER VENT. WHEN APPLICABLE, THE ACTUAL TOTAL NUMBER OF SOFFIT VENTSSHALL BE DIVIDED EQUALLY BETWEEN EACH EAVE AND SPACED AN EQUAL DISTANCE APART FROM ONE ANOTHER.ACTUAL NET FREE VENTED RIDGE AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED RIDGE AREA (FT) BY THEMANUFACTURERS STATED ACTUAL VENTED NET FREE AREA PER VENT.ATTIC VENTILATION SCHEDULE (ELEVATION A2)AREAATTIC AREA(SQ FT)TOTAL NET VENTED(1/300) (SQ IN)TOTAL NET VENTED(1/150) (SQ IN)*LOWER VENTMIN (50%)*LOWER VENTMAX (60%)*UPPER VENTMIN (40%)*UPPER VENTMAX (50%)MAIN ROOF 2340 SF 1123 in² 2246 in² 562 in² 674 in² 449 in² 562 in²PORCH ROOF 110 SF 53 in² 105 in² 26 in² 32 in² 21 in² 26 in²S2C -CLOVERREVISIONS
CONSTRUCTION ASSEMBLIES:T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANSA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILING: 1/2" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL.MAIN FLOORMAIN FLOORMAIN PLATET.O.F.BASEMENT FLOORBASEMENT FLOORUPPER FLOORUPPER FLOORUPPER PLATEUPPER PLATE8'-1 1/8"10"9'-1 1/8"11 1/2"8'-8"8'-1 1/8"16 EQUAL RISERS9'-11 1/8"15 EQUAL RISERS9'-7 1/2"7 3/4" MAX. RISERS 10" MIN. TREADSPREFABRICATED STAIRS3'-2" MAX.2'-10" MIN.MIN. CLEARANCE6'-8"HANDRAILMIN. CLEARANCE6'-8"14 TREADS @ 10" EA =11'-8"3'-2" MAX.2'-10" MIN.HANDRAIL15 TREADS @ 10" EA =12'-6"JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontA5.109/01/17STAIR SECTIONS43 Split RockSCALE:1/4" = 1'-0" (22x34)Stair SectionCLOVERREVISIONS
MAIN FLOORMAIN PLATET.O.F.BASEMENT FLOOR9'-1 1/8"11 1/2"8'-8"Master BedroomMaster BathLaundry2 Car GarageUnfinished WalkoutBasementHEEL1'-4"ROOF TRUSSES @ 24" O.C.60'-0"CDB16" 12"AHEEL1'-4"MAIN FLOORMAIN PLATET.O.F.BASEMENT FLOORCDB1Unfinished WalkoutBasementDiningKitchenFlexFoyerBedroom 2HEEL1'-4"StorageROOF TRUSSES @ 24" O.C.6'-0"22'-4"ROOF TRUSSES @ 24" O.C.11'-10"ROOF TRUSSES @ 24" O.C.25'-10"66'-0"Bedroom 46" 12"A4" 12"HEEL1'-2"HEEL5'-3 7/8"CCONSTRUCTION ASSEMBLIES:T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANSA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILING: 1/2" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL.JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontA6.1A209/01/17OPT UPPER FLOORBUILDING SECTIONS-A243 Split RockSCALE:1/4" = 1'-0" (22x34)1Building SectionSCALE:1/4" = 1'-0" (22x34)2Building SectionCLOVERREVISIONS
334DSDCOTO FIXTURE ABOVECERAMIC FIXTURECERAMIC FIXTURECERAMIC FIXTURESCERAMICCERAMICCERAMICCERAMICCERAMICCERAMICCERAMICELECTRICAL KEY:SINGLE POLE DUPLEX CONVENIENCE OUTLETDUPLEX OUTLET ABOVE COUNTERWEATHERPROOF DUPLEX OUTLETWPGFIGROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLETHALF-SWITCHED DUPLEX OUTLETSPECIAL POURPOSE OUTLET/JUNCTION BOXUSB CHARGER/TAMPER-RESISTANT DUPLEX OUTLETUSBDUPLEX OUTLET IN FLOOR220 VOLT OUTLET220VOVERHEAD DUPLEXWALL SWITCHTHREE-WAY SWITCHFOUR-WAY SWITCHDIMMER SWITCHREINFORCED JUNCTION BOXCEILING MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHT FIXTURERECESSED LIGHT FIXTURERECESSED LIGHT FIXTURE (WEATHERPROOF)WPRECESSED FLOURESCENT LIGHT FIXTURE (WEATHERPROOF)FLURECESSED LIGHT FIXTURE (VAPOR-PROOF)VPRECESSED FLOURESCENT LIGHT FIXTURE (VAPOR-PROOF)VP/FLUPNDTCEILING MOUNTED PENDANT LIGHT FIXTUREMINICEILING MOUNTED MINI-PENDANT LIGHT FIXTURELEDCEILING MOUNTED LED LIGHT FIXTUREWALL MOUNTED LED LIGHT FIXTURELEDRECESSED LED LIGHT FIXTURELEDRECESSED ADJUSTABLE EYEBALL LED LIGHT FIXTUREEBFFAN/ LIGHT FIXTUREFLUORESCENT LIGHT FIXTUREFLUORESCENT LIGHT FIXTURE WITH PULL CHAINPCEXHAUST FAN (VENT TO EXIT)EXHAUST FAN/LIGHT COMBINATION (VENT TO EXIT)EXHAUST FAN WITH HEAT LAMP (VENT TO EXIT)CHIMESPUSH BUTTON SWITCHSDHDSMOKE DETECTORCOCO DETECTORHEAT DETECTORTHERMOSTATTSSPEAKER (PROVIDE ADEQUATE SUPPORT)TVTELEVISIONMELECTRIC METERELECTRIC PANELTELEPHONECOMPUTERCEILING FAN WITH LED LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT)ELECTRICAL NOTES:* PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES* PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.* ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS.* HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS.* ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E. FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS.* ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT 15 & 20 AMP RECEPTACLE OUTLETS INSTALLED IN ANY HABITAL SPACE SHALL BE PROTECTED BY AN ARC FAULT CIRCUIT INTERRUPTER PER N.E.C. 210-12(A) & (B).ELECTRICAL DEVICES:ABOVE FINISHED FLOOR:SWITCHES OVER COUNTER.................. 48" TO CLWALL OUTLETS OVER COUNTER..........48" TO CLREMAINING SWITCHES...........................48" TO CLWALL OUTLETS........................................ 12" TO CLBATH VANITY BRACKET OUT(1" ABOVE TOP OF MIRROR)............80" TO CLWATER SOFTENER AND SUMP OUTLETS........................................48" TO CLTELEPHONE OUTLETS............................12" TO CLTELEVISION OUTLETS.............................12" TO CLEXTERIOR GFI OUTLETS.........................12" TO CLGARAGE GFI (ABOVE GARAGE FLOOR)12" TO CLBASEMENT WALL OUTLETS...................48" TO CLFRONT DOOR COACH LIGHT..................72" TO CLGARAGE DOOR COACH LIGHT(ABOVE GARAGE FLOOR).......................84" TO CLDINING AND BREAKFAST FIXTURE........64" TO BOTTOMOF FIXTUREFOYER AND STAIRWAY FIXTURE.......... 96" TO BOTTOMOF FIXTURETHERMOSTAT...........................................54" TO CLDOORBELL CHIMES.................................84" TO CLDOORBELL BUTTON................................LEVEL W/DOOR HANDLEKITCHEN HOOD FAN "WHIP"...................66" TO CLKITCHEN WALL HUNGMICROWAVE OUTLET..............................76" TO CLKITCHEN DISHWASHER RECEPTACLE.UNDER SINKKITCHEN RANGE......................................24" TO CLKITCHEN REFRIGERATOR......................48" TO CLWASHER/DRYER OUTLET...................... 48" TO CLCL = CENTERLINE1 = FIELD VERIFY2 = MASTER BATH STANDARD 30" HIGHVANITY TO BE RAISED 4"1,2JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontE0.1A209/01/17LOWER LEVEL ELECTRICALPLAN43 Split RockSCALE:1/4" = 1'-0" (22x34)Foundation/ Basement PlanCLOVERREVISIONS
