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HomeMy WebLinkAboutZP-24-080 - 0059-0069 Halcyon Lane 4/11/2024ZP-24-080 2, 704.8504/02/2024 SEQ NR duplex #SD-17-14 08/01/2017 04/11/2024 04/26/2024 04/10/2025 (Acting) Property Owners Name:Spear Meadows, Inc. Property Location:59-61 Halcyon Lane Amount:26,032.25 Payment Type:check #20472 Date:4/2/2024 Code Zoning Permit (New Residential)ZP-24-080 zp Recording fee 13.00$ plus 0 addition/alteration cost 5.00$ per $1,000 project cost -$ OR: plus 4333 0.45$ per sq. ft. 1,949.85$ plus 2710 0.20$ per sq. ft. 542.00$ plus 4 50.00$ per bay 200.00$ After-the fact of 50% [no NOV] or 100% [NOV] -$ Zoning Permit Total 2,704.85$ Sewer Allocation Fee*WWA-24-####204 0 g.p.d x 16.17$ -$ Bartlett Bay *Paid in full Airport Parkway Impact Fee Administrative Fee #248 per application $100.00 School Impact Fee #222S 2 Three Bedroom units 17,495.02$ Recreation Impact Fee #220 $1,665.08 /unit 3,330.16$ South Village Recreation Impact Fee #243 /unit -$ Road Impact Fee #221 $641.66 /unit 1,283.32$ Fire Impact Fee #203 /unit -$ Police Impact Fee #222 $496.45 /unit 992.90$ Dorset Street Waterline Fee #230 /unit -$ Sewer Connection Inspection WWC-24-24 ww 63.00$ per connection 126.00$ WWC-24-25 Total (Impact Fees + Permit) 26,032.25$ Planning & Zoning Invoice Residential Impact & Permit Fees garage bay(s) at Amount Due sq. ft building at sq. ft unfinished basement at ℄ A0.0 COVER SHEET AND SHEET INDEX HOUSING DESIGN MATTERS 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 ISSUE DATE:03/29/2024 DRAWN BY:ZJ PROJECT:SF21-137 REVISIONS: CHECKED BY:AR 03 / 2 9 / 2 0 2 4 - C O N S T R U C T I O N S E T TH E S N Y D E R S H E L B U R N E P R O P E R T I E S S M 3 6 & S M 3 7 S P E A R M E A D O W S 67 & 6 5 W I L L O U G H B Y L A N E 0 5 4 8 2 SH E L B U R N E , V E R M O N T 40 7 6 S h e l b u r n e R o a d , S u i t e 6 Sh e l b u r n e , V e r m o n t 0 5 4 8 2 P. 8 0 2 . 9 8 5 . 5 7 2 2 F . 8 0 2 . 4 9 7 . 0 7 0 1 ww w . S n y d e r H o m e s V T . c o m SHEET INDEX A0.0 COVER, INDEX, PROJECT INFORMATION A0.1 SITE PLAN A0.2 GENERAL NOTES A0.3 ACCESSIBILITY NOTES A0.4 WINDOW SCHEDULE AA1.1 PAIRED VILLA - FOUNDATION PLANS AA2.1 PAIRED VILLA - MAIN FLOOR PLANS AA2.2 PAIRED VILLA - UPPER FLOOR PLANS AA2.3 PAIRED VILLA - ROOF PLANS AA3.1 PAIRED VILLA - ELEVATIONS AA3.2 PAIRED VILLA - ELEVATIONS S1.1 PAIRED VILLA - MAIN FLOOR FRAMING PLAN S2.1 PAIRED VILLA - UPPER FLOOR FRAMING PLAN S2.2 PAIRED VILLA - ROOF FRAMING PLAN AU1.1 CABOT PLAN B - FOUNDATION PLAN AU2.1 CABOT PLAN B - MAIN FLOOR PLAN AU2.2 CABOT PLAN B - UPPER FLOOR PLAN AU3.1 CABOT PLAN B - ELEVATION AU5.1 CABOT PLAN B - BUILDING SECTION AU5.2 CABOT PLAN B - BUILDING & STAIR SECTION EU1.0 CABOT PLAN B - ELECTRICAL NOTES EU1.1 CABOT PLAN B - UNFN. BASEMENT ELEC. PLAN EU2.1 CABOT PLAN B - MAIN FLOOR ELECTRICAL PLAN EU2.2 CABOT PLAN B - UPPER FLOOR ELECTRICAL PLAN AU1.1 CABOT PLAN A - FOUNDATION PLAN AU2.1 CABOT PLAN A - MAIN FLOOR PLAN AU2.2 CABOT PLAN A - UPPER FLOOR PLAN AU3.1 CABOT PLAN A - ELEVATION AU5.1 CABOT PLAN A - BUILDING SECTION AU5.2 CABOT PLAN A - BLDG & STAIR SECTION EU1.0 CABOT PLAN A - ELECTRICAL NOTES EU1.1 CABOT PLAN A - UNFN. BASEMENT ELEC. PLAN EU2.1 CABOT PLAN A - MAIN FLOOR ELEC. PLAN EU2.2 CABOT PLAN A - UPPER FLOOR ELEC. PLAN AW.1 FIRE WALL DETAILS AW.2 WALL SECTIONS AD.1 DETAILS AD.2 FOUNDATION DETAILS LOT SM36 - SM37 SM36: 59 HALCYON LANE, SOUTH BURLINGTON, VT 05403 SM37: 61 HALCYON LANE, SOUTH BURLINGTON, VT 05403 S P E A R M E A D O W S P A I R E D V I L L A S O U T H B U R L I N G T O N , V E R M O N T Project: Kwiniaska Ridge Townhomes Project Location:Shelburne, VT 05482 Product Type:Townhomes/Duplexes Applicable Codes Vermont Fire & Building Safety Code, 2015 NFPA Life Safety Code (NFPA 101), 2015, as amended Uniform Fire Code (NFPA 1), 2015, as amended International Building Code (IBC), 2015 as amended Vermont Residential Building Energy Standards (RBES), 2020 Vermont Electrical Safety Rules, 2020 Vermont Plumbing Rules, 2018 Vermont Access Rules, 2012 Code Information Use Group: R-3 (IBC Section 310.4) Occupancy Classification: Two-Family Dwelling (NFPA 101) Construction Type:5B (IBC Table 601) Allowable Area:7,000 s.f. (IBC Table 506.2) Actual Area:4,264 s.f. Allowable Stories:2 Stories (IBC Table 504.4) 40 Feet (IBC Table 504.3) Actual Height:2 Stories, 24' - 9 9/16" Dwelling Unit Separation: NFPA 101 amended, 24.6 1 HR fire resistance rating dwelling unit separation in accordance with 30.3.7 Delete and replaced section 30.3.5.1 - Amended - Sprinklers not required with variance - Constructed per guidelines of 2015 NFPA 101 Section 30.3.5.1, each unit exit door opens directly to ground level. Means of Escape: Section 30.2.1.2 - Per Section 24.2.2.1.1 - Every sleeping/living room shall have one primary means of egress and one secondary mean of escape Stairs: (Section 101:24.2.5.7 as amended) 36" min width, 7 3/4" max. risers, 10" min. tread depth, 42" guard rails at floor openings, 34"-38" handrail height. Clothes dryers shall be installed per NFPA 211, 2013, Section 10.7.3 through 10.7.13, termination at exterior of building, not permitted in dwelling separation wall. Fire Extinguishers per NFPA 1, Min. rating of 2.5 dry chemical fire extinguisher in each unit. Building Address placed legible from street, numbers in contrasting color to background. Accessibility: All units shall be visitable per ACT 88. Visitability is defined as having "36" wide entry door, all interior doors min. 34" wide, openings min., 32" wide, Ramped or beveled thresholds. 36" wide hallways, environmental controls within 15" - 48" AFF, blocking in all bathrooms to allow for grab bar installation at all toilet, tubs, and showers. A0.1 SITE PLAN HOUSING DESIGN MATTERS 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 ISSUE DATE:03/29/2024 DRAWN BY:ZJ PROJECT:SF21-137 REVISIONS: CHECKED BY:AR 03 / 2 9 / 2 0 2 4 - C O N S T R U C T I O N S E T TH E S N Y D E R S H E L B U R N E P R O P E R T I E S S M 3 6 & S M 3 7 S P E A R M E A D O W S 67 & 6 5 W I L L O U G H B Y L A N E 0 5 4 8 2 SH E L B U R N E , V E R M O N T 40 7 6 S h e l b u r n e R o a d , S u i t e 6 Sh e l b u r n e , V e r m o n t 0 5 4 8 2 P. 8 0 2 . 9 8 5 . 5 7 2 2 F . 8 0 2 . 4 9 7 . 0 7 0 1 ww w . S n y d e r H o m e s V T . c o m A0.2 GENERAL NOTES HOUSING DESIGN MATTERS 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 ISSUE DATE:03/29/2024 DRAWN BY:ZJ PROJECT:SF21-137 REVISIONS: CHECKED BY:AR 03 / 2 9 / 2 0 2 4 - C O N S T R U C T I O N S E T TH E S N Y D E R S H E L B U R N E P R O P E R T I E S S M 3 6 & S M 3 7 S P E A R M E A D O W S 67 & 6 5 W I L L O U G H B Y L A N E 0 5 4 8 2 SH E L B U R N E , V E R M O N T 40 7 6 S h e l b u r n e R o a d , S u i t e 6 Sh e l b u r n e , V e r m o n t 0 5 4 8 2 P. 8 0 2 . 9 8 5 . 5 7 2 2 F . 8 0 2 . 4 9 7 . 0 7 0 1 ww w . S n y d e r H o m e s V T . c o m I. GENERAL REQUIREMENTS A.Project location: Kwiniaska Ridge, Shelburne, Vermont B.Codes B.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. 