HomeMy WebLinkAboutZP-22-464 - 0172 Two Brothers Drive 12/9/202222-464
12/06/2022 1,300.60 R12
single family dwelling
08/17/2017 (#SD-17-17)
(Acting)
12/09/2022
12/25/2022 12/08/2023
VIA HAND‐DELIVERY
November 18, 2022
Betsy Brown
South Burlington Planning and Zoning
180 Market Street
South Burlington, VT 05403
Re: Zoning Permit Application 172 Two Brothers Drive, South Burlington, VT 05403
Dalila,
Further to Final Plat Permit SD‐17‐17, enclosed please find a zoning permit application
for 172 Two Brothers Drive, South Burlington, Vermont 05403, Unit 048 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:172 Two Brothers Drive
Amount:7,747.67 Payment Type:check #007536 Date:12/6/2022
Code
Zoning Permit (New Residential)ZP-22-464 zp Recording fee 13.00$
plus
addition/alteration cost 5.00$ per $1,000 project cost -$
OR:
plus
1848 0.45$ per sq. ft. 831.60$
plus
1780 0.20$ per sq. ft. 356.00$
plus
2 50.00$ per bay 100.00$
plus
After-the fact of 50% [no NOV] or 100% [NOV] -$
Zoning Permit Total 1,300.60$
Sewer Allocation Fee WWA-22-153 #204 242.95 g.p.d x 13.45$ 3,267.68$
Bartlett Bay
Airport Parkway
Recreation Impact Fee #220 $1,665.08 /unit 1,665.08$
South Village Recreation Impact Fee #243 /unit -$
Road Impact Fee #221 $954.51 /unit 954.51$
Fire Impact Fee #203 /unit -$
Police Impact Fee #222 $496.80 /unit 496.80$
Dorset Street Waterline Fee #230 /unit -$
Sewer Connection Inspection WW-22-56 ww 63.00$ 63.00$
Total (Impact Fees + Permit) 7,747.67$
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:AGN0.109/01/17COVER SHEET, SHEETINDEXO'Brien Home Farm Single Family Downhill LotSouth Burlington, VT 05403172 Two BrothersSHEET INDEXA-1AGN0.1COVER SHEET, SHEET INDEXAGN0.2GENERAL NOTESRANCH ELEVATION-AA0.1AFOUNDATION/ WALKOUT BASEMENT PLAN-AA1.1AMAIN FLOOR PLAN-AA3.1AEXTERIOR ELEVATIONSA4.2.1AOPT WALKOUT BASEMENT-AA4.3.1AOPT COVERED DECK-AA6.1ABUILDING SECTIONS-A2-STORY ELEVATION-ARANCH ELEVATION-BA0.1BFOUNDATION/ BASEMENT PLAN-BA1.1BMAIN FLOOR PLAN-BA3.1BEXTERIOR ELEVATIONS & ROOF PLAN-BA6.1BBUILDING SECTION-B2-STORY ELEVATION-DAD.5CABINETSA4.1.1FINISHED BASEMENTA4.1.2OPT FLOOR PLANSA5.1STAIR SECTIONSELECTRICALE0.1ABASEMENT ELECTRICAL PLAN-AE1.1AMAIN FLOOR ELECTRICAL PLAN-AE0.1BBASEMENT ELECTRICAL PLAN-BE1.1BMAIN FLOOR ELECTRICAL PLAN-BE4.1.1OPT FINISHED BASEMENT ELECTRICAL PLANSTRUCTURES0.1AMAIN FLOOR FRAMING PLAN-AS1.1AROOF FRAMING PLAN-AS0.1BMAIN FLOOR FRAMING PLAN-BS1.1BROOF FRAMING PLAN-BAD.2DETAILSAD.1DETAILSAD.3DETAILSSquare Footages-Ranch BELEVATION BMAIN FLOOR LIVING 1848 SFTOTAL LIVING 1848 SFPLAN OPTIONSOPT. FINISHED BASEMENT958 SFDAISYDaisyFarmhouse Elevation - ASouth Burlington, VermontO'Brien Home FarmSingle Family Downhill Lot DaisyREVISIONSGrading PlanLandscape PlanTyp. Planting PlanThe features and depictions shown on these plans are forillustration purposes only and may not accurately reflectevery detail, upgrade or appliance in your as-builthome. Please refer to the specifications and selectionsmade in your Purchase and Sale Contract, and in anywritten change orders, for the specific specifications for yourhome, subject to the limitations or disclaimers set forth inthe Purchase and Sale Contract, and all attachments,amendments, addenda and references thereto.