DW33434443333 4434DWPWPGFI220VGFIWPWPWP/ GFIWP/ GFISDGFI220VGFITO LIGHT BELOW220VMICROGFIGFIGFIGFIGFICHANDELIERGFIGFISDSDCOSDCOWP/ GFISEMI-FLUSHWP/ GFIGFIGFIGFIWP/ GFITVTVTO LIGHT ABOVETVLED EXHAUST FAN/LIGHT6" LED SURFACE LIGHT6" LED SURFACE LIGHTFLUSHLED EXHAUST FAN/LIGHTFLUSHFLUSHFLUSHCERAMIC6" LED SURFACE LIGHT6" LED SURFACE LIGHT6" LED SURFACE LIGHT6" LED SURFACE LIGHT6" LED SURFACE LIGHTFLUSHFLUSHFLUSH6" LED SURFACE LIGHT6" LED SURFACE LIGHT6" LED SURFACE LIGHT3 HEAD VANITY LIGHT3 HEAD VANITY LIGHT6" LED SURFACE LIGHTGFIFLUSHPHOTOCELLELECTRICAL KEY:SINGLE POLE DUPLEX CONVENIENCE OUTLETDUPLEX OUTLET ABOVE COUNTERWEATHERPROOF DUPLEX OUTLETWPGFIGROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLETHALF-SWITCHED DUPLEX OUTLETSPECIAL POURPOSE OUTLET/JUNCTION BOXUSB CHARGER/TAMPER-RESISTANT DUPLEX OUTLETUSBDUPLEX OUTLET IN FLOOR220 VOLT OUTLET220VOVERHEAD DUPLEXWALL SWITCHTHREE-WAY SWITCHFOUR-WAY SWITCHDIMMER SWITCHREINFORCED JUNCTION BOXCEILING MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHT FIXTURERECESSED LIGHT FIXTURERECESSED LIGHT FIXTURE (WEATHERPROOF)WPRECESSED FLOURESCENT LIGHT FIXTURE (WEATHERPROOF)FLURECESSED LIGHT FIXTURE (VAPOR-PROOF)VPRECESSED FLOURESCENT LIGHT FIXTURE (VAPOR-PROOF)VP/FLUPNDTCEILING MOUNTED PENDANT LIGHT FIXTUREMINICEILING MOUNTED MINI-PENDANT LIGHT FIXTURELEDCEILING MOUNTED LED LIGHT FIXTUREWALL MOUNTED LED LIGHT FIXTURELEDRECESSED LED LIGHT FIXTURELEDRECESSED ADJUSTABLE EYEBALL LED LIGHT FIXTUREEBFFAN/ LIGHT FIXTUREFLUORESCENT LIGHT FIXTUREFLUORESCENT LIGHT FIXTURE WITH PULL CHAINPCEXHAUST FAN (VENT TO EXIT)EXHAUST FAN/LIGHT COMBINATION (VENT TO EXIT)EXHAUST FAN WITH HEAT LAMP (VENT TO EXIT)CHIMESPUSH BUTTON SWITCHSDHDSMOKE DETECTORCOCO DETECTORHEAT DETECTORTHERMOSTATTSSPEAKER (PROVIDE ADEQUATE SUPPORT)TVTELEVISIONMELECTRIC METERELECTRIC PANELTELEPHONECOMPUTERCEILING FAN WITH LED LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT)ELECTRICAL NOTES:* PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES* PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.* ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS.* HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS.* ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E. FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS.* ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT 15 & 20 AMP RECEPTACLE OUTLETS INSTALLED IN ANY HABITAL SPACE SHALL BE PROTECTED BY AN ARC FAULT CIRCUIT INTERRUPTER PER N.E.C. 210-12(A) & (B).ELECTRICAL DEVICES:ABOVE FINISHED FLOOR:SWITCHES OVER COUNTER.................. 48" TO CLWALL OUTLETS OVER COUNTER..........48" TO CLREMAINING SWITCHES...........................48" TO CLWALL OUTLETS........................................ 12" TO CLBATH VANITY BRACKET OUT(1" ABOVE TOP OF MIRROR)............80" TO CLWATER SOFTENER AND SUMP OUTLETS........................................48" TO CLTELEPHONE OUTLETS............................12" TO CLTELEVISION OUTLETS.............................12" TO CLEXTERIOR GFI OUTLETS.........................12" TO CLGARAGE GFI (ABOVE GARAGE FLOOR)12" TO CLBASEMENT WALL OUTLETS...................48" TO CLFRONT DOOR COACH LIGHT..................72" TO CLGARAGE DOOR COACH LIGHT(ABOVE GARAGE FLOOR).......................84" TO CLDINING AND BREAKFAST FIXTURE........64" TO BOTTOMOF FIXTUREFOYER AND STAIRWAY FIXTURE.......... 