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.Gravity loads F.1.1.Floor Live loads.Decks:60 psf Sleeping rooms:30 psf Accessible attics:20 psf Inaccessible attics:10 psfAll other areas:40 psf F.1.2.Roof live loads (basic snow load plus provisions for unbalanced, drifting and sliding snow) Ground snow load: 40 psfCt = 1.1 Cs = 1.0 Ce = B = 1.0 F.2.Lateral loads: F.2.1.Wind: 90 mph (3 second gust); Exposure C F.2.2.Seismic: Category C F.3.Soils: If soils do not meet any of the following minimum requirements, theArchitect shall be notified and the foundation/footing design and foundation water/moisture control may be required to be revised accordingly. F.3.1.Soil Pressure: 3000 psf (minimum) F.3.2.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). F.3.3.Maximum Lateral Soil Load: 30 psf per foot of depth (maximum). F.3.4.Frost depth: 4'-0" minimum. a) Bottom of all footings shall be located below frost line. F.3.5.Foundation walls shall NOT be subject to hydrostatic pressure from groundwater. F.3.6.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. F.4.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. SITEWORK A.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.Backfill material at foundation walls shall be clean sand or gravel. III. CONCRETE A.Provide reinforcement of the size and spacing shown on Drawings. Reinforcingshall comply with the following as minimums: A.1.Bars: ASTM A615, grade 60, deformed bars. A.1.1.Overlap bars 24" minimum. A.1.2.Clearance of reinforcing bars from concrete surface shall be: 1) Unformed face in contact with earth: 3" minimum. 2) Unformed slabs in contact with earth: 1-1/2" minimum. 3) Formed face in contact with earth: 2" minimum. 4) Formed face in exposed to weather: 1-1/2" 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: 2500 psi. B.2.Concrete walls: 2500 psi. B.3.Interior slabs: 2500 psi (conditioned space). B.4.Exterior slabs: 3000 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 as follows. C.2.1.Interior slabs: none. C.2.2.Exterior slabs: 6x6-WI.4xWI.4WWF placed between mid-depth of slab and 2" from top surface of slab for slabs 4" and greater in thickness. Lap sides and ends 12". 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 requiredsteel 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 withgoverning 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. E.Expansion and control joints: E.1.Provide expansion joints as specified by Builder.Control joints - provide deep score control joints as follows: E.1.1.Garage: Mid points of garage slab, both directions. E.1.2.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 (32" o.c. maximum). 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. MASONRY A.Brick Veneer A.1.Provide modular size brick veneer units complying with ASTM C67 and ASTM C216, Grade SW. Brick type shall be specified by Builder. A.2.Provide mortar type "N" in accordance with ASTM C270. B.Reinforcement shall comply with the following as minimum standards: B.1.Bars: ASTM A615, grade 40, deformed bars. Overlap bars 24" minimum. B.2.Wire joint reinforcement: ASTM A82, galvanized. V. METALS A.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 Columns B.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.Prefabricated concrete-filled steel columns shall be Dean Lightweight Column manufactured by Dean Column Company and shall meet or exceed the following standards: C.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". C.2.Adjustable columns shall be 312" O.D. C.3.Adjustable columns shall be installed in accordance with manufacturer'sspecifications 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.Column bearing plates D.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 beconnected 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. D.2.Top bearing plate shall be one of the following: D.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. D.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. E.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. F.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 PLASTICS A.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.org A.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.com American 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 asspecified 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 better Fb: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 (2x4 and 2x6): Studs 10' in length and under: Spruce-Pine-Fir (South) stud grade Studs over 10' in length: Spruce-Pine-Fir (South) No. 2 and better. B.3.Solid wood posts (4x4 and larger): Douglas Fir No. 1 and better B.4.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: Providemanufactured/engineered lumber with the following minimum design values. D.1.Laminated Veneer Lumber (LVL) headers and beams G:118,750 psi (shear modulus of elasticity) E:1,900,000 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) Fc-par:2,510 psi (compression parallel to grain) Fv:285 psi (horiz. shear perp. to glue line) D.2.Parallel Strand Lumber (PSL) headers and beams G:125,000 psi (shear modulus of elasticity) E:2,000,000 psi (modulus of elasticity) Fb:2,900 psi (flexural stress (for 12" depth) Ft:2,025 psi (tension stress) Fc-perp:750 psi (compression perpendicular to grain) Fc-par:2,900 psi (compression parallel to grain) Fv:290 psi (horiz. shear perp. to wide face of strands) D.3.Laminated Strand Lumber (LSL) headers and beams G:106,250psi (shear modulus of elasticity) E:1,700,000 psi (modulus of elasticity) Fb:2,600 psi (flexural stress (for 12" depth) Ft:1,825 psi (tension stress) Fc-perp:880 psi (compression perpendicular to grain) Fc-par:2,380 psi (compression parallel to grain) Fv:400 psi (horiz. shear perp. to wide face of strands) D.4.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 E:1,800000 psi (modulus of elasticity)Fb:2,400 psi (flexural stress for 12" depth) Fc-par:2,500 psi (compression parallel to grain) 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: 5/8" APA RATED SHEATHING EXP 1, 40/20 span rating minimum. G.2.Floor Sheathing: 3/4" T&G APA RATED STURD-I-FLOOR EXP 1, 24oc span rating minimum (glue & screw to floor framing members). G.3.Exterior Wall Sheathing: G.3.1.Typical: Exterior walls shall be continuously sheathed with Zip Wall Sheathing (R-6 on living space walls). Attach sheathing to studs per details on page 5.3. All seams should be taped and rolled. G.3.2.Fire-rated walls: 5/8" type "X" gypsum sheathing panels. Install sheathing vertically to studs with 6d cement coated nails 1 78" long 0.0915" shank diameter & 1564" diameter head, 7" o.c. edge spacingand 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 or 2x6 studs, 24" o.c. maximum. Over 12' in height:2x6 studs, 16" 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:2x8 studs, 16" o.c. maximum,No. 2 grade or better. J.3.Interior non-bearing walls: 12' in height & under:2 x 4 studs, 24" 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 toboth top plates of wall with Simpson H1, H2A, H2.5A H2.5T or H10 Tie (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 andinstalled over foam sill sealer. N.Interior trim shall be selected by Builder. O.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. P.All exterior framing and decking shall be constructed of decay-resistant lumber. VII. THERMAL AND MOISTURE PROTECTION A.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: rigid foam, R-15 min. A.2.Foundation walls: Below grade foundation wall: 3.25" extruded polystyrene, R-20 A.3.Exterior frame wall:2x6: glass fiber, R-21, w/R-5 Rigid Insulation min A.4.Roof/Ceiling: A.4.1.Vented attic and rafter areas Attic areas: glass fiber, blown, R-60 Vaulted rafter areas: glass fiber, batts, R-49 A.