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 shallbe submitted to all governing building agencies to insure their compliance with allapplicable 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 finalDrawings and Specifications shall be submitted to the Builder by the Architect.B.3.If code discrepancies are discovered during the construction process, Architectshall be notified and allowed ample time to remedy said discrepancies.B.4.All work performed shall comply with all applicable local, state and nationalbuilding codes, ordinances and regulations, and all other authorities havingjurisdiction. B.5.Following is a partial list of applicable codes as adopted and amended by theState 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 forthe content of Drawings and Specifications and for the supply and design ofappropriate 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'srecommendations.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 onDrawings.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 CE.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 conditionswithout 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 fromgroundwater.E.4.6. The Builder is responsible for determining if the services of a soilengineer 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 withgoverning codes and site conditions, and check with local buildingagencies 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 backfillmaterial 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 shallcomply 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 shallhave 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 orduring 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 topsurface of slab for slabs 4" and greater in thickness; ORb) Synthetic fibrous reinforcement added to concrete materials at time concreteis batched according to manufacturer's specifications. Mix concrete foruniform and complete distribution of fibrous reinforcement prior to placingconcrete. 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 steelreinforcing 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 concretefoundation 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 sectionor;b) Set approved sill plate anchor straps in concrete according to manufacturer'sspecifications. Locate anchors as specified by manufacturer to be equivalent to1/2" 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 whererequired 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 applicablereferences: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 Guidefor 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 supportedby 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 withmanufacturer's instructions and specifications, and in accordance with governingcodes.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 andspecifications of the current edition of the Manual of Steel Constructionpublished by the American Institute of Steel Construction, Inc.B.2.Hollow structural sections (HSS) columns shall meet the requirements andspecifications 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 Columnmanufactured by AFCO Manufacturing (www.afcomfg.com) and shall meet orexceed 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 DeanColumn Company (www.deancolumn.com) and shall meet or exceed thefollowing 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 with1/8" fillet weld around the entire pipe. Column base plates shall be connected tothe 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 weldaround 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 beamswith 3/8" diameter bolts staggered at 2'0" on center. Rigidly fasten all connectingrafters 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 metalcomes in contact with including dissimilar metals, wood (natural, stained andpainted), preservative treated wood, fire-retardant treated wood and concrete.VI. WOOD AND PLASTICSA. Lumber and manufactured/engineered wood products shall, in addition to complyingwith governing codes, comply with the standards and recommendations for thefollowing 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 thefollowing 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 thefollowing standards of quality and minimum base design values:C.1.Preservative pressure treated framing lumber shall beSouthern 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: Providemanufactured/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: Providemanufactured/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 andarrangement shown on Drawings.F.2.Truss layout is schematic only. Truss manufacturer shall be responsible for thedesign (including spacing) of all trusses and shall submit shop drawings (sealedby a registered engineer) for approval by Builder.F.3.All trusses shall be installed according to manufacturer's specifications andrecommendations. See below for attachment to plates at bearing.F.4.Roof trusses shall be designed and configured for no attic storage with thebottom chord of trusses designed for a 10 psf live load (assumed not to actconcurrently 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 ratingminimum.G.1.2. Common Walls: Where shown on Drawings provide fire resistantsheathing as specified by Builder.G.2.Floor Sheathing: 3/4" T&G APA RATED ADVANTECH EXP 1, 24oc spanrating 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. Installsheathing 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 theprovisions of the Building Code. Connectors and fasteners shall be installed inaccordance with all fastener schedules and tables in the Building Code, as shown onthe Drawings and as outlined below.K.1.Unless shown otherwise on Drawings, attach each rafter and roof truss to bothtop 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 8dcommon 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 andinstalled over approved sill sealer.N. Provide solid wood blocking in floor system where concentrated loads occur so as totransfer 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 unheatedspaces 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, lightfixtures or heating ductwork.B. Moisture vapor retarder:B.1.Exterior wall: Install code approved moisture vapor retarder (as specified byBuilder) beneath gypsum panels on warm side of all exterior walls at conditionedspaces 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 byBuilder) 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 alllocations as required to prevent penetration of water through the exterior shell ofthe 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 veneerand above masonry lintels.F.2.Materials and installations shall comply with governing codes and with pertinentrecommendations contained in the current edition of the "Architectural SheetMetal 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 splashlocations shall be determined by Contractor (and approved by Builder) so as toprovide positive roof and site drainage.H. Provide attic and roof ventilation as required by governing codes and as shown onDrawings. Provide appropriate soffit and roof vents as specified/approved byBuilder.I. Foundation water/moisture control:I.1. Provide foundation drainage as specified by soils engineer, as shown onDrawings 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 finishgrade) 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 orhoneycomb 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 governingcodes.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 ofgoverning codes.B.1.4. Provide and install all windows meeting the requirements of governingcodes for "Window Fall Protection."B.1.5. Provide and install emergency escape and rescue windows meeting therequirements of governing codes.B.1.5.1. Basements: Where required, provide and install window wellsmeeting the requirements of governing codes for emergency escape and rescue.C. Finish hardware shall be specified by Builder. Install all hardware required bygoverning 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" regularpanels 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 areasor 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 gypsumwallboard manufacturer.A.3.Tape, float and sand joints and fasteners of gypsum wallboard with 3-coats ofjoint compound as required obtaining a uniformly smooth surface.B. Tile backer board: cement board or other approved tile backing material as specifiedby 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 andas required by governing codes.B. Shower, tub and tub/shower enclosures shall be constructed of approved safetyglazing as specified by Builder.C. Handrails and guardsC.1.Porches, balconies or raised floor surfaces located more than 30 inches abovethe 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 transferthis load through the supports to the structure.b) A single concentrated load of 200 pounds, applied in any