96" TO BOTTOMOF FIXTURETHERMOSTAT...........................................54" TO CLDOORBELL CHIMES.................................84" TO CLDOORBELL BUTTON................................LEVEL W/DOOR HANDLEKITCHEN HOOD FAN "WHIP"...................66" TO CLKITCHEN WALL HUNGMICROWAVE OUTLET..............................76" TO CLKITCHEN DISHWASHER RECEPTACLE.UNDER SINKKITCHEN RANGE......................................24" TO CLKITCHEN REFRIGERATOR......................48" TO CLWASHER/DRYER OUTLET...................... 48" TO CLCL = CENTERLINE1 = FIELD VERIFY2 = MASTER BATH STANDARD 30" HIGHVANITY TO BE RAISED 4"1,2JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontE1.1A209/01/17MAIN FLOOR ELECTRICALPLAN43 Split RockSCALE:1/4" = 1'-0" (22x34)Main Floor Electrical PlanCLOVERREVISIONS
3334DSDSDTO SWITCH BELOWGFIGFIFLUSHFLUSH2 HEAD VANITY LIGHT6" LED SURFACE LIGHT6" LED SURFACE LIGHTLED EXHAUST FAN/LIGHT2 HEAD VANITY LIGHTELECTRICAL NOTES:* PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES* PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.* ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS.* HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS.* ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E. FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS.* ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT 15 & 20 AMP RECEPTACLE OUTLETS INSTALLED IN ANY HABITAL SPACE SHALL BE PROTECTED BY AN ARC FAULT CIRCUIT INTERRUPTER PER N.E.C. 210-12(A) & (B).ELECTRICAL DEVICES:ABOVE FINISHED FLOOR:SWITCHES OVER COUNTER.................. 48" TO CLWALL OUTLETS OVER COUNTER..........48" TO CLREMAINING SWITCHES...........................48" TO CLWALL OUTLETS........................................ 12" TO CLBATH VANITY BRACKET OUT(1" ABOVE TOP OF MIRROR)............80" TO CLWATER SOFTENER AND SUMP OUTLETS........................................48" TO CLTELEPHONE OUTLETS............................12" TO CLTELEVISION OUTLETS.............................12" TO CLEXTERIOR GFI OUTLETS.........................12" TO CLGARAGE GFI (ABOVE GARAGE FLOOR)12" TO CLBASEMENT WALL OUTLETS...................48" TO CLFRONT DOOR COACH LIGHT..................72" TO CLGARAGE DOOR COACH LIGHT(ABOVE GARAGE FLOOR).......................84" TO CLDINING AND BREAKFAST FIXTURE........64" TO BOTTOMOF FIXTUREFOYER AND STAIRWAY FIXTURE.......... 96" TO BOTTOMOF FIXTURETHERMOSTAT...........................................54" TO CLDOORBELL CHIMES.................................84" TO CLDOORBELL BUTTON................................LEVEL W/DOOR HANDLEKITCHEN HOOD FAN "WHIP"...................66" TO CLKITCHEN WALL HUNGMICROWAVE OUTLET..............................76" TO CLKITCHEN DISHWASHER RECEPTACLE.UNDER SINKKITCHEN RANGE......................................24" TO CLKITCHEN REFRIGERATOR......................48" TO CLWASHER/DRYER OUTLET...................... 