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 walls: Install approved moisture vapor retarder (as specified by Builder) as required by governing codes. C.Water-resistive barrier: included in Zip Wall Sheathing assembly,.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 brick veneer.F.Flashing: F.1.Provide and install flashing and sheet metal 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.Roof/wall intersections. F.1.2.Roof penetrations such as skylights, roof vents, flues, etc. F.1.3.Roof crickets and saddles.F.1.4.Door and window head trim. F.1.5.Horizontal band boards. F.1.6.Deck to house connections. F.1.7.Masonry sills and caps. F.1.8.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 withpertinent recommendations contained in current edition of "Architectural Sheet Metal Manual" published by SMACNA. All iron sheet metal flashing shall be hot-dip galvanized complying with ASTM A653/A653M.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 asshown 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 shownon Drawings and as specified by Builder using perforated drainage pipe. 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 anddischarge 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 138" thick; solid or honeycomb core steel door not less than 138" thick; or 20-minute fire-rated door. Door to have self closing hinges and self latch. 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.1.7.See drawing for location of fire rated wall and section VI. G3.2 for attachment. 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 as required by governing codes. B.1.4.Provide and install emergency egress units as required by governing codes. C.Finish hardware shall be specified by Builder. Install all hardware requiredby governing codes. IX. FINISHES A.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: a) Provide 2-layers 5/8" type "X" panels to entire garage ceiling. b) Provide 1-layer 5/8" type "X" panels to garage face of 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: see Drawings for construction of assemblies. A.2.Provide metal corner bead and trim at all locations shown on Drawings and 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. SPECIALTIES A.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 guards C.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 42 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. EQUIPMENT A.None in this contract. XII. FURNISHINGS A.None in this contract. XIII. SPECIAL CONSTRUCTION A.None in this contract. XIV. CONVEYING SYSTEMS A.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 commonconstruction 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 shownon 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 toexterior 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 E2121. XVI. ELECTRICAL A.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 (Verify with Builder). C.Ground-fault and arc-fault circuit-interruption protection.C.1.Provide and install ground-fault circuit-interrupters (GFI/GFCI) and arc-fault circuit-interrupter devices meeting the requirements of all governing codes. C.2.Provide ground-fault circuit-interrupters at all receptacles installed at outdoor, kitchen, bath, laundry and garage locations. C.3.Provide combination type arc-fault circuit-interrupter devices for all branch circuits meeting the requirements of all governing codes. D.Smoke detectors and carbon monoxide detectors. D.1.Provide and install locally 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 asshown on the Drawings. D.4.Carbon monoxide detectors or combination smoke / carbon monoxide detectors shall be installed in the immediate vicinity outside of the bedrooms and as shown on the Drawings. E.Recessed incandescent light fixtures located in insulated areas shall be approved for zero-clearance insulation cover (IC). 03B11202 - 2012.07.13 PROVIDE CONT. 2X8 BLOCKING AT LOCATION SHOWN BELOW FOR ALL TOILETS AND ALL TUBS ON ALL FLOORS. PROVIDE CONT. 2X8 BLOCKING ROUND PERIMETER OF TUB (3) SIDESTOP OF BLOCKING 40" A.F.FL. ALL UNITS: - PROVIDE AT LEAST (1) 36" WIDE EXTERIOR ENTRY DOOR.- ALL PASS-THRU DOORS TO BE 34" WIDE MIN CLEAR. - CASED OPENINGS MIN. 32" WIDE ELECTRICAL LIGHT SWITCHES, OUTLETS, ENVIRONMENTALCONTROLS, THERMOSTATES TO BE LOCATED WITHIN 15" TO 48" OFF THE FLOOR. - THRESHOLDS TO BE LEVEL, RAMPED OR BEVELED INTERIOR HALLWAYS TO BE AT LEAST 36" WIDE VERMONT ACCESSIBILITY STANDARDS FOR RESIDENTIAL UNITS TO P O F B L K ' G 40 " A . F . F L . LENGTH OF BLK'G 58" 36 " G R A B B A R 15 " - 1 9 " 6"36" MIN.12"42" MIN. 36" 20 " TOILET PAPER DISP. GRAB BAR FUTURE LOCATION 40 " A . F . F L . TO P O F B L K ' G SE A T LENGTH OF BLK'G 46" SURFACE MOUNTED BLOCKING FOR GRAB BARS @ TOILETS NOTE: - CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TOCONSTRUCTION. - ALL DIMENSIONS ARE TO ROUGH FRAME UNLESS OTHERWISE NOTED. - PROVIDE BLOCKING AT ALL KITCHEN & BATH CABINETS, TOWELBAR, TOILET PAPER DISPENSERS, HANDRAIL BRACKETS, ETC. - CLOTHES DRYER VENTS TO BE EXHAUSTED PER MANUFACTURERSRECOMMENDATIONS, VENTS THAT PENETRATE RATED WALLS. FLOORS, DRAFTSTOPPING SHALL BE INSTALLED PER INTERNATIONAL MECH. CODE, SECTION 504.1-504.6 CONTROL WALL HEAD WALL SEAT BACK WALL 38 " M I N . 6" 6" REINFORCEDAREA 6" 32" MIN. 38 " M I N . 48 " M I N . 38 " M I N . 32 " M A X . 24" REINFORCED AREA BLOCKING FOR GRAB BARS @ TUB 54 " 10" BOTH SIDESBACK WALL 38 " M I N . BLK'G FULL WIDTH REINFORCED AREA FULL WIDTH 38 " M I N . BLOCKING FOR GRAB BARS @ SHOWERS 32 " - 3 0 " 32 " - 3 0 " HAND HELD SHR HAND HELD SHR 33 " - 3 6 " G R A B BA R H E I G H T 18" 18" 6"48" MIN. A0.3 ACCESSIBILITY NOTES HOUSING DESIGN MATTERS 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 ISSUE DATE:03/29/2024 DRAWN BY:ZJ PROJECT:SF21-137 REVISIONS: CHECKED BY:AR 03 / 2 9 / 2 0 2 4 - C O N S T R U C T I O N S E T TH E S N Y D E R S H E L B U R N E P R O P E R T I E S S M 3 6 & S M 3 7 S P E A R M E A D O W S 67 & 6 5 W I L L O U G H B Y L A N E 0 5 4 8 2 SH E L B U R N E , V E R M O N T 40 7 6 S h e l b u r n e R o a d , S u i t e 6 Sh e l b u r n e , V e r m o n t 0 5 4 8 2 P. 8 0 2 . 9 8 5 . 5 7 2 2 F . 8 0 2 . 4 9 7 . 0 7 0 1 ww w . S n y d e r H o m e s V T . c o m A0.4 WINDOW SCHEDULE HOUSING DESIGN MATTERS 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 ISSUE DATE:03/29/2024 DRAWN BY:ZJ PROJECT:SF21-137 REVISIONS: CHECKED BY:AR 03 / 2 9 / 2 0 2 4 - C O N S T R U C T I O N S E T TH E S N Y D E R S H E L B U R N E P R O P E R T I E S S M 3 6 & S M 3 7 S P E A R M E A D O W S 67 & 6 5 W I L L O U G H B Y L A N E 0 5 4 8 2 SH E L B U R N E , V E R M O N T 40 7 6 S h e l b u r n e R o a d , S u i t e 6 Sh e l b u r n e , V e r m o n t 0 5 4 8 2 P. 8 0 2 . 9 8 5 . 5 7 2 2 F . 8 0 2 . 4 9 7 . 