direction at anypoint along the top, and have attachment devices and supporting structureto transfer this loading to appropriate structural elements of the building.c) Intermediate rails (all those except the handrail), balusters and panel fillersshall be designed to withstand a horizontally applied normal load of 50pounds on an area not to exceed 1 square foot including openings andspace 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, andshall be reviewed by contractors, suppliers and building officials for compliancewith 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 appropriatelicensed 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 onDrawings (including clothes washer) and as specified by Builder.B.3.Provide gas lines and valves to heating system and water heater as appropriateand 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, watercloset 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 codesmeeting the requirements of ASTM E1465 and E2121.XVI. ELECTRICALA. General:A.1.Information and layouts shown on Drawings are only schematic in design, andshall be reviewed by contractors, suppliers and building officials for compliancewith 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 appropriatelicensed 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 meetingthe 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 andcombination 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 forzero-clearance insulation cover (IC).JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:O'Brien Home Farm Single Family Downhill LotSouth Burlington, VT 05403AGN0.209/01/17GENERAL NOTES172 Two BrothersDAISYREVISIONS
39'-0"39'-0"10'-0"60'-0"8"12'-8"4'-8" 8" 1'-8"16'-4"2'-4"10'-0"37'-8"22'-4"6'-0"8' -9" CLGStorageUP 15 RISERSFURN.6'-0"6'-0"27'-0"Unexcavated8"12'-1 1/4"5'-5 1/2"7'-3 1/2"3'-8 3/4"4"10'-11 3/4"5'-0 1/4"8"6'-0"F-PF-PF-PF-2F-2F-2F-2F-2F-2F-2F-2F-2F-2F-2F-2F-218'-8"20'-4"39'-0"76'-0"W-8 TYP.8"10'-7"6'-8 3/4"3'-7 1/2"5'-7"5'-7"5'-6 3/4" 8"F-2F-28" 5'-8"6'-0"5'-8" 8"F-C 2X6 BEARING WALL6'-0"0"10'-7"10'-4 1/4"5'-7"5'-7"3'-2" 2'-10 3/4" 1'-9"18'-7 1/2"8'-7"6'-8 1/2"24'-0"2818 FX2818 FXCONCRETE R.O. - 63 3/4"21068CONSTRUCTION ASSEMBLIES:T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANSA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES ONUNDERLAYMENT ON ROOF SHEATHINGON ROOF FRAMING MEMBERS (ASNOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD OVERMOISTURE VAPOR RETARDER WITHINSULATION 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" FLOORSHEATHING ON FLOOR FRAMING ASNOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILING: 1/2" GYPSUMBOARD.D. CONCRETE SLAB CONSTRUCTION:4" CONCRETE SLAB OVER 6 MIL.POLYETHYLENE VAPOR BARRIER OVER4" MINIMUM GRANULAR FILL.GENERAL BASEMENT PLAN NOTES:* ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTEDOTHERWISE.* IF MAIN FLOOR FRAMING IS TO BEINSTALLED BEFORE CONCRETEFLOOR, PROVIDE THE FOLLOWING:** AT PAD FOOTINGS, PROVIDE8"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 45DEGREES UNLESS NOTEDOTHERWISE.* ALL EXTERIOR DIMENSIONS ARE TOFACE OF STUDS UNLESS NOTEDOTHERWISE.* WINDOW SUPPLIER TO VERIFY ATLEAST ONE WINDOW IN ALLBEDROOMS MEETS ALL EMERGENCYEGRESS REQUIREMENTS.* ALL ELECTRICAL AND MECHANICALEQUIPMENT, METER LOCATIONS, ETCSHALL BE CONFIRMED BYMECHANICAL AND ELECTRICALCONTRACTORS. CONTRACTORSSHALL COORDINATE WITH BUILDERPRIOR TO RELOCATION OFEQUIPMENT AND METERS.* ALL TRUSSES TO BEAR ON EXTERIORWALLS AND/OR GIRDER TRUSSUNLESS NOTED OTHERWISE.* TRUSS MFG. TO SIZE MEMBERS,FASTENERS, HANGERS & SETSPACING FOR ALL TRUSSES.* FOR ADDITIONAL INFORMATION SEEGENERAL NOTES AND DETAILS.* TYPICAL WINDOW HEAD HEIGHTSSHALL 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-2 PAD FOOTING (INTERIOR) 2'-0" x 2'-0" x 1'-0" DEEPNACOLUMN6x6 TREATED POSTNA*NOTE: LALLY COLUMNS SHALL HAVE THE ALLOWABLE MINIMUM LOAD CAPACITY OUTLINED INTHE 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-88"9'-0"REINFORCING2 #4 BARS TOP & BOTTOM*CONTINUOUSFOOTING1'-4"x 0'-8" W/ 2-#4's CONTINUOUS*IF FOOTING IS BEARING ON EARTH BUILDER TO VERIFY SOILPRESSURE AND USE 2'-0"x0'-8" CONTINUOUS FOOTINGJOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:A0.1A09/01/17FOUNDATION/ WALKOUTBASEMENT PLAN-AO'Brien Home Farm Single Family Downhill LotSouth Burlington, VT 05403172 Two BrothersSCALE:1/4" = 1'-0" (22x34)Foundation/ Walkout 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).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.141 2x4 HALF WALL @ 42" A.F.F. W/ WOODCAP.147 LINE OF DECK ABOVE.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.DAISYREVISIONS