48" TO CLCL = CENTERLINE1 = FIELD VERIFY2 = MASTER BATH STANDARD 30" HIGHVANITY TO BE RAISED 4"1,2ELECTRICAL KEY:SINGLE POLE DUPLEX CONVENIENCE OUTLETDUPLEX OUTLET ABOVE COUNTERWEATHERPROOF DUPLEX OUTLETWPGFIGROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLETHALF-SWITCHED DUPLEX OUTLETSPECIAL POURPOSE OUTLET/JUNCTION BOXUSB CHARGER/TAMPER-RESISTANT DUPLEX OUTLETUSBDUPLEX OUTLET IN FLOOR220 VOLT OUTLET220VOVERHEAD DUPLEXWALL SWITCHTHREE-WAY SWITCHFOUR-WAY SWITCHDIMMER SWITCHREINFORCED JUNCTION BOXCEILING MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHT FIXTURERECESSED LIGHT FIXTURERECESSED LIGHT FIXTURE (WEATHERPROOF)WPRECESSED FLOURESCENT LIGHT FIXTURE (WEATHERPROOF)FLURECESSED LIGHT FIXTURE (VAPOR-PROOF)VPRECESSED FLOURESCENT LIGHT FIXTURE (VAPOR-PROOF)VP/FLUPNDTCEILING MOUNTED PENDANT LIGHT FIXTUREMINICEILING MOUNTED MINI-PENDANT LIGHT FIXTURELEDCEILING MOUNTED LED LIGHT FIXTUREWALL MOUNTED LED LIGHT FIXTURELEDRECESSED LED LIGHT FIXTURELEDRECESSED ADJUSTABLE EYEBALL LED LIGHT FIXTUREEBFFAN/ LIGHT FIXTUREFLUORESCENT LIGHT FIXTUREFLUORESCENT LIGHT FIXTURE WITH PULL CHAINPCEXHAUST FAN (VENT TO EXIT)EXHAUST FAN/LIGHT COMBINATION (VENT TO EXIT)EXHAUST FAN WITH HEAT LAMP (VENT TO EXIT)CHIMESPUSH BUTTON SWITCHSDHDSMOKE DETECTORCOCO DETECTORHEAT DETECTORTHERMOSTATTSSPEAKER (PROVIDE ADEQUATE SUPPORT)TVTELEVISIONMELECTRIC METERELECTRIC PANELTELEPHONECOMPUTERCEILING FAN WITH LED LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT)JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontE2.1A209/01/17UPPER FLOOR ELECTRICALPLAN43 Split RockSCALE:1/4" = 1'-0" (22x34)Upper Floor Electrical PlanCLOVERREVISIONS
2-2x10 P.T. DECK BEAMP.T. 2x10 DECK JOISTS16" O.C. ABOVE2-2x10 FLUSH BEAM2-2x10 FLUSH BEAM2-1 3/4" x 11 7/8" LVL DROPPED BEAM2x10 JOISTS16" O.C. ABOVE2x10 JOISTS16" O.C. ABOVE2x10 JOISTS16" O.C. ABOVE2x10 JOISTS16" O.C. ABOVE2x10 JOISTS16" O.C. ABOVE2-1 3/4" x 9 1/4" LVL DROPPED BEAM2-1 3/4" x 11 7/8" LVL DROPPED BEAM2-1 3/4" x 9 1/4" LVL DROPPED BEAM3-2x4 POST3-2x4 POST3-2x4 POST3-2x4 POST3-2x4 POST3-2x4 POSTBEARING WALLCONSTRUCTION ASSEMBLIES:T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANSA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILING: 1/2" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL.GENERAL FRAMING PLAN NOTES:* PROVIDE PROVIDE MINIMUM 2-2x10 HEADER OVER DOORS & WINDOWS UNLESS NOTED OTHERWISE.* PROVIDE THE FOLLOWING POSTS AT ENDS OF HEADERS (UNLESS NOTED OTHERWISE): ** OPENINGS 4'-0' OR LESS: 1 JACK STUD & 1 KING STUD ** OPENINGS GREATER THAN 4'-0': 2 JACK STUDS & 1 KING STUD* PROVIDE MINIMUM 3-2x4 POST AT 2x4 WALLS OR 2-2x6 POST AT 2x6 WALLS AT ENDS OF GIRDER TRUSSES AND BEAMS UNLESS NOTED OTHERWISE.* SOLID BLOCK IN FLOOR FRAMING BENEATH ALL POSTS TO FOUNDATION BELOW OR TO POST IN WALL BELOW.* ANCHOR ROOF TRUSSES AND RAFTERS WITH SIMPSON H2.5 ANCHORS, TYPICAL.* SUPPORT OVERFRAMING ON FRAMING MEMBERS OR PROVIDE SOLID BLOCKING.* PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO JOISTS.* TRUSS MANUFACTURER SHALL SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES.JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontS0.1A209/01/17OPT UPPER FLOOR MAINFLOOR FRAMING PLAN-A43 Split RockElevation - A Optional Upper FloorSCALE:1/4" = 1'-0" (22x34)Main Floor Framing PlanCLOVERREVISIONS