0 7 0 1 ww w . S n y d e r H o m e s V T . c o m WINDOW SCHEDULE - BUILDING TYPE 5 ID TYPE ROUGH OPENING MANUFACTURER GRILLS EXT JAMBS EXT COLOR INT COLOR TRIM REMARKS CABOT - B QTY (SM36) CABOT - A QTY (SM37) (3) 3060 DH (3W) DOUBLE-HUNG (E)10714" x 7214"PELLA LIFESTYLE 2:2 7-9/16"BLACK WHITE NFO -- (3) 3054 DH (3W) DOUBLE-HUNG (E)10714" x 6614"PELLA LIFESTYLE 2:2 7-9/16"BLACK WHITE NFO -- (2) 3060 DH (2W) DOUBLE HUNG (E)71-34" x 7214"PELLA LIFESTYLE 2:2 7-9/16"BLACK WHITE NFO 3 3 (2) 3054 DH (2W) DOUBLE HUNG (E)71-34" x 6614"PELLA LIFESTYLE 2:2 7-9/16"BLACK WHITE NFO 2 1 3060 DH DOUBLE HUNG (E)3614" x 7214"PELLA LIFESTYLE 2:2 7-9/16"BLACK WHITE NFO 3 3 3060 DH (T)DOUBLE HUNG (E)3614" x 7214"PELLA LIFESTYLE 2:2 7-9/16"BLACK WHITE NFO (TEMPERED GLASS)1 1 3054 DH DOUBLE HUNG (E)3614" x 6614"PELLA LIFESTYLE 2:2 7-9/16"BLACK WHITE NFO 3 5 3040 DH DOUBLE HUNG 3614" x 4814"PELLA LIFESTYLE 2:2 7-9/16"BLACK WHITE NFO -- 2040 DH DOUBLE HUNG 2814" x 4814"PELLA LIFESTYLE 2:2 7-9/16"BLACK WHITE NFO 1 1 2020 FX FIXED 28-14" x 2358"PELLA LIFESTYLE ●7-9/16"BLACK WHITE NFO -- (3) 2636 C-FX-C CASEMENT - FIXED - CASEMENT 8734" x 4134"PELLA LIFESTYLE ●7-9/16"BLACK WHITE NFO -- 6020 FX FIXED 7234" x 2434"PELLA LIFESTYLE ●7-9/16"BLACK WHITE NFO -- 4636 SLD SLIDER 54" x 42"PELLA LIFESTYLE ●7-9/16"BLACK WHITE NFO 2 2 EXTERIOR DOOR SCHEDULE ID#DOOR SIZE TYPE ROUGH OPENING MANUFACTURER STYLE MODEL GRILLS EXT JAMBS REMARKS CABOT B QTY (SM36) CABOT A QTY (SM37) 3068 ENTRY W/18" TRANSOM 3'-0" x 6'-8"2-PANEL, 4 LITE W/18" TRANSOM 3838 x 10212"THERMA-TRU SMOOTH STAR CRAFTSMAN S4814 ●●7 916 JAMBS 1 1 3068 W/18" TRANSOM 3'-0" x 6'-8"8 LITE W/18" TRANSOM 3838 x 10212"THERMA-TRU SMOOTH-STAR S1207-SDL ●●7 9 16 JAMBS 1 1 3068 3'-0" x 6'-8"6-PANEL, STEEL INSULATED, FIRE RATED, SELF CLOSE HINGES 3838" x 8212"THERMA-TRU TRADITIONS TS210 ●7 9 16 JAMBS 1 1 (2 ) V E N T S DU C T S D R O P FR O M J O I S T B A Y S (2 ) V E N T S (2 ) V E N T S (2 ) V E N T S BA T H F A N VE N T 53 ' - 2 " 19'-11"11'-2"3'-11" 61 ' - 1 " UNIT SLAB SEE FOUNDATION NOTES FOR MORE INFORMATION PORCH SLAB SEE FOUNDATION NOTES FOR MORE INFORMATION 7' - 1 1 " 5' - 0 " 70'-2" GARAGE SLAB SEE FOUNDATION NOTES FOR MORE INFORMATION 4'- 1 1 " AD.2 2 AD.2 3 AD.2 4 AD.2 6 AD.2 7 AD.2 8 CABOT PLAN A (MIRRORED) CABOT PLAN B 18'-10"16'-2" 53 ' - 2 " 20'-1"11'-2"3'-11" 61 ' - 1 " UNIT SLAB SEE FOUNDATION NOTES FOR MORE INFORMATION PORCH SLAB SEE FOUNDATION NOTES FOR MORE INFORMATION 7' - 1 1 " 5' - 0 " ℄ 1'- 0 " GARAGE SLAB SEE FOUNDATION NOTES FOR MORE INFORMATION 4'- 1 1 " AD.2 2 AD.2 3 AD.2 4 AD.2 5 AD.2 6 AD.2 7 AD.2 8 19'-0"16'-2" AD.2 5 34'-11"35'-3" 1'- 0 " 1" 2" HW HW GARDEN WALL GA R D E N W A L L 6' - 0 " 6' - 0 " GA R D E N W A L L AA1.1 ASSEMBLY FOUNDATION PLAN 1 ASSEMBLY FOUNDATION PLANBUILDING TYPE 5 - 2 UNIT SCALE: 1/8" = 1'-0" HOUSING DESIGN MATTERS 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 ISSUE DATE:03/29/2024 DRAWN BY:ZJ PROJECT:SF21-137 REVISIONS: CHECKED BY:AR 03 / 2 9 / 2 0 2 4 - C O N S T R U C T I O N S E T TH E S N Y D E R S H E L B U R N E P R O P E R T I E S S M 3 6 & S M 3 7 S P E A R M E A D O W S 67 & 6 5 W I L L O U G H B Y L A N E 0 5 4 8 2 SH E L B U R N E , V E R M O N T 40 7 6 S h e l b u r n e R o a d , S u i t e 6 Sh e l b u r n e , V e r m o n t 0 5 4 8 2 P. 8 0 2 . 9 8 5 . 5 7 2 2 F . 8 0 2 . 4 9 7 . 0 7 0 1 ww w . S n y d e r H o m e s V T . c o m PAIRED VILLA FOUNDATION NOTES TYPICAL UNIT SLAB: * 4" CONCRETE SLAB OVER 6 MIL POLY VAPOR BARRIER ON 4"MIN. COMPACTED GRAVEL FILL OVER COMPACTED EARTH. TYPICAL GARAGE SLAB: * 5" CONCRETE SLAB WITH 6 x 6-W1.4xW1.4W.W.F. OVER 6 MIL POLY VAPOR BARRIER OVER 5" MIN. COMPACTED GRAVEL FILL OVER COMPACTED EARTH. TYPICAL PORCH SLAB: * 4" CONCRETE SLAB WITH #5 REBAR @ 24" O.C. EACH WAY OVER 4" COMPACTED GRAVEL FILL OR COMPACTED EARTH. * PROVIDE DRY CLAY BACKFILL UNDER PORCH SLABS (UNEXCAVATED LOCATIONS). GENERAL: * CONTROL JOINTS TO CONSIST OF "ZIP STRIP" OR TOOLED JOINTS AS SHOWN WITH MINIMUM DEPTH OF 1/4 OF SLAB THICKNESS. * ALL ANGLED WALLS AND FOOTINGS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * SLOPE CONCRETE SLAB TO FLOOR DRAINS WITHIN 5'-0" OF DRAIN. * MECH. TRADES RESPONSIBLE FOR PROVIDING AND LOCATING FOUNDATION SLEEVES. LOCATION OF SLEEVES FOR UTILITIES SHALL BE DETERMINED BY OWNER OR OWNER'S AGENT PRIOR TO CONSTRUCTION IN ACCORDANCE WITH LOCAL CODES. * ALL CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS AND/ OR SOLID BLOCKING. * TOP OF FOUNDATION VARIES, REFER TO FOUNDATION SECTIONS AND PLANS. * PROVIDE STEEL ANCHOR BOLTS IN FOUNDATION WALL WITH SILL PLATE. SEE WALL SECTIONS FOR SIZE AND SPACINGS. * PROVIDE MIN. 4" CONCRETE COVER AT BELOW SLAB UTILITY LOCATIONS. WHEN CONCRETE ENCASEMENT OF UTILITY LINES IS REQUIRED. UTILITIES SHALL BE PLACED SUFFICIENTLY BELOW SLAB TO MAINTAIN PROPER CONCRETE COVERAGE. * PROVIDE ALL MECH. ROUGH-INS WHEN A/C PAD LOCATION WARRANTS PENETRATION OF POURED CONCRETE SLAB FOR HOOK-UPS TO HVAC EQUIPMENT. * FIELD VERIFY LOCATIONS OF ALL METERS, PLUMBING FIXTURES, ELECTRICAL PANEL, SERVICE LINES, SUMP PITS AND APPLIANCES PRIOR TO PLACING CONCRETE POURED SLAB. * THE CONCRETE AND ELECTRICAL CONTRACTORS SHALL COORDINATE AND PROVIDE GROUNDING ELECTRODES PER CODE. * ALL DESIGN, REVISIONS, ENGINEERING, INSTALLATION AND LIABILITY OF SOIL CONDITIONS AND STRUCTURAL DESIGNS DUE TO INADEQUATE SOILS SHALL BE THE RESPONSIBILITY OF THE "BUILDER-DEVELOPER" OR IT'S SUBCONTRACTORS INVOLVED WITH DESIGN AND INSTALLATION OF SUCH; AND THE ARCHITECT SHALL NOT BE HELD LIABLE OR RESPONSIBLE FOR THEIR IMPLEMENTATIONS. * LOCATION OF AIR CONDITIONER SHALL BE DETERMINED BY OWNER OR OWNER'S AGENT PRIOR TO CONSTRUCTION IN ACCORDANCE WITH LOCAL CODES. * WASTE PIPE SHALL BE HEAVY WALL CAST IRON AT POINT OF ENTRY INTO BASEMENT. * BACKFILL SHALL NOT BE PLACED AGAINST FOUNDATION WALL UNTIL WALL HAS SUFFICIENT STRENGTH AND HAS BEEN SUFFICIENTLY BRACED AS TO PREVENT DAMAGE BY THE BACKFILL. * ALL FORM TIES SHALL BE REMOVED FROM THE INSIDE AND OUTSIDE OF ALL FOUNDATION WALLS AND VOIDS SHALL BE FILLED WITH SUITABLE CONCRETE MORTAR MATERIAL. TO E K I C K 53 ' - 0 " 8' - 0 " 19'-11" 11'-0"4'-0" 70'-0" 69 ' - 0 " CABOT PLAN A (MIRRORED) DWELLING SEPARATION WALL CONTINUES FROM BASEMENT TO UNDERSIDE OF ROOF SHEATHING 8' - 0 " 5'- 0 " 34'-11" 53 ' - 0 " 8' - 0 " 20'-1"11'-0"4'-0" 69 ' - 0 " ℄ CABOT PLAN B 8' - 0 " 5'- 0 " AW.1 2 35'-1" 1' - 0 " AW.1 4 SIM 34'-11"35'-1" 1'- 0 " 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AA2.1 ASSEMBLY MAIN FLOOR PLAN 1 ASSEMBLY MAIN FLOOR PLANBUILDING TYPE 5 - 2 UNIT SCALE: 1/8" = 1'-0" HOUSING DESIGN MATTERS 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 ISSUE DATE:03/29/2024 DRAWN BY:ZJ PROJECT:SF21-137 REVISIONS: CHECKED BY:AR 03 / 2 9 / 2 0 2 4 - C O N S T R U C T I O N S E T TH E S N Y D E R S H E L B U R N E P R O P E R T I E S S M 3 6 & S M 3 7 S P E A R M E A D O W S 67 & 6 5 W I L L O U G H B Y L A N E 0 5 4 8 2 SH E L B U R N E , V E R M O N T 40 7 6 S h e l b u r n e R o a d , S u i t e 6 Sh e l b u r n e , V e r m o n t 0 5 4 8 2 P. 8 0 2 . 9 8 5 . 5 7 2 2 F . 8 0 2 . 4 9 7 . 0 7 0 1 ww w . S n y d e r H o m e s V T . c o m PAIRED VILLA 2' - 0 " 25 ' - 9 1 / 2 " 7'- 0 " 18'-10"16'-1"19'-1" 1' - 0 " AW.1 1 AW.1 3 AW.1 4 34'-11"35'-1" CABOT PLAN A (MIRRORED) CABOT PLAN B 16'-0" 24 ' - 9 12" 1'- 0 " DWELLING SEPARATION WALL CONTINUES FROM BASEMENT TO UNDERSIDE OF ROOF SHEATHING 1 1 1 1 1 1 1 1 1 1 1 70'-0" ℄35'-1"34'-11" 1'- 0 " 1 AA2.2 ASSEMBLY UPPER FLOOR PLAN 1 ASSEMBLY UPPER FLOOR PLANBUILDING TYPE 5 - 2 UNIT SCALE: 1/8" = 1'-0" HOUSING DESIGN MATTERS 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 ISSUE DATE:03/29/2024 DRAWN BY:ZJ PROJECT:SF21-137 REVISIONS: CHECKED BY:AR 03 / 2 9 / 2 0 2 4 - C O N S T R U C T I O N S E T TH E S N Y D E R S H E L B U R N E P R O P E R T I E S S M 3 6 & S M 3 7 S P E A R M E A D O W S 67 & 6 5 W I L L O U G H B Y L A N E 0 5 4 8 2 SH E L B U R N E , V E R M O N T 40 7 6 S h e l b u r n e R o a d , S u i t e 6 Sh e l b u r n e , V e r m o n t 0 5 4 8 2 P. 8 0 2 . 