DWCONSTRUCTION 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.39'-0"12'-0"27'-0"25'-5 1/2"13'-6 1/2"6'-0" 11'-8" 7'-9 1/2" 6'-6 1/2" 7'-0"10'-0"60'-0"6'-0"21'-2 1/2"4'-7 1/2"11'-4 1/2"8'-9"2'-2 1/2"11'-10"5'-4"8"6'-6"14'-8 1/2"5'-6 1/2" 5'-10"76'-0"10'-0"37'-8"22'-4"6'-0"16'-10 1/2"4'-3 1/2"5'-6 1/2"3'-10 1/2"7'-1"1'-10" 5'-3"8" 5'-4"39'-0"18'-8"20'-4"8" 12'-0" 8" 4'-8" 8"13'-4" 4'-8"21'-0"6'-8" 6'-8" 2'-4" 2'-4" 10'-6"10'-6"21068210682106826682106826682106821068246824685068 SLD30683060 DH3060 DH3060 DH3060 DH3060 DH3060 DH2040 DH3060 DH 3060 DH3060 DH6068 French3060 DH 3060 DH16080 OGD9' -0" CLGBedroom 29' -0" CLGFoyer9' -0" CLGBath 22 Car Garage9' -0" CLGO.E.9' -0" CLGLaundry9' -0" CLGW.I.C.9' -0" CLGOwners Bath9' -0" CLGOwners Suite9' -0" CLGFamily9' -0" CLGDining9' -0" CLGKitchenDeckPorch1A5.11A6.1A2A6.1APANTRYDN 15 RISERSDN AS REQ'DDN AS REQ'D30683010 TRN ABV6010 TRN ABV.76'-0"DN 15 RISERS2068HALF WALL2'-4" 2'-3 1/2" 8'-5" 4'-8" 3'-3 1/2" 7'-9 1/2" 6'-0 1/2"3'-3"5'-3 1/2" 1'-3" 2'-4 1/2" 3'-9 1/2" 5'-1 1/2"20'-3"5'-9" 3'-8" 8'-0 1/2" 10"12'-4 1/2" 8" 4'-8" 3'-3 1/2" 5'-4 1/2" 4'-7 1/2" 1'-10 1/2" 5'-2 1/2"11'-4 1/2" 4'-9" 2'-0 1/2" 3'-6" 8" 10'-5" 11 1/2" 2'-4 1/2"23'-0"1'-11 1/2"11111111336"x48"11712212212211012212111811912812712610110210310410710710810910910810910810811011111611712212212512313013013012413532"x60"22'-8 1/2"2'-3 1/2" 3'-9 1/2" 9'-3 1/2"4'-6"7'-0 1/2"4'-6"8"3'-6"10'-1"6'-11"2'-4" 2'-3 1/2"1086'-0"1521511501501511521521318'-0" SOFFIT1'-8"9' -0" CLGFlexADD GRAB BAR REINFORCINGDETAIL 8, AD.1ADD GRAB BAR REINFORCINGDETAIL 8, AD.121068Type 1 FireplaceHOSEBIBHOSEBIBGENERAL 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, VT 05403A1.1A09/01/17MAIN FLOOR PLAN-A1672 Two BrothersSCALE:1/4" = 1'-0" (22x34)Main Floor PlanElevation - AKEYNOTES: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).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.141 2x4 HALF WALL @ 42" A.F.F. W/ WOODCAP.147 LINE OF DECK ABOVE.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.DAISYREVISIONS
CONSTRUCTION ASSEMBLIES:T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANSA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES ONUNDERLAYMENT ON ROOF SHEATHINGON ROOF FRAMING MEMBERS (ASNOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD OVERMOISTURE VAPOR RETARDER WITHINSULATION 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" FLOORSHEATHING ON FLOOR FRAMING ASNOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILING: 1/2" GYPSUMBOARD.D. CONCRETE SLAB CONSTRUCTION:4" CONCRETE SLAB OVER 6 MIL.POLYETHYLENE VAPOR BARRIER OVER4" MINIMUM GRANULAR FILL.MAIN FLOORMAIN PLATET.O.F.BASEMENT FLOOR9'-1 1/8"11 1/2"8'-8"16'-4 1/2"HEEL5'-6"DORMER PLATE8" 12"8" 12"2052012032072112238'-3"2102636 FX BLACKOUT @ 15'-8" H.H.2646 FX BLACKOUT @ 15'-0" H.H. 3AD.28AD.23AD.14AD.1SIM207215213MAIN FLOORMAIN PLATET.O.F.BASEMENT FLOOR8'-8" 11 1/2" 9'-1 1/8"6" 12"6" 12"4" 12"3" 12"2032112231AD.23AD.28AD.210AD.23AD.1210215MAIN FLOORMAIN PLATET.O.F.BASEMENT FLOOR8'-8" 11 1/2" 9'-1 1/8"3" 12"16'-4 1/2"6" 12"4" 12"2032112231AD.28AD.23AD.1215MAIN FLOORMAIN PLATET.O.F.BASEMENT FLOOR8'-8" 11 1/2" 9'-1 1/8"2032232012101AD.25AD.29AD.23AD.1GENERAL EXTERIOR ELEVATION NOTES:* GRADE CONDITIONS MAY VARY FORINDIVIDUAL SITE FROM THATSHOWN.* PROVIDE ROOF AND SOFFIT VENTSAS SPECIFIED BY BUILDER.* PROVIDE GUTTERS ANDDOWNSPOUTS AS SPECIFIED BYBUILDER.6" / 12"6" / 12"4" / 12"6'-0" 6'-10"EAVE TYP1'-0"RAKE TYP1'-0"PITCH BREAK8" / 12"8" / 12"3" / 12"4'-0"JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:A3.1A09/01/17EXTERIOR ELEVATIONSO'Brien Home Farm Single Family Downhill LotSouth Burlington, VT 05403172 Two BrothersSCALE:1/4" = 1'-0" (22x34)Front ElevationSCALE:1/8" = 1'-0" (22x34)Right ElevationSCALE:1/8" = 1'-0" (22x34)Left ElevationSCALE:1/8" = 1'-0" (22x34)Rear ElevationElevation - FarmhouseKEYNOTES: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.DAISYSCALE:1/8" = 1'-0" (22x34)5Roof PlanREVISIONS