DW2-2x8 DROPPED BEAM2-2x10 FLUSH BEAMBEARING WALL2-2x10 FLUSH BEAMBEARING WALL2-1 3/4" x 9 1/4" LVL DROPPED BEAMBEARING WALLROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.2x10 JOISTS16" O.C. ABOVE2x10 JOISTS16" O.C. ABOVE2x10 JOISTS16" O.C. ABOVE2-2x10 FLUSH BEAM2x10 JOISTS16" O.C. ABOVE2-1 3/4" x 9 1/4" LVL2-1 3/4" x 9 1/4" LVL2-1 3/4" x 9 1/4" LVL2-1 3/4" x 20" LVL DROPPED BEAM3 1/2" x 5 1/4" PSL3 1/2" x 5 1/4" PSL2-1 3/4" x 9 1/4" LVL DROPPED BEAM2-2x10 FLUSH BEAMBEARING WALLCONSTRUCTION ASSEMBLIES:T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANSA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILING: 1/2" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL.GENERAL FRAMING PLAN NOTES:* PROVIDE PROVIDE MINIMUM 2-2x10 HEADER OVER DOORS & WINDOWS UNLESS NOTED OTHERWISE.* PROVIDE THE FOLLOWING POSTS AT ENDS OF HEADERS (UNLESS NOTED OTHERWISE): ** OPENINGS 4'-0' OR LESS: 1 JACK STUD & 1 KING STUD ** OPENINGS GREATER THAN 4'-0': 2 JACK STUDS & 1 KING STUD* PROVIDE MINIMUM 3-2x4 POST AT 2x4 WALLS OR 2-2x6 POST AT 2x6 WALLS AT ENDS OF GIRDER TRUSSES AND BEAMS UNLESS NOTED OTHERWISE.* SOLID BLOCK IN FLOOR FRAMING BENEATH ALL POSTS TO FOUNDATION BELOW OR TO POST IN WALL BELOW.* ANCHOR ROOF TRUSSES AND RAFTERS WITH SIMPSON H2.5 ANCHORS, TYPICAL.* SUPPORT OVERFRAMING ON FRAMING MEMBERS OR PROVIDE SOLID BLOCKING.* PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO JOISTS.* TRUSS MANUFACTURER SHALL SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES.JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontS1.1A209/01/17OPT UPPER FLOOR UPPERFLOOR FRAMING PLAN-A43 Split RockElevation - A Optional Upper FloorSCALE:1/4" = 1'-0" (22x34)Upper Floor Framing PlanCLOVERREVISIONS
ROOF TRUSSES @ 24" O.C.GIRDER TRUSSROOF TRUSSES @ 24" O.C.2-2x12CONSTRUCTION ASSEMBLIES:T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANSA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILING: 1/2" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL.GENERAL FRAMING PLAN NOTES:* PROVIDE PROVIDE MINIMUM 2-2x10 HEADER OVER DOORS & WINDOWS UNLESS NOTED OTHERWISE.* PROVIDE THE FOLLOWING POSTS AT ENDS OF HEADERS (UNLESS NOTED OTHERWISE): ** OPENINGS 4'-0' OR LESS: 1 JACK STUD & 1 KING STUD ** OPENINGS GREATER THAN 4'-0': 2 JACK STUDS & 1 KING STUD* PROVIDE MINIMUM 3-2x4 POST AT 2x4 WALLS OR 2-2x6 POST AT 2x6 WALLS AT ENDS OF GIRDER TRUSSES AND BEAMS UNLESS NOTED OTHERWISE.* SOLID BLOCK IN FLOOR FRAMING BENEATH ALL POSTS TO FOUNDATION BELOW OR TO POST IN WALL BELOW.* ANCHOR ROOF TRUSSES AND RAFTERS WITH SIMPSON H2.5 ANCHORS, TYPICAL.* SUPPORT OVERFRAMING ON FRAMING MEMBERS OR PROVIDE SOLID BLOCKING.* PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO JOISTS.* TRUSS MANUFACTURER SHALL SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES.JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontS2.1A209/01/17OPT UPPER FLOOR ROOFFRAMING PLAN-A43 Split RockElevation - A Optional Upper FloorSCALE:1/4" = 1'-0" (22x34)Roof Framing PlanCLOVERREVISIONS