9 8 5 . 5 7 2 2 F . 8 0 2 . 4 9 7 . 0 7 0 1 ww w . S n y d e r H o m e s V T . c o m PAIRED VILLA CABOT PLAN A (MIRRORED) SL P 7: 1 2 SL P 3:1 2 SL P 7: 1 2 1'-1" TYP. EAVE INDICATES ROOF OVERBUILD, TYPICAL AS SHOWN H I P INDICATES ICE AND WATER SHIELD. PROVIDE IN ALL VALLEYS 1'-6" EACH SIDE (TOTAL 3'-0") AND EAVES MIN. 6'-0" (TYP.) 3'-0" AT UNHEATED EAVES ATTIC VENTILATION SCHEDULE AREA ATTIC AREA (SQ FT) TOTAL NET FREE VENTED AREA REQ. (1/300) (SQ IN) LOWER - SOFFIT (SQ IN / LF)UPPER - RIDGE & POD (SQ IN / LF) REQ*PROVIDED **LINEAR FT REQ*PROVIDED ***LINEAR FT PROVIDED ****COUNT REMAINING REQUIRED 40% (MIN.)50% (MAX.) CABOT A 1874 900 450 540 476 40 360 450 375 30 0 0 CABOT B 1874 900 450 540 476 40 360 450 400 32 0 0 SLP 6:12 SLP 8:12 ℄ CABOT PLAN B SL P 7: 1 2 SLP 8:12 SL P 7: 1 2 SL P 3: 1 2 SLP 8:12 SL P 7: 1 2 SLP 8:12 1'-1" TYP. EAVE 1' - 1 " TY P . RA K E 10 L . F O F R I D G E V E N T HI P HIP V A L L E Y VAL L E Y AW.1 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PROVIDE CUT OUT IN ALL OVER FRAMING AREAS FOR VENTILATION MIN. 22"x30" DWELLING SEPARATION WALL CONTINUES FROM BASEMENT TO UNDERSIDE OF ROOF SHEATHING 1 HOUR RATED SOFFIT 18 L.F OF RIDGE VENT 12 L.F OF RIDGE VENT NOTE: * REQUIRED NET FREE VENTED AREAS ARE CALCULATED BY MULTIPLYING THE ACTUAL ATTIC AREA (SQ FT) IN COLUMN 1 BY 1/300 AND MULTIPLYING SUM BY 144 SQ IN/SQ FT 40%-50% OF TOTAL NET FREE VENTED AREA IS REQUIRED AT THE RIDGE (HIGH) AND THE REMAINING IS THE REQUIRED IN THE SOFFIT (LOW). WHEN NO "HIGH/LOW" VENTING IS PROVIDED, THE REQUIRED NET FREE AREA IS 1/150 OF THE ACTUAL 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 THE MANUFACTURERS STATED ACTUAL VENTED NET FREE AREA PER VENT - MANUFACTURER TO VERIFY THE SOFFIT VENT NET FREE AREA = MIN 10 SQ IN/VENT. WHEN APPLICABLE, THE ACTUAL TOTAL NUMBER OF SOFFIT VENTS SHALL 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 THE MANUFACTURERS STATED ACTUAL VENTED NET FREE AREA PER VENT - *** MANUFACTURER TO VERIFY THE RIDGE VENT NET FREE AREA = MIN 12.5 SQ IN/LF. *** MANUFACTURER TO VERIFY THE SOFFIT VENT NET FREE AREA = MIN 11.9 SQ IN/LF. **** MANUFACTURER TO VERIFY THE POD (ROOF) VENT NET FREE AREA = MIN 50.0 SQ IN/VENT. SLP 6:12 6 L . F O F R I D G E V E N T 1'- 1 " TY P . EA V E 8 L.F OF RIDGE VENT AW.1 5 SL P 7: 1 2 VALL E Y VAL L E Y V A L L E Y HIP HI P HIP H I P 1 HOUR RATED SOFFIT H I P 1' - 1 " TY P . RA K E 1' - 0 " TY P . EA V E 1' - 0 " TY P . EA V E 6" RAKE 6" RAKE RI D G E SLP 6:12 6" RAKE 6" RAKE V A L L E Y SLP 8:12 8 L . F O F R I D G E V E N T SL P 4: 1 2 1' - 1 " TY P . RA K E HIP AA2.3 ASSEMBLY - ROOF PLAN 1 ASSEMBLY ROOF PLANBUILDING TYPE 5 - 2 UNIT SCALE: 1/8" = 1'-0" HOUSING DESIGN MATTERS 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 ISSUE DATE:03/29/2024 DRAWN BY:ZJ PROJECT:SF21-137 REVISIONS: CHECKED BY:AR 03 / 2 9 / 2 0 2 4 - C O N S T R U C T I O N S E T TH E S N Y D E R S H E L B U R N E P R O P E R T I E S S M 3 6 & S M 3 7 S P E A R M E A D O W S 67 & 6 5 W I L L O U G H B Y L A N E 0 5 4 8 2 SH E L B U R N E , V E R M O N T 40 7 6 S h e l b u r n e R o a d , S u i t e 6 Sh e l b u r n e , V e r m o n t 0 5 4 8 2 P. 8 0 2 . 9 8 5 . 5 7 2 2 F . 8 0 2 . 4 9 7 . 0 7 0 1 ww w . S n y d e r H o m e s V T . c o m PAIRED VILLA T/ PLATE UPPER FLOOR T/ PLATE T/ WINDOW MAIN FLOOR 9' - 1 1 / 8 " 10 ' - 1 1 / 8 " 8'- 9 " 1'- 0 " GRADE T/ WINDOW 7' - 9 " T/FOUNDATION 1'- 3 " CABOT PLAN B CABOT PLAN A 7:12 7:12 ℄ 12 8 12 8 12 8 12 8 12 8 30 ' - 1 0 " 4:12 3:12 3:12 10 ' - 3 78" 9'- 8 12" 10 ' - 3 78" 9'- 8 12" ℄ CABOT PLAN BCABOT PLAN A 12 8 12 8 12 6 7:12 7:127:12 ℄ 12 612 6 T/ PLATE UPPER FLOOR T/ PLATE T/ WINDOW MAIN FLOOR 9'- 1 1 / 8 " 10 ' - 1 1 / 8 " 8' - 9 " 1'- 0 " T/ WINDOW 7'- 9 " T/FOUNDATION 1'- 3 " 4' - 4 " GRADE T/FOUNDATION AA3.1 ASSEMBLY - ELEVATIONS 2 REAR ELEVATIONBUILDING TYPE 5 - 2 UNIT SCALE: 1/8" = 1'-0" HOUSING DESIGN MATTERS 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 ISSUE DATE:03/29/2024 DRAWN BY:ZJ PROJECT:SF21-137 REVISIONS: CHECKED BY:AR 03 / 2 9 / 2 0 2 4 - C O N S T R U C T I O N S E T TH E S N Y D E R S H E L B U R N E P R O P E R T I E S S M 3 6 & S M 3 7 S P E A R M E A D O W S 67 & 6 5 W I L L O U G H B Y L A N E 0 5 4 8 2 SH E L B U R N E , V E R M O N T 40 7 6 S h e l b u r n e R o a d , S u i t e 6 Sh e l b u r n e , V e r m o n t 0 5 4 8 2 P. 8 0 2 . 9 8 5 . 5 7 2 2 F . 8 0 2 . 4 9 7 . 0 7 0 1 ww w . S n y d e r H o m e s V T . c o m PAIRED VILLA EXTERIOR ELEVATION NOTES *PROVIDE DRIP CAPS AT ALL WINDOWS & DOORS. *ROOF SADDLES TO BE PLYWOOD SHEATHED w/ ROOFING UNDERLAYMENT AND SHINGLES. *ALL TRIM AND CORNER BOARDS SHALL BE ENGINEERED. *REFER TO FLOOR PLANS FOR DOOR AND WINDOW SIZES. *PROVIDE FLASHING AND HOUSE WRAP AS REQUIRED TO PREVENT THE PENETRATION OF WATER THROUGH THE EXTERIOR SHELL OF THE BUILDING. *MAINTAIN OPENING IN ROOF SHEATHING AT OVERFRAMING TO PROVIDE VENTILATION. *PROVIDE DOWN SPOUTS TO CONCRETE SPLASH BLOCKS AT ALL GUTTERS *PROVIDE ROOFING UNDERLAYMENT AS SPECIFIED IN THE WALL SECTIONS AND DETAILS. *SEE WALL SECTIONS AND DETAILS FOR MORE INFORMATION. 1 FRONT ELEVATION BUILDING TYPE 5 - 2 UNIT SCALE: 1/8" = 1'-0" 12 7 12 3 6:12 12 7 6:12 CABOT PLAN A T/ PLATE UPPER FLOOR T/ PLATE T/ WINDOW MAIN FLOOR 9' - 1 1 / 8 " 10 ' - 1 1 / 8 " 8'- 9 " 1' - 0 " GRADE T/ WINDOW 7'- 9 " T/FOUNDATION 1' - 3 " 10 ' - 3 78" 9' - 8 12" CABOT PLAN B 6:12 8:12 12 3 12 7 T/ PLATE UPPER FLOOR T/ PLATE T/ WINDOW MAIN FLOOR 9'- 1 1 / 8 " 10 ' - 1 1 / 8 " 8'- 9 " 1' - 0 " T/ WINDOW 7'- 9 " T/FOUNDATION 1' - 3 " 4'- 4 " GRADE T/FOUNDATION 10 ' - 3 78" 9' - 8 12" AA3.2 ASSEMBLY - ELEVATIONS 2 RIGHT ELEVATION BUILDING TYPE 5 - 2 UNIT SCALE: 1/8" = 1'-0" HOUSING DESIGN MATTERS 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 ISSUE DATE:03/29/2024 DRAWN BY:ZJ PROJECT:SF21-137 REVISIONS: CHECKED BY:AR 03 / 2 9 / 2 0 2 4 - C O N S T R U C T I O N S E T TH E S N Y D E R S H E L B U R N E P R O P E R T I E S S M 3 6 & S M 3 7 S P E A R M E A D O W S 67 & 6 5 W I L L O U G H B Y L A N E 0 5 4 8 2 SH E L B U R N E , V E R M O N T 40 7 6 S h e l b u r n e R o a d , S u i t e 6 Sh e l b u r n e , V e r m o n t 0 5 4 8 2 P. 8 0 2 . 9 8 5 . 5 7 2 2 F . 8 0 2 . 4 9 7 . 0 7 0 1 ww w . S n y d e r H o m e s V T . c o m PAIRED VILLA EXTERIOR ELEVATION NOTES *PROVIDE DRIP CAPS AT ALL WINDOWS & DOORS. *ROOF SADDLES TO BE PLYWOOD SHEATHED w/ ROOFING UNDERLAYMENT AND SHINGLES. *ALL TRIM AND CORNER BOARDS SHALL BE ENGINEERED. *REFER TO FLOOR PLANS FOR DOOR AND WINDOW SIZES. *PROVIDE FLASHING AND HOUSE WRAP AS REQUIRED TO PREVENT THE PENETRATION OF WATER THROUGH THE EXTERIOR SHELL OF THE BUILDING. *MAINTAIN OPENING IN ROOF SHEATHING AT OVERFRAMING TO PROVIDE VENTILATION. *PROVIDE DOWN SPOUTS TO CONCRETE SPLASH BLOCKS AT ALL GUTTERS *PROVIDE ROOFING UNDERLAYMENT AS SPECIFIED IN THE WALL SECTIONS AND DETAILS. *SEE WALL SECTIONS AND DETAILS FOR MORE INFORMATION. 