8' -9" CLGFamily8' -9" CLGBedroom8' -9" CLGUnfinished BasementUnexcavated8' -9" CLGStorageBathFURN.2068246826685068 SLD2106812'-7 1/2"5'-3 1/2"19'-9"8" 4 1/2" 9'-10 1/2"8"9'-10 1/2"8" 3'-7 1/2" 2'-10" 6'-4 1/2"3'-0"4 1/2"8"4 1/2"17'-1"3'-4"16'-10 1/2"8"8"11'-11 1/2"8"23'-8 1/2"5 1/2"8"8'-2"3'-9 1/2"2'-1 1/2"3'-6"4"14'-11"3'-6"8"8"18'-7"2'-0"3'-9 1/2"11011611111712213133"x60"1'-0 1/2"20'-8 1/2"2'-4 1/2" 13'-10"1'-0 1/2"7'-6" SOFFIT7'-6" SOFFIT14137'-0"2x6 WALL7'-6" SOFFIT131151150152ADD GRAB BAR REINFORCINGDETAIL 8, AD.17'-10" CLG22'-6 1/2"6'-0"18'-8"6'-0"1'-8 1/2"20'-4"4'-8"6'-0"22'-4"20'-5"310010'-6"16'-9 1/2"13'-10"2818 FX2818 FX24'-0"6'-8 1/2"11'-7"CONSTRUCTION ASSEMBLIES:T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANSA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES ONUNDERLAYMENT ON ROOF SHEATHINGON ROOF FRAMING MEMBERS (ASNOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD OVERMOISTURE VAPOR RETARDER WITHINSULATION 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" FLOORSHEATHING ON FLOOR FRAMING ASNOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILING: 1/2" GYPSUMBOARD.D. CONCRETE SLAB CONSTRUCTION:4" CONCRETE SLAB OVER 6 MIL.POLYETHYLENE VAPOR BARRIER OVER4" MINIMUM GRANULAR FILL.BASEMENT PLAN NOTES:* SEE BASEMENT PLAN SHEETS FORADDITIONAL INFORMATIONFLOOR PLAN NOTES:* SEE FLOOR PLAN SHEETS FORADDITIONAL INFORMATIONELECTRICAL NOTES :* SEE ELECTRICAL PLAN SHEETS FORADDITIONAL INFORMATIONELEVATION NOTES :* SEE ELEVATION SHEETS FORADDITIONAL INFORMATIONJOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:O'Brien Home Farm Single Family Downhill LotSouth Burlington, VT 05403A4.1.109/01/17FINISHED BASEMENT172 Two BrothersSCALE:1/4" = 1'-0" (22x34)Finished Basement PlanDAISYREVISIONS
333344333443CONSTRUCTION ASSEMBLIES:T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANSA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES ONUNDERLAYMENT ON ROOF SHEATHINGON ROOF FRAMING MEMBERS (ASNOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD OVERMOISTURE VAPOR RETARDER WITHINSULATION 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" FLOORSHEATHING ON FLOOR FRAMING ASNOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILING: 1/2" GYPSUMBOARD.D. CONCRETE SLAB CONSTRUCTION:4" CONCRETE SLAB OVER 6 MIL.POLYETHYLENE VAPOR BARRIER OVER4" MINIMUM GRANULAR FILL.9' -0" CLGOwners Bath9' -0" CLGW.I.C.5'-10"4'-0"3'-10 1/2"2'-10"3'-0"4040 FXTEMP.7'-9 1/2"9'-9"11311511736"x48"WPWP9' -0" CLGKitchen9' -0" CLGStudy9' -0" CLGFoyer9' -0" CLGBath 220685"3'-0"3'-4" 3 1/2"9' -0" CLGKitchen9' -0" CLGBedroom 39' -0" CLGBath 29' -0" CLGFoyer5068 SLD210685 1/4"3'-0"8 3/4"3'-9 1/2"7'-7"5'-9"3'-4" 3 1/2" 3'-10" 8" 3'-7 1/2" 9 1/2"11'-1 1/2"2'-4 1/2"122SD9' -0" CLGFamily4'-6"7'-0 1/2"4'-6"8"1211211351'-8"BASEMENT PLAN NOTES:* SEE BASEMENT PLAN SHEETS FORADDITIONAL INFORMATIONFLOOR PLAN NOTES:* SEE FLOOR PLAN SHEETS FORADDITIONAL INFORMATIONELECTRICAL NOTES :* SEE ELECTRICAL PLAN SHEETS FORADDITIONAL INFORMATIONELEVATION NOTES :* SEE ELEVATION SHEETS FORADDITIONAL INFORMATIONJOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:O'Brien Home Farm Single Family Downhill LotSouth Burlington, VT 05403A4.1.209/01/17OPT FLOOR PLANS172 Two BrothersSCALE:1/4" = 1'-0" (22x34)Opt Owners BathPartial Main Floor PlanSCALE:1/4" = 1'-0" (22x34)Opt StudyPartial Main Floor PlanSCALE:1/4" = 1'-0" (22x34)Opt Bedroom 3Partial Main Floor PlanSCALE:1/4" = 1'-0" (22x34)Opt Fireplace Built-InsPartial Main Floor PlanPlan OptionsDAISYREVISIONS
CONSTRUCTION ASSEMBLIES:T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANSA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES ONUNDERLAYMENT ON ROOF SHEATHINGON ROOF FRAMING MEMBERS (ASNOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD OVERMOISTURE VAPOR RETARDER WITHINSULATION 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" FLOORSHEATHING ON FLOOR FRAMING ASNOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILING: 1/2" GYPSUMBOARD.D. CONCRETE SLAB CONSTRUCTION:4" CONCRETE SLAB OVER 6 MIL.POLYETHYLENE VAPOR BARRIER OVER4" MINIMUM GRANULAR FILL.MAIN FLOORMAIN FLOORMAIN PLATET.O.F.BASEMENT FLOORBASEMENT FLOOR9'-1 1/8"11 1/2"8'-8"9'-1 1/8"15 EQUAL RISERS9'-7 1/2"7 3/4" MAX. RISERS 10" MIN. TREADSHANDRAIL3'-2" MAX.2'-10" MIN.MIN. CLEARANCE6'-8"14 TREADS @ 10" EA =11'-8"JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:O'Brien Home Farm Single Family Downhill LotSouth Burlington, VT 05403A5.109/01/17STAIR SECTIONS172 Two BrothersSCALE:1/4" = 1'-0" (22x34)Stair SectionDAISYREVISIONS
CONSTRUCTION ASSEMBLIES:T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANSA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES ONUNDERLAYMENT ON ROOF SHEATHINGON ROOF FRAMING MEMBERS (ASNOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD OVERMOISTURE VAPOR RETARDER WITHINSULATION 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" FLOORSHEATHING ON FLOOR FRAMING ASNOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILING: 1/2" GYPSUMBOARD.D. CONCRETE SLAB CONSTRUCTION:4" CONCRETE SLAB OVER 6 MIL.POLYETHYLENE VAPOR BARRIER OVER4" MINIMUM GRANULAR FILL.MAIN FLOORMAIN PLATET.O.F.BASEMENT FLOOR9'-1 1/8"11 1/2"8'-8"Owners SuiteOwners BathLaundry2 Car GarageUnfinished Basement6" 12"6" 12"HEEL1'-4"HEEL1'-4"ROOF TRUSSES @ 24" O.C.60'-0"CADB1MAIN FLOORMAIN PLATET.O.F.BASEMENT FLOOR9'-1 1/8"11 1/2"8'-8"CDB1Unfinished BasementDiningKitchenFlexFoyerBedroom 2AHEEL1'-4"6" 12"6" 12"4" 12"DORMER PLATE16'-4 1/2"HEEL1'-2"17'-0"49'-0"ROOF TRUSSES @ 24" O.C.66'-0"3" 12"StorageHEEL4"JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:O'Brien Home Farm Single Family Downhill LotSouth Burlington, VT 05403A6.1A09/01/17BUILDING SECTIONS-A172 Two BrothersSCALE:1/4" = 1'-0" (22x34)1Building SectionSCALE:1/4" = 1'-0" (22x34)2Building SectionElevation - ADAISYREVISIONS
334DTO FIXTURE ABOVESDCOFLUSHFLUSHFLUSHCERAMICCERAMICCERAMICCERAMICCERAMICCERAMICELECTRICAL 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 FIXTUREEBPCLED LIGHT FIXTURE WITH PULL CHAINFLUORESCENT 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 LOCALLYCERTIFIED SMOKE DETECTORS ASREQUIRED BY NATIONAL FIREPROTECTION ASSOCIATION (NFPA)AND MEETING THE REQUIREMENTSOF ALL GOVERNING CODES* PROVIDE AND INSTALL GROUNDFAULT CIRCUIT-INTERRUPTERS (GFI)AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.* ELECTRICAL CONTRACTOR TOPROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS.* HVAC CONTRACTOR TO VERIFYTHERMOSTAT LOCATIONS.* ALL ELECTRICAL AND MECHANICALEQUIPMENT (I.E. FURNACES, A/CUNITS, ELECTRICAL PANELS,SANITARY SUMP PITS, DRAIN TILESUMP, AND WATER HEATERS) ARESUBJECT TO RELOCATION DUE TOFIELD CONDITIONS.* ALL BRANCH CIRCUITS THATSUPPLY 125 VOLT 15 & 20 AMPRECEPTACLE OUTLETS INSTALLEDIN ANY HABITAL SPACE SHALL BEPROTECTED BY AN ARC FAULTCIRCUIT 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:E0.1A09/01/17BASEMENT ELECTRICALPLAN-AO'Brien Home Farm Single Family Downhill LotSouth Burlington, VT 05403172 Two BrothersElevation - ASCALE:1/4" = 1'-0" (22x34)Basement Electrical PlanDAISYREVISIONS
DW343333333343434DSDGFI220VGFITO SWITCHBELOW6" LED SURFACE LIGHT 220VMICROGFIGFIGFIGFICHANDELIERGFIGFISDSDCOSDCOWP/ GFIWPWPWPWP/ GFISEMI-FLUSHWP/ GFIGFIWP/ GFIGFI GFIWP/ GFITVTVGFITV6" LED SURFACE LIGHT 6" LED SURFACE LIGHT 6" LED SURFACE LIGHT 6" LED SURFACE LIGHT 6" LED SURFACE LIGHT GFIFLUSHFLUSHFLUSHFLUSHFLUSHFLUSHFLUSHCERAMICCERAMICCERAMICCERAMIC6" LED SURFACE LIGHT 6" LED SURFACE LIGHT 6" LED SURFACE LIGHT 6" LED SURFACE LIGHT PHOTOCELLFLUSH6" LED SURFACE LIGHT 6" LED SURFACE LIGHT 6" LED SURFACE LIGHT 6" LED SURFACE LIGHT 6" LED SURFACE LIGHT ELECTRICAL NOTES:* PROVIDE AND INSTALL LOCALLYCERTIFIED SMOKE DETECTORS ASREQUIRED BY NATIONAL FIREPROTECTION ASSOCIATION (NFPA)AND MEETING THE REQUIREMENTSOF ALL GOVERNING CODES* PROVIDE AND INSTALL GROUNDFAULT CIRCUIT-INTERRUPTERS (GFI)AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.* ELECTRICAL CONTRACTOR TOPROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS.* HVAC CONTRACTOR TO VERIFYTHERMOSTAT LOCATIONS.* ALL ELECTRICAL AND MECHANICALEQUIPMENT (I.E. FURNACES, A/CUNITS, ELECTRICAL PANELS,SANITARY SUMP PITS, DRAIN TILESUMP, AND WATER HEATERS) ARESUBJECT TO RELOCATION DUE TOFIELD CONDITIONS.* ALL BRANCH CIRCUITS THATSUPPLY 125 VOLT 15 & 20 AMPRECEPTACLE OUTLETS INSTALLEDIN ANY HABITAL SPACE SHALL BEPROTECTED BY AN ARC FAULTCIRCUIT 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 FIXTUREEBPCLED LIGHT FIXTURE WITH PULL CHAINFLUORESCENT 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:E1.1A09/01/17MAIN FLOOR ELECTRICALPLAN-AO'Brien Home Farm Single Family Downhill LotSouth Burlington, VT 05403172 Two BrothersElevation - ASCALE:1/4" = 1'-0" (22x34)Main Floor Electrical PlanDAISYREVISIONS
3334DSDSDCOGFITO SWITCH ABOVEFLUSHTVFLUSHFLUSHFLUSHCERAMICCERAMIC6" LED SURFACE6" LED SURFACE2-LIGHT VANITYCERAMICCERAMICCERAMICELECTRICAL 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 FIXTUREEBPCLED LIGHT FIXTURE WITH PULL CHAINFLUORESCENT 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 LOCALLYCERTIFIED SMOKE DETECTORS ASREQUIRED BY NATIONAL FIREPROTECTION ASSOCIATION (NFPA)AND MEETING THE REQUIREMENTSOF ALL GOVERNING CODES* PROVIDE AND INSTALL GROUNDFAULT CIRCUIT-INTERRUPTERS (GFI)AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.* ELECTRICAL CONTRACTOR TOPROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS.* HVAC CONTRACTOR TO VERIFYTHERMOSTAT LOCATIONS.* ALL ELECTRICAL AND MECHANICALEQUIPMENT (I.E. FURNACES, A/CUNITS, ELECTRICAL PANELS,SANITARY SUMP PITS, DRAIN TILESUMP, AND WATER HEATERS) ARESUBJECT TO RELOCATION DUE TOFIELD CONDITIONS.* ALL BRANCH CIRCUITS THATSUPPLY 125 VOLT 15 & 20 AMPRECEPTACLE OUTLETS INSTALLEDIN ANY HABITAL SPACE SHALL BEPROTECTED BY AN ARC FAULTCIRCUIT 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, VT 05403E4.1.109/01/17OPT FINISHED BASEMENTELECTRICAL PLAN172 Two BrothersOptional Finished BasementSCALE:1/4" = 1'-0" (22x34)Finished Basement Electrical PlanDAISYREVISIONS