1 LEFT ELEVATION BUILDING TYPE 5 - 2 UNIT SCALE: 1/8" = 1'-0" ℄ 21 ' - 8 " 30 ' - 2 " 25 ' - 1 1 " BU I L D I N G H E I G H T F R O M T . O . F EA V E HI G H E S T P E A K DI F F E R E N C E O F EA V E s A N D HI G H E S T P E A K 8' - 6 " Building Height Calculation Eaves (from T.O.F.)21' - 8"21.667 Highest Peak (from T.O.F.)30' - 2"30.167 Average Building Height (from T.O.F.)25' - 11"25.917 Average Building Height (from F.F.E)24' - 8"24.667 F.F.E. to Be Set At -394.633 Actual Building Height on Grade -419.300 Average Approved Grade -391.400 Building Height Above Approved Grade 27' - 10 3 4"27.900 AA3.1A ASSEMBLY - ELEVATIONS HOUSING DESIGN MATTERS 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 ISSUE DATE:04/09/2024 DRAWN BY:ZJ PROJECT:SF21-137 REVISIONS: CHECKED BY:AR 03 / 2 9 / 2 0 2 4 - C O N S T R U C T I O N S E T TH E S N Y D E R S H E L B U R N E P R O P E R T I E S S M 3 6 & S M 3 7 S P E A R M E A D O W S 67 & 6 5 W I L L O U G H B Y L A N E 0 5 4 8 2 SH E L B U R N E , V E R M O N T 40 7 6 S h e l b u r n e R o a d , S u i t e 6 Sh e l b u r n e , V e r m o n t 0 5 4 8 2 P. 8 0 2 . 9 8 5 . 5 7 2 2 F . 8 0 2 . 4 9 7 . 0 7 0 1 ww w . S n y d e r H o m e s V T . c o m PAIRED VILLA 1 HEIGHT CALC. ELEVATION SCALE: 1/8" = 1'-0" ℄ 69'-0" 35 ' - 1 " STRUCT. BEAM 15 ' - 4 " 10 ' - 5 14" 8'- 1 0 3 4" 7'-11"53'-2" 32'-712" 7 STRUCT. BEAM 7'-11" 13 ' - 0 " 22 ' - 1 " 9'-0"38'-2" UP14R 16 ' - 2 " 18 ' - 1 1 " GARAGE SLAB 4636 SLD HW 2 1 11'-112"10'-5"11'-1" 28 6 8 20'-512" 7'-11" ℄ 35 ' - 1 " PORCH SLAB 11 ' - 2 " 3'- 1 1 " 1' - 1 1 " 16 ' - 6 " 1' - 7 " 15 ' - 9 " 18 ' - 1 0 " 5'-0" ST R U C T . B E A M LE D G E R STRUCT. BEAM STRUCT. BEAM 534" 8'- 1 0 14" 8'- 1 0 14" 6'-11"1'-0" STEPS TO GRADE BASEMENT SLAB 5 9'-1"1'-512"2'-10" 11 ' - 7 " 3'- 0 12" 3'- 0 " 11'-112"10'-5"11'-1" 4' - 9 12" 4' - 9 12" 3' - 5 " 28'-9"6'-1112"17'-512" 3'-4"3'-4" 3'- 8 12" 7'- 3 " 7 6 15'-612"4'-11" 11 11 12 4'- 0 " CJ NOTE: INSET RIM BOARD 1" FROM FOUNDATION OUTSIDE EDGE TO ALLOW 1" OF FOAM TO SIT ON FOUNDATION WALL AU5.2 B 8 AU5.2 C AU5.1 A AD.2 2 AD.2 7 AD.2 4AD.2 6 AD.2 8 3" STD PIPE COLUMN ON 36"x36"x12" FTG, TYP. PT COLUMN WITH 8" SONO-TUBE AND CONT. FOOTING, TYP. AT PORCH DROP SLAB DN. 4" FROM T.O.F. AND SLOPE 3" TO O.H.D. 2X4 WALL @ 24" O.C., DRYWALL & 1 COAT OF TAPE HRV/ERV 3" STD PIPE COLUMN ON 36"x36"x12" FTG, TYP. UN F I N I S H E D 6'-0" GARDEN WALL GA R D E N W A L L AU1.1 UNIT PLAN 1 FOUNDATION PLAN SCALE: 3/16" = 1'-0" HOUSING DESIGN MATTERS 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 ISSUE DATE:03/29/2024 DRAWN BY:ZJ PROJECT:SF21-137 REVISIONS: CHECKED BY:AR 03 / 2 9 / 2 0 2 4 - C O N S T R U C T I O N S E T TH E S N Y D E R S H E L B U R N E P R O P E R T I E S S M 3 6 & S M 3 7 S P E A R M E A D O W S 67 & 6 5 W I L L O U G H B Y L A N E 0 5 4 8 2 SH E L B U R N E , V E R M O N T 40 7 6 S h e l b u r n e R o a d , S u i t e 6 Sh e l b u r n e , V e r m o n t 0 5 4 8 2 P. 8 0 2 . 9 8 5 . 5 7 2 2 F . 8 0 2 . 4 9 7 . 0 7 0 1 ww w . S n y d e r H o m e s V T . c o m C A B O T (B ) SQUARE FOOTAGES MAIN FLOOR 1432 UPPER FLOOR 733 SUBTOTAL (FINISHED)2165 GARAGE 404 PORCH 148 DECK 148 TOTAL 2865 UNFINISHED BASEMENT 1355 OPT. FINISHED BASEMENT 669 BASEMENT KEYNOTES X THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS: 1.FURNACE. 2.WATER HEATER. 3.SANITARY PUMP, VERIFY REQUIREMENT & LOCATION. 4.HANDRAIL. 5.BATH ROUGH-IN. 6.ELECTRICAL PANEL, VERIFY LOCATION IN FIELD. 7.4636 ESCAPE WDW w/ 36" PROJECTION @ GALV. METAL AREA WELL. DRAIN TO DRAIN TILE. SILL OF ESCAPE WINDOW 3'-6" MAX ABOVE FLOOR (PROVIDE ONE MIN. LADDER). 8.12"W x 3/4"D RECESS AT GARAGE DOOR. 9.BEAM POCKET 10.STEPS, AS REQUIRED PER SITE CONDITIONS 11.2 1/2" FOAM BD. INSUL. R-15 CONT. AROUND PERIMETER OF FND. 12.3 1/4" FOAM BD. INSUL. R-20 BETWEEN STUDS 24" O.C. AT STAIR ONLY 13.RAIL AND BALUSTERS B UP Garage CONC. ℄℄ 69'-0" 8'-0"53'-0"8'-0" 2'-1112"10'-1"9'-012" 35 ' - 0 " O V E R A L L F R A M E T O C / L 16 ' - 1 " 1" 18 ' - 6 " 16 ' - 5 " 35 ' - 0 " 1" 34 ' - 1 1 " F R A M E T O F R A M E 15'-5"9'-9"5'-9" Family Room HWD 10'-0" CLG Owner's Suite CPT 10'-0" CLG 12'-512"7'-412"3'-412"20'-612" 8'-0"53'-0"8'-0" 3'-4" 18R DN14R 12 13 18 ' - 1 0 " 5'-0" Porch CONC. 2 DN 2' - 8 " 6'- 1 0 " 12 ' - 6 " 15 16 512"5'-512" W.I.C. CPT 10'-0" CLG21 21 H/L 6 7 8 3 4 7 Dining HWD 10'-0" CLG 13 20 12 19 18 20 O. Bath TILE 10'-0" CLG 1'- 9 12" 5' - 3 12"5'- 8 12" 13 ' - 5 12" 15 ' - 5 12" 1'- 1 0 " 512" 8'- 3 " 11'-7"4'-3"3'-1"6'-7"3'-4"3'-4"3'-512" 11 ' - 0 " 4'- 0 " 19 ' - 1 1 " 5' - 6 12" 5'- 5 12" 2' - 0 " 2' - 0 " 10 ' - 2 " 9'- 9 " 7" 9' - 1 1 " 5'- 0 " 7" Den CPT 10'-0" CLG 28'-412"6'-1112"5'-1012"512"11'-012" 512"8'-2" 27 3'-9"2'-312" 8'- 9 12" 1'- 8 " 8'- 3 " 512" 15'-612"7'-512" 512" 2'-1" 912" 3'-0"3'-112" 12 ' - 1 1 " 22 22 22 8'- 0 "Kitchen HWD 10'-0" CLG 5 2'-1012" 3'-0"712" 4'- 8 12" 6'- 6 " 4'- 5 12" 4' - 3 " 6' - 9 " 22 4" 3'- 8 " 4" 4' - 5 12" 2'- 2 12" 3'- 5 " 3' - 9 12" 285'-2"5'-8" 21 11 312" 5'-512"5'-1012" O. Entry HWD 9'-0" CLG 3060 SH3060 SH (2 ) 3 0 6 0 S H (2) 3060 SH3060 SH TEMP. GL. 2040 SH (2 ) 3 0 6 0 S H 30 6 0 S H 3068 ENTRY w/18" TRSM. 28 6 8 OPT. 2-2668 26 6 8 21 0 6 8 3068 w/ 18" TRANSOM 2 6 6 8 21 0 6 8 21068 2-2 6 6 8 16 0 8 0 O G D Deck PT 21 DN 30 30 CP T . HW D 7 8 7 8 26 23 23 23 AU5.2 B AU5.2 C AU5.1 A CPT.TILE VSB302134-V3D1234-VSB302134 13 512" VB T D 3 6 2 1 3 4 10 Pwd. Rm. HWD 9'-0" CLG 1 PROVIDE (2) LAYERS OF 5/8" TYPE "X" GYP. BD. TO GARAGE CEILING WITH (1) LAYER OF 5/8" ON GARAGE WALL 3068 8'-5" HW D CP T DROPPED CEILING 6'- 5 12" 4'- 0 " 2'- 0 " 3'-4" 2'-1"1'-2" CA R P E T CA R P E T Foyer HWD CP T . TI L E 11'-1112"1'-4" 3' - 6 12" 2'-0" AU2.1 UNIT PLAN 1 MAIN FLOOR PLAN ELEVATION B SCALE: 3/16" = 1'-0" FLOOR PLAN KEYNOTES X THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS: 1.HOUSE TO GARAGE FIRE SEPARATION: PROVIDE 5/8" TYPE 'X' GYPSUM BOARD 2.HOUSE TO GARAGE DOOR FIRE SEPARATION: 90-MINUTE RATED, SPRING HINGES 3.SINK w/GARBAGE DISPOSAL 4.DISHWASHER 5.REFRIGERATOR 6.RANGE w/ HOOD 7.BASE CABINETS 8.UPPER CABINETS 9.PANTRY SHELVES (4) 16" 10.HALF WALL @ 35" HIGH W/COUNTERTOP 11.RAIL AND BALUSTERS 12.WATER CLOSET 13.LAVATORY SINK 14.PEDESTAL SINK 15.SHOWER 16.SHOWER SEAT 18" A.F.F SLOPED 17.TUB/SHOWER 18.WASHER 19.DRYER 20.LINEN SHELVES (4) 16" OR (1) 16" AT LAUNDRY 21.ROD & SHELF 22.8'-6" DROPPED SOFFIT 1ST FL. 8'-0" DROPPED SOFFIT 2ND FL. 23.LINE OF WALL ABOVE 24.LINE OF WALL BELOW 25.ATTIC ACCESS (30" x 22" x 20" TALL) 26.BENCH 27.PANTRY CABINET 28.OPT. FIREPLACE 29.BUILT-UP COLUMN 30.HOSE BIB 31.HANDRAIL HOUSING DESIGN MATTERS 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 ISSUE DATE:03/29/2024 DRAWN BY:ZJ PROJECT:SF21-137 REVISIONS: CHECKED BY:AR 03 / 2 9 / 2 0 2 4 - C O N S T R U C T I O N S E T TH E S N Y D E R S H E L B U R N E P R O P E R T I E S S M 3 6 & S M 3 7 S P E A R M E A D O W S 67 & 6 5 W I L L O U G H B Y L A N E 0 5 4 8 2 SH E L B U R N E , V E R M O N T 40 7 6 S h e l b u r n e R o a d , S u i t e 6 Sh e l b u r n e , V e r m o n t 0 5 4 8 2 P. 8 0 2 . 9 8 5 . 5 7 2 2 F . 8 0 2 . 4 9 7 . 