2-2x10 P.T.DECK BEAMP.T. 2x10 DECK JOISTS16" O.C. ABOVE2-2x10FLUSH BEAM2-2x10FLUSHBEAM2-1 3/4" x 11 7/8" LVLDROPPED 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" LVLDROPPED BEAM2-1 3/4" x 11 7/8" LVLDROPPED BEAM2-1 3/4" x 9 1/4" LVLDROPPED BEAM3-2x4POST3-2x4POST3-2x4POST3-2x4POST3-2x4POST3-2x4POSTBEARING WALL7'-6" SOFFITCONSTRUCTION ASSEMBLIES:T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANSA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES ONUNDERLAYMENT ON ROOF SHEATHINGON ROOF FRAMING MEMBERS (ASNOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD OVERMOISTURE VAPOR RETARDER WITHINSULATION 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" FLOORSHEATHING ON FLOOR FRAMING ASNOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILING: 1/2" GYPSUMBOARD.D. CONCRETE SLAB CONSTRUCTION:4" CONCRETE SLAB OVER 6 MIL.POLYETHYLENE VAPOR BARRIER OVER4" MINIMUM GRANULAR FILL.GENERAL FRAMING PLAN NOTES:* PROVIDE PROVIDE MINIMUM 2-2x10HEADER OVER DOORS & WINDOWSUNLESS NOTED OTHERWISE.* PROVIDE THE FOLLOWING POSTSAT ENDS OF HEADERS (UNLESSNOTED 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 AT2x4 WALLS OR 2-2x6 POST AT 2x6WALLS AT ENDS OF GIRDERTRUSSES AND BEAMS UNLESSNOTED OTHERWISE.* SOLID BLOCK IN FLOOR FRAMINGBENEATH ALL POSTS TOFOUNDATION BELOW OR TO POSTIN WALL BELOW.* ANCHOR ROOF TRUSSES ANDRAFTERS WITH SIMPSON H2.5ANCHORS, TYPICAL.* SUPPORT OVERFRAMING ONFRAMING MEMBERS OR PROVIDESOLID BLOCKING.* PROVIDE DOUBLE JOISTS UNDERALL PARTITIONS PARALLEL TOJOISTS.* TRUSS MANUFACTURER SHALL SIZEMEMBERS, FASTENERS, HANGERS& SET SPACING FOR ALL TRUSSES.JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:S0.1A09/01/17MAIN FLOOR FRAMINGPLAN-AO'Brien Home Farm Single Family Downhill LotSouth Burlington, VT 05403172 Two BrothersDAISYElevation - ASCALE:1/4" = 1'-0" (22x34)Main Floor Framing PlanREVISIONS
DWDN2-1 3/4" x 7 1/4" LVLDROPPED BEAMROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.2-1 3/4" x 9 1/4" LVL2-1 3/4" x 9 1/4" LVL3-1 3/4" x 9 1/4" LVL3-1 3/4" x 14" LVLDROPPED BEAM3 1/2" x 5 1/4 " PSL3 1/2" x 5 1/4" PSLBEARING WALL3 - 1 3/4" x 9 1/4" LVL DROPPED BEAM3 1/2" x 7" PSL POSTPAD OUT TO 11 1/8"CONSTRUCTION ASSEMBLIES:T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANSA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES ONUNDERLAYMENT ON ROOF SHEATHINGON ROOF FRAMING MEMBERS (ASNOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD OVERMOISTURE VAPOR RETARDER WITHINSULATION 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" FLOORSHEATHING ON FLOOR FRAMING ASNOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILING: 1/2" GYPSUMBOARD.D. CONCRETE SLAB CONSTRUCTION:4" CONCRETE SLAB OVER 6 MIL.POLYETHYLENE VAPOR BARRIER OVER4" MINIMUM GRANULAR FILL.GENERAL FRAMING PLAN NOTES:* PROVIDE PROVIDE MINIMUM 2-2x10HEADER OVER DOORS & WINDOWSUNLESS NOTED OTHERWISE.* PROVIDE THE FOLLOWING POSTSAT ENDS OF HEADERS (UNLESSNOTED 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 AT2x4 WALLS OR 2-2x6 POST AT 2x6WALLS AT ENDS OF GIRDERTRUSSES AND BEAMS UNLESSNOTED OTHERWISE.* SOLID BLOCK IN FLOOR FRAMINGBENEATH ALL POSTS TOFOUNDATION BELOW OR TO POSTIN WALL BELOW.* ANCHOR ROOF TRUSSES ANDRAFTERS WITH SIMPSON H2.5ANCHORS, TYPICAL.* SUPPORT OVERFRAMING ONFRAMING MEMBERS OR PROVIDESOLID BLOCKING.* PROVIDE DOUBLE JOISTS UNDERALL PARTITIONS PARALLEL TOJOISTS.* TRUSS MANUFACTURER SHALL SIZEMEMBERS, FASTENERS, HANGERS& SET SPACING FOR ALL TRUSSES.JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:S1.1A09/01/17ROOF FRAMING PLAN-AO'Brien Home Farm Single Family Downhill LotSouth Burlington, VT 05403172 Two BrothersDAISYElevation - ASCALE:1/4" = 1'-0" (22x34)Roof Framing PlanREVISIONS
JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:AuthorDesignerCheckerAD.505/16/17CABINETSO'Brien Home Farm Single Family Downhill LotSouth Burlington, VT 05403172 Two BrothersREVISIONSDAISY