0 7 0 1 ww w . S n y d e r H o m e s V T . c o m C A B O T (B ) SQUARE FOOTAGES MAIN FLOOR 1432 UPPER FLOOR 736 FINISHED BASEMENT 664 SUBTOTAL (FINISHED)2832 GARAGE 404 PORCH 148 DECK 148 TOTAL 3532 UNFINISHED BASEMENT 691 TOTAL BASEMENT 1355 NOTE: ALL EXTERIOR STUD WALLS AND FLOORS TO BE INSET 1" FROM FOUNDATION OUTSIDE EDGE TO ALLOW 1" OF FOAM TO SIT ON FOUNDATION WALL 69'-0" 7'-0" 8'- 0 12" 8'- 0 12" 25'-912" 13'-4" 18'-412" 21'-0" 12'-2" 18 ' - 1 0 " 4'- 0 " 9'- 3 " 5'- 7 " 30 5 4 S H (2 ) 3 0 5 4 S H 11'-1" 35 ' - 0 " O V E R A L L F R A M E T O C / L 35 ' - 0 " 34 ' - 1 1 " F R A M E T O F R A M E ℄℄ Bed 2 CPT. 9'-0" CLG Bed 3 CPT. 9'-0" CLG Loft CPT. 9'-0" CLG 28'-212" 3'-1114" 11 ' - 5 12" 11 ' - 4 12" 12 ' - 1 " 512"6'-1112" 7'- 7 " 3'- 1 0 12" 32'-0" 5'-312"2'-412" DN 18R 6'- 8 " 5' - 7 " 6'- 8 " 4'- 6 12" Bath 2 TILE 9'-0" CLG 21 21 17 32"x60" 12 13 8'-614" 3054 SH 3054 SH 2668 40 6 8 B P 2468 PKT 2-26 6 8 2- 2 0 6 8 26 6 8 11 3'-4"3'-4"3'-512"2'-412" 2'-012" 2' - 4 " 5'- 5 12" 3'- 7 " 17 ' - 3 " 17 ' - 8 " 3'-912"CP T . TI L E 24 8'-0" 5'-3" 6'- 2 12" 5'- 2 " 512" 2'- 7 " 3'- 3 " 1'-2" VS T B 6 0 2 1 3 4 AU5.2 C 1" 1" (4 ) 1 6 " LIN E N (1 ) 1 6 " LI N E N 32"X22" INSULATED & AIR SEALED ATTIC ACCESS, SILL @24" AFF 1'-5" 22 25 26 6 8 CA R P E T 16 ' - 1 " 1'-0" 1'-512" 12'-1" (2 ) 3 0 5 4 S H AU2.2 UNIT PLAN 1 UPPER FLOOR PLAN ELEVATION B SCALE: 3/16" = 1'-0" FLOOR PLAN KEYNOTES X THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS: 1.HOUSE TO GARAGE FIRE SEPARATION: PROVIDE 5/8" TYPE 'X' GYPSUM BOARD 2.HOUSE TO GARAGE DOOR FIRE SEPARATION: 90-MINUTE RATED, SPRING HINGES 3.SINK w/GARBAGE DISPOSAL 4.DISHWASHER 5.REFRIGERATOR 6.RANGE w/ HOOD 7.BASE CABINETS 8.UPPER CABINETS 9.PANTRY SHELVES (4) 16" 10.HALF WALL @ 35" HIGH W/COUNTERTOP 11.RAIL AND BALUSTERS 12.WATER CLOSET 13.LAVATORY SINK 14.PEDESTAL SINK 15.SHOWER 16.SHOWER SEAT 18" A.F.F SLOPED 17.TUB/SHOWER 18.WASHER 19.DRYER 20.LINEN SHELVES (4) 16" OR (1) 16" AT LAUNDRY 21.ROD & SHELF 22.8'-6" DROPPED SOFFIT 1ST FL. 8'-0" DROPPED SOFFIT 2ND FL. 23.LINE OF WALL ABOVE 24.LINE OF WALL BELOW 25.ATTIC ACCESS (30" x 22" x 20" TALL) 26.BENCH 27.PANTRY CABINET 28.OPT. FIREPLACE 29.BUILT-UP COLUMN 30.HOSE BIB 31.HANDRAIL HOUSING DESIGN MATTERS 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 ISSUE DATE:03/29/2024 DRAWN BY:ZJ PROJECT:SF21-137 REVISIONS: CHECKED BY:AR 03 / 2 9 / 2 0 2 4 - C O N S T R U C T I O N S E T TH E S N Y D E R S H E L B U R N E P R O P E R T I E S S M 3 6 & S M 3 7 S P E A R M E A D O W S 67 & 6 5 W I L L O U G H B Y L A N E 0 5 4 8 2 SH E L B U R N E , V E R M O N T 40 7 6 S h e l b u r n e R o a d , S u i t e 6 Sh e l b u r n e , V e r m o n t 0 5 4 8 2 P. 8 0 2 . 9 8 5 . 5 7 2 2 F . 8 0 2 . 4 9 7 . 0 7 0 1 ww w . S n y d e r H o m e s V T . c o m C A B O T (B ) SQUARE FOOTAGES MAIN FLOOR 1432 UPPER FLOOR 736 FINISHED BASEMENT 664 SUBTOTAL (FINISHED)2832 GARAGE 404 PORCH 148 DECK 148 TOTAL 3532 UNFINISHED BASEMENT 691 TOTAL BASEMENT 1355 ℄ 69'-0" 35 ' - 1 " STRUCT. BEAM 15 ' - 4 " 10 ' - 5 14" 8' - 1 0 3 4" 7'-11"53'-2" 32'-712" 7 STRUCT. BEAM 7'-11" 13 ' - 0 " 22 ' - 1 " 9'-0" 38'-2" UP14R 16 ' - 2 " 18 ' - 1 1 " GARAGE SLAB WH 2 1 11'-112"10'-5"11'-1" 28 6 8 20'-512" 7'-11" ℄ 35 ' - 1 " PORCH SLAB 11 ' - 2 " 3' - 1 1 " 1' - 1 1 " 16 ' - 6 " 1' - 7 " 15 ' - 9 " 18 ' - 1 0 " 5'-0" ST R U C T . B E A M LE D G E R STRUCT. BEAM STRUCT. BEAM534" 8'- 1 0 14" 8' - 1 0 14" 6'-11"1'-0" STEPS TO GRADE BASEMENT SLAB 5 9'-1"2'-10" 11 ' - 7 " 3'- 0 12" 2' - 1 1 12" 11'-112"10'-5"11'-1" 4'- 9 12" 4'- 9 12" 3'- 5 " 28'-9"6'-1112"17'-512" 3'-4"3'-4" 3' - 8 12" 7'- 3 " 7 6 15'-612"4'-11" 11 11 12 4'- 0 " CJ NOTE: INSET RIM BOARD 1" FROM FOUNDATION OUTSIDE EDGE TO ALLOW 1" OF FOAM TO SIT ON FOUNDATION WALL AU5.2 B 8 AU5.2 C AU5.1 A AD.2 2 AD.2 7 AD.2 4 AD.2 6 AD.2 8 3" STD PIPE COLUMN ON 36"x36"x12" FTG, TYP. PT COLUMN WITH 8" SONO-TUBE AND CONT. FOOTING, TYP. AT PORCH DROP SLAB DN. 4" FROM T.O.F. AND SLOPE 3" TO O.H.D. 13 2X4 WALL @ 24" O.C., DRYWALL & 1 COAT OF TAPE 3" STD PIPE COLUMN ON 36"x36"x12" FTG, TYP. 1'-512" UN F I N I S H E D (2) VENTS (2) VENTS(2) VENTS(2) VENTS BATH FAN VENT 6'-0" GARDEN WALL GA R D E N W A L L HRV/ERV BASEMENT KEYNOTES X THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS: 1.FURNACE. 2.WATER HEATER. 3.SANITARY PUMP, VERIFY REQUIREMENT & LOCATION. 4.HANDRAIL. 5.BATH ROUGH-IN. 6.ELECTRICAL PANEL, VERIFY LOCATION IN FIELD. 7.4636 ESCAPE WDW w/ 36" PROJECTION @ GALV. METAL AREA WELL. DRAIN TO DRAIN TILE. SILL OF ESCAPE WINDOW 3'-6" MAX ABOVE FLOOR (PROVIDE ONE MIN. LADDER). 8.12"W x 3/4"D RECESS AT GARAGE DOOR. 9.BEAM POCKET 10.STEPS, AS REQUIRED PER SITE CONDITIONS 11.2 1/2" FOAM BD. INSUL. R-15 CONT. AROUND PERIMETER OF FND. 12.3 1/4" FOAM BD. INSUL. R-20 BETWEEN STUDS 24" O.C. AT STAIR ONLY 13.RAIL AND BALUSTERS AU1.1 UNIT PLAN 1 FOUNDATION PLAN SCALE: 3/16" = 1'-0" HOUSING DESIGN MATTERS 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 ISSUE DATE:03/29/2024 DRAWN BY:ZJ PROJECT:SF21-137 REVISIONS: CHECKED BY:AR 03 / 2 9 / 2 0 2 4 - C O N S T R U C T I O N S E T TH E S N Y D E R S H E L B U R N E P R O P E R T I E S S M 3 6 & S M 3 7 S P E A R M E A D O W S 67 & 6 5 W I L L O U G H B Y L A N E 0 5 4 8 2 SH E L B U R N E , V E R M O N T 40 7 6 S h e l b u r n e R o a d , S u i t e 6 Sh e l b u r n e , V e r m o n t 0 5 4 8 2 P. 8 0 2 . 9 8 5 . 5 7 2 2 F . 8 0 2 . 4 9 7 . 0 7 0 1 ww w . S n y d e r H o m e s V T . c o m C A B O T (A ) SQUARE FOOTAGES MAIN FLOOR 1432 UPPER FLOOR 736 SUBTOTAL (FINISHED)2168 GARAGE 404 PORCH 148 DECK 148 TOTAL 2868 UNFINISHED BASEMENT 1355 A UP Garage CONC. ℄℄ 69'-0" 8'-0"53'-0"8'-0" 2'-1112"10'-1"9'-012" 35 ' - 0 " O V E R A L L F R A M E T O C / L 16 ' - 1 " 1" 18 ' - 6 " 16 ' - 5 " 35 ' - 0 " 1" 34 ' - 1 1 " F R A M E T O F R A M E 15'-5"9'-9"5'-9" Family Room HWD 10'-0" CLG Owner's Suite CPT 10'-0" CLG 12'-512"7'-412"3'-412"20'-612" 8'-0"53'-0"8'-0" 3'-4" 18R DN14R 12 13 18 ' - 1 0 " 5'-0" Porch CONC. 2 DN 2'- 8 " 6' - 1 0 " 12 ' - 6 " 15 16 512"5'-512" W.I.C. CPT 10'-0" CLG 21 21 H/L 6 7 8 3 4 7 Dining HWD 10'-0" CLG 20 12 18 19 20 O. Bath TILE 10'-0" CLG 1' - 9 12" 5' - 3 12" 5'- 8 12" 13 ' - 5 12" 15 ' - 5 12" 1'- 1 0 " 512" 8'- 3 " 11'-7"4'-3"3'-1"6'-7"3'-4" 3'-4" 3'-512" 11 ' - 0 " 4'- 0 " 19 ' - 1 1 " 5' - 6 12" 5'- 5 12" 2'- 0 " 2'- 0 " 10 ' - 2 " 9'- 9 " 7" 9'- 1 1 " 5'- 0 " 7" Den CPT 10'-0" CLG 28'-412"6'-1112"5'-1012"512"11'-012" 512" 8'-2" 27 3'-9"2'-312" 8'- 9 12" 1'- 8 " 8'- 3 " 512" 15'-612"7'-512"512"2'-1"912"3'-0"3'-112" 12 ' - 1 1 " 22 22 22 8' - 0 " Kitchen HWD 10'-0" CLG 5 2'-1012" 3'-0" 712" 4' - 8 12" 6'- 6 " 4'- 5 12" 4'- 3 " 6'- 9 " 22 4" 3' - 8 " 4" 4'- 5 12" 2'- 2 12" 3'- 5 " 3' - 9 12" 28 5'-2"5'-8" 2111 CP T . HW D 312" 5'-512"5'-1012" O. Entry HWD 9'-0" CLG 3060 SH3060 SH (2 ) 3 0 6 0 S H (2) 3060 SH3060 SHTEMP. GL.2040 SH (2 ) 3 0 6 0 S H 30 6 0 S H 3068 ENTRY w/18" TRSM. 28 6 8 OPT. 2-2668 26 6 8 21 0 6 8 3068w/ 18" TRANSOM 266 8 21 0 6 8 2- 2 6 6 8 16 0 8 0 O G D Deck 21 DN 30 30 CP T . HW D 7 8 7 8 26 23 23 23 AU5.2 B AU5.2 C AU5.1 A 512" VB T D 3 6 2 1 3 4 10 Pwd. Rm. HWD 9'-0" CLG 1 PROVIDE (2) LAYERS OF 5/8" TYPE "X" GYP. BD. TO GARAGE CEILING WITH (1) LAYER OF 5/8" ON GARAGE WALL 3068 8'-1012" DROPPED CEILING 6' - 5 12" 4' - 0 " 3'-4" 2'- 0 " 2'-1"1'-2" CA R P E T CA R P E T Foyer HWD 13 21068 CPT.TILE VSB302134-V3D1234-VSB302134 13 TOEKICK CP T . TI L E 11'-1112"1'-4" 3' - 6 12" 2'-0" AU2.1 UNIT PLAN 1 MAIN FLOOR PLAN ELEVATION A SCALE: 3/16" = 1'-0" FLOOR PLAN KEYNOTES X THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS: 1.HOUSE TO GARAGE FIRE SEPARATION: PROVIDE 5/8" TYPE 'X' GYPSUM BOARD 2.HOUSE TO GARAGE DOOR FIRE SEPARATION: 90-MINUTE RATED, SPRING HINGES 3.SINK w/GARBAGE DISPOSAL 4.DISHWASHER 5.REFRIGERATOR 6.RANGE w/ HOOD 7.BASE CABINETS 8.UPPER CABINETS 9.PANTRY SHELVES (4) 16" 10.HALF WALL @ 35" HIGH W/COUNTERTOP 11.RAIL AND BALUSTERS 12.WATER CLOSET 13.LAVATORY SINK 14.PEDESTAL SINK 15.SHOWER 16.SHOWER SEAT 18" A.F.F SLOPED 17.TUB/SHOWER 18.WASHER 19.DRYER 20.LINEN SHELVES (4) 16" OR (1) 16" AT LAUNDRY 21.ROD & SHELF 22.8'-6" DROPPED SOFFIT 1ST FL. 8'-0" DROPPED SOFFIT 2ND FL. 23.LINE OF WALL ABOVE 24.LINE OF WALL BELOW 25.ATTIC ACCESS (30" x 22" x 20" TALL) 26.BENCH 27.PANTRY CABINET 28.OPT. FIREPLACE 29.BUILT-UP COLUMN 30.HOSE BIB 31.HANDRAIL HOUSING DESIGN MATTERS 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 ISSUE DATE:03/29/2024 DRAWN BY:ZJ PROJECT:SF21-137 REVISIONS: CHECKED BY:AR 03 / 2 9 / 2 0 2 4 - C O N S T R U C T I O N S E T TH E S N Y D E R S H E L B U R N E P R O P E R T I E S S M 3 6 & S M 3 7 S P E A R M E A D O W S 67 & 6 5 W I L L O U G H B Y L A N E 0 5 4 8 2 SH E L B U R N E , V E R M O N T 40 7 6 S h e l b u r n e R o a d , S u i t e 6 Sh e l b u r n e , V e r m o n t 0 5 4 8 2 P. 8 0 2 . 9 8 5 . 5 7 2 2 F . 8 0 2 . 4 9 7 . 0 7 0 1 ww w . S n y d e r H o m e s V T . c o m C A B O T (A ) SQUARE FOOTAGES MAIN FLOOR 1432 UPPER FLOOR 736 SUBTOTAL (FINISHED)2168 GARAGE 404 PORCH 148 DECK 148 TOTAL 2868 UNFINISHED BASEMENT 1355 NOTE: ALL EXTERIOR STUD WALLS AND FLOORS TO BE INSET 1" FROM FOUNDATION OUTSIDE EDGE TO ALLOW 1" OF FOAM TO SIT ON FOUNDATION WALL 71'-0" 8'-0" 8'- 0 12" 7'- 1 1 12" 24'-912" 13'-4" 17'-412" 22'-0" 13'-2" 18 ' - 1 1 " 3'- 8 " 5'- 1 0 " 5'- 1 0 " 3' - 7 " 1'-0" 30 5 4 S H 30 5 4 S H 30 5 4 S H (2 ) 3 0 5 4 S H 11'-1" 35 ' - 0 " O V E R A L L F R A M E T O C / L 35 ' - 0 " 34 ' - 1 1 " F R A M E T O F R A M E ℄℄ Bed 2 CPT. 9'-0" CLG Bed 3 CPT. 9'-0" CLG Loft CPT. 9'-0" CLG 28'-212" 3'-1114" 11 ' - 5 12" 11 ' - 4 12" 12 ' - 1 " 512" 6'-1112" 7'- 1 0 12" 3'- 7 " 32'-0" 5'-312"2'-412" DN 18R 6'- 8 " 5'- 7 " 6' - 8 " 4' - 6 12" Bath 2 TILE 9'-0" CLG 21 21 17 32"x60" 12 13 7'-614" (4 ) 1 6 " LI N E N 3054 SH 3054 SH 2668 40 6 8 B P 2468 PKT 2-2668 2-20 6 8 26 6 8 26 6 8 11 3'-4"3'-4"3'-512"2'-412" 2'-012" 2'- 4 " 5' - 5 12" 3'- 7 " 17 ' - 3 " 17 ' - 8 " 3'-912" CP T . TI L E 24 8'-0" 5'-3" 6' - 2 12" 5'- 2 " 512" 2'- 7 " 3'- 3 " 1'-2" VS T B 6 0 2 1 3 4 AU5.2 C 1"1" (1 ) 1 6 " LI N E N 1'-5" 22 25 CA R P E T 32"X22" INSULATED & AIR SEALED ATTIC ACCESS, SILL @24" AFF AU5.2 B AU5.1 A 16 ' - 0 " 12'-1" 12'-5" AU2.2 UNIT PLAN UPPER FLOOR PLAN 1 UPPER FLOOR PLAN ELEVATION A SCALE: 3/16" = 1'-0" FLOOR PLAN KEYNOTES X THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS: 1.HOUSE TO GARAGE FIRE SEPARATION: PROVIDE 5/8" TYPE 'X' GYPSUM BOARD 2.HOUSE TO GARAGE DOOR FIRE SEPARATION: 90-MINUTE RATED, SPRING HINGES 3.SINK w/GARBAGE DISPOSAL 4.DISHWASHER 5.REFRIGERATOR 6.RANGE w/ HOOD 7.BASE CABINETS 8.UPPER CABINETS 9.PANTRY SHELVES (4) 16" 10.HALF WALL @ 35" HIGH W/COUNTERTOP 11.RAIL AND BALUSTERS 12.WATER CLOSET 13.LAVATORY SINK 14.PEDESTAL SINK 15.SHOWER 16.SHOWER SEAT 18" A.F.F SLOPED 17.TUB/SHOWER 18.WASHER 19.DRYER 20.LINEN SHELVES (4) 16" OR (1) 16" AT LAUNDRY 21.ROD & SHELF 22.8'-6" DROPPED SOFFIT 1ST FL. 8'-0" DROPPED SOFFIT 2ND FL. 23.LINE OF WALL ABOVE 24.LINE OF WALL BELOW 25.ATTIC ACCESS (30" x 22" x 20" TALL) 26.BENCH 27.PANTRY CABINET 28.OPT. FIREPLACE 29.BUILT-UP COLUMN 30.HOSE BIB 31.HANDRAIL HOUSING DESIGN MATTERS 111 North Avenue, Suite 207 Barrington, IL 60010 P. 312.410.1260 ISSUE DATE:03/29/2024 DRAWN BY:ZJ PROJECT:SF21-137 REVISIONS: CHECKED BY:AR 03 / 2 9 / 2 0 2 4 - C O N S T R U C T I O N S E T TH E S N Y D E R S H E L B U R N E P R O P E R T I E S S M 3 6 & S M 3 7 S P E A R M E A D O W S 67 & 6 5 W I L L O U G H B Y L A N E 0 5 4 8 2 SH E L B U R N E , V E R M O N T 40 7 6 S h e l b u r n e R o a d , S u i t e 6 Sh e l b u r n e , V e r m o n t 0 5 4 8 2 P. 8 0 2 . 9 8 5 . 5 7 2 2 F . 8 0 2 . 4 9 7 . 0 7 0 1 ww w . S n y d e r H o m e s V T . c o m C A B O T (A ) SQUARE FOOTAGES MAIN FLOOR 1432 UPPER FLOOR 736 SUBTOTAL (FINISHED)2168 GARAGE 404 PORCH 148 DECK 148 TOTAL 2868 UNFINISHED BASEMENT 1355 DESIGNED BY DRAWN BY SC A L E DATE SHEET ISSUE TIT L E NO D A T E R E V I S I O N MO D E L CHECKED BY FIL E N A M E : PL O T D A T E : © The Snyder Group, Inc. 40 7 6 S h e l b u r n e R o a d - S u i t e 6 Sh e l b u r n e , V e r m o n t 0 5 4 8 2 p 8 0 2 . 9 8 5 . 5 7 2 2 - f 8 0 2 . 4 9 7 . 0 7 0 1 ww w . S n y d e r H o m e s V T . c o m Sn y d e r H o m e s Gr e a t n e i g h b o r h o o d s to c o m e h o m e t o Permit S.0 SI T E L A Y O U T O V E R A L L 1" = 1 0 0 ' O V E R A L L Sp e a r M e a d o w s Sn y d e r C o n s t r u c t i o n C o m p a n y So u t h B u r l i n g t o n , V T 0 5 4 0 3 1 . 1 2 3 4 5 6 7 8 9 10 11 12 13 - 14 - 15 16 - 17 - 18 19 - 20 - 21 23 2425 26 28 29 303132 33 34 35 36 37 38394041 42 44 46 47 45 27 43 22 House Detail Template: Siding Color (S): Roof Color: Front Door Color: Garage Door Color: Shutters: Modifications: SM03 S: Smoke R: Charcoal Grey FD: Smoky Blue GD: Black SH: None Mod: None SM02 S: Silver R: Harvard Slate FD: Outerspace GD: White SH: Black Mod: Elevation SM04 S: Graphite R: Driftwood FD: Indigo Batik GD: White SH: White Mod: Extend Porch SM05 S: Smoke R: Harvard Slate FD: Fine Wine GD: White SH: None Mod: None SM06 S: White R: Charcoal Gray FD: Georgian Bay GD: White SH: Black Mod: None SM07 S: Silver R: Harvard Slate FD: Tricorn Black GD: White SH: None Mod: None SM08 S: Graphite R: Dual Black FD: Santorini Blue GD: Black SH: Black Mod: None SM09 S: Smoke R: Charcoal Gray FD: Blackberry GD: White SH: None Mod: None SM10 S: Cactus R: Dual Black FD: Rosemary GD: White SH: Black Mod: None SM11 S: Granite R: Charcoal Grey FD: White GD:White SH: None Mod: Added Patio SM13-SM14-SM15 S: R: FD: GD: SH: Mod: SM16-SM17-SM18 S: R: FD: GD: SH: Mod: SM19-SM20-SM21 S: R: FD: GD: SH: Mod: SM24 S: R: FD: GD: SH: Mod: SM25 S: R: FD: GD: SH: Mod: SM28-SM29 S: Smoke & Deep Water R: Dual Black FD: Tricorn Black GD: White SH: Tuxedo Grey Mod: None SM30 S: R: FD: GD: SH: Mod: SM31 S: Deep Water R: Black FD: Pure White GD: White SH: Black Mod: None SM34-SM35 S: Sandstone & Olive R: Dual Black FD: Tricorn Black GD: White SH: None Mod: None SM38 S: Graphite R: Dual Black FD: Blackberry GD: White SH: None Mod: Added Overhang SM39-SM40 S: Cactus & Beige R: Charcoal Gray FD: Tricorn Black GD: White SH: Black Mod: SM9 Added a Screened-In Back Deck SM41 S: Sierra R: Harvard Slate FD: Kimono Violet GD: Black SH: None Mod: Covered Back Deck SM46-SM47 S: Granite & Graphite R: Dual Black FD: Indigo Batik GD: White SH: Classic Blue Mod: Spear Elevation Accents to enhance front facade feel SM44-SM45 S: Sierra & Graphite R: Dual Black FD: Tricorn Black GD: White SH: Black Mod: Mirrored SM42-SM43 S: Smoke & Deep Water R: Dual Black FD: Pure White GD: White SH: Tuxedo Grey Mod: None SM12 S: Graphite R: Dual Black FD: Tricorn Black GD: White SH: Black Mod: NA Braeburn A Braeburn B Cortland A Cortland B Oxford-Melrose Oxford-Melrose Mirrored Braeburn B Oxford-Melrose Oxford-Melrose Mirrored Oxford-Melrose Oxford-Melrose Oxford-Melrose Mirrored Braeburn D Braeburn B Home Type Key: Braeburn A Braeburn B Oxford-Melrose Braeburn A Braeburn C Braeburn A SM01 S: Graphite R: Driftwood FD: Coral Bells GD:White SH: White Mod: None Braeburn A Braeburn ACortland B Braeburn B Braeburn-Braeburn Roxbury Roxbury Roxbury Roxbury Roxbury Braeburn A Braeburn A SM32-SM33 S: Granite & Graphite R: Dual Black FD: Indigo Batik GD: White SH: Classic Blue Mod: None Oxford-Melrose SM22-SM23 S: Smoke & Deep Water R: Dual Black FD: Pure White GD: White SH: Tuxedo Grey Mod: None SM26-SM27 S: Sierra & Graphite R: Dual Black FD: Tricorn Black GD: White SH: Black Mod: Mirrored SM36-SM37 S: Granite & Graphite R: Dual Black FD: Indigo Batik GD: White SH: Classic Blue Mod: None