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ZP-24-008 - 0213 Leo Lane 2/1/2024
VIA HAND-DELIVERY December 21, 2023 Betsy Brown South Burlington Planning and Zoning 180 Market Street South Burlington, VT 05403 Re: Zoning Permit Application 213 Leo Lane, South Burlington, VT 05403 Betsy, Further to Final Plat Permit SD-22-10A, enclosed please find a zoning permit application for 213 Leo Lane, South Burlington, Vermont 05403, Unit 16-16 on the Final Plat/Site Plan submitted as part of SD-22-10A. Also enclosed please find: 1. A Water Allocation Application; 2. A Wastewater Allocation Application. 3. A wastewater Connection Application. 4. A site plan of the applicable area of the proposed home. 5. An architectural drawing showing compliance with plans proposed and permitted in SD- 22-10A. Regarding the height of the proposed structure, please note that the preconstruction grade elevation (PCG) of the lot is 397.7 ft msl. The First Floor Elevation (FFE) is 398.7 ft msl. The PCG is calculated on the approved project plans by the project engineer. The height from FFE to the mid-point of the tallest roof plane is 23.67’, as shown on the attached plan. The height of the building is the FFE, less the PCG, plus the height to the roof midpoint. This is 24.67’, below the height limit of the district and SD-22-10A. Please contact us with any questions or concerns. Sincerely, Brandon Secl, Estimator IS S U E D A T E : RE V I S I O N S JOB NO:PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S .PRELIMINARYBSBDESIGN.COM 9/ 2 5 / 2 0 2 3 2 : 2 4 : 2 4 P M O : \ C A D \ D S M \ 2 0 2 1 \ S F 2 1 0 3 0 3 . 0 0 - O 'B r i e n B r o t h e r s - H i l l s i d e a t O ' B r i e n F a r m - P h a s e 2 S i n g l e F a m i l y \ S F - 1 0 \ S F - 1 0 _ R 2 0 1 9 . r v t A0.000 PLAN SF-10 SF210303.00 BB ST JM 09 -13 -20 2 3 Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y So u t h B u r l i n g t o n , V e r m o n t COVER SHEET 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SHEET INDEX SHEET NUMBER SHEET NAME ARCHITECTURAL A0.000 COVER SHEET A0.001 ARCHITECTURAL GENERAL NOTES A1.100 BASEMENT FLOOR PLAN - ELEVATION A A1.110 MAIN FLOOR PLAN - ELEVATION A A1.120 UPPER FLOOR PLAN - ELEVATION A A1.200 EXTERIOR ELEVATIONS - ELEVATION A A1.201 EXTERIOR ELEVATIONS - ELEVATION A A1.300 ROOF PLAN - ELEVATION A A1.400 BUILDING SECTIONS - ELEVATION A A1.500 STAIR SECTION A2.100 BASEMENT FLOOR PLAN - ELEVATION B A2.110 MAIN FLOOR PLAN - ELEVATION B A2.120 UPPER FLOOR PLAN - ELEVATION B A2.200 EXTERIOR ELEVATIONS - ELEVATION B A2.201 EXTERIOR ELEVATIONS - ELEVATION B A2.300 ROOF PLAN - ELEVATION B A2.400 BUILDING SECTIONS - ELEVATION B AD.1 ARCHITECTURAL DETAILS AD.2 ARCHITECTURAL DETAILS AD.3 ARCHITECTURAL DETAILS ELECTRICAL E1.100 BASEMENT ELECTRICAL PLAN - ELEVATION A E1.110 MAIN FLOOR ELECTRICAL PLAN - ELEVATION A E1.120 UPPER FLOOR ELECTRICAL PLAN - ELEVATION A E2.100 BASEMENT ELECTRICAL PLAN - ELEVATION B E2.110 MAIN FLOOR ELECTRICAL PLAN - ELEVATION B E2.120 UPPER FLOOR ELECTRICAL PLAN - ELEVATION B STRUCTURAL S-0.1 GENERAL NOTES S-0.2 GENERAL NOTES S-0.3 GENERAL NOTES S-0.4 TYPICAL DETAILS S-0.5 TYPICAL DETAILS S-0.6 TYPICAL DETAILS S-0.7 TYPICAL DETAILS S-0.8 TYPICAL DETAILS S-0.9 TYPICAL DETAILS S-0.10 TYPICAL DETAILS S-0.11 TYPICAL DETAILS S-0.12 TYPICAL DETAILS S-1.0 FOUNDATION ELEVATION A S-1.1 FOUNDATION ELEVATION B S-2.0 FRAMING ELEVATION A S-2.1 FRAMING ELEVATION A S-2.2 FRAMING ELEVATION A S-2.3 FRAMING ELEVATION A S-2.4 FRAMING ELEVATION B S-2.5 FRAMING ELEVATION B S-2.6 FRAMING ELEVATION B S-2.7 FRAMING ELEVATION B S-2.8 GARAGE PLANS ALL ELEVATIONS S-3.0 SHEARWALL ELEVATION A S-3.1 SHEARWALL ELEVATION A S-3.2 SHEARWALL ELEVATION B S-3.3 SHEARWALL ELEVATION B S-3.4 SHEARWALL ALL ELEVATIONS TOTAL NUMBER OF SHEETS: 54 AREA SCHEDULE - STANDARD AREA NAME AREA ELEVATION A MAIN FLOOR LIVABLE 682 SF UPPER FLOOR LIVABLE 574 SF BASEMENT LIVABLE 415 SF LIVABLE 1671 SF 1-CAR GARAGE 264 SF PORCH 108 SF UNFINISHED BASEMENT 116 SF NON-LIVABLE 488 SF ELEVATION A 2159 SF ELEVATION B MAIN FLOOR LIVABLE 682 SF UPPER FLOOR LIVABLE 595 SF BASEMENT LIVABLE 415 SF LIVABLE 1692 SF 1-CAR GARAGE 264 SF PORCH 288 SF UNFINISHED BASEMENT 116 SF NON-LIVABLE 668 SF ELEVATION B 2360 SF Hillside at O'Brien Farm -Cottage Single Family South Burlington, Vermont AREA SCHEDULE - OPTIONS AREA NAME AREA ELEVATION A OPTIONAL PATIO 42 SF Farmhouse -Elevation A Farmhouse 2 -Elevation B AREA SCHEDULE - BASEMENT AREA NAME AREA BASEMENT LIVABLE 831 SF UNFINISHED BASEMENT 231 SF TOTAL 1062 SF Property Owners Name:O'Brien Eastview Property Location:213 Leo Lane (Unit 16-6) Amount:10,537.66 Payment Type:check #1361 Date:1/2/2024 Code Zoning Permit (New Residential)ZP-24-008 zp Recording fee 13.00$ plus addition/alteration cost 5.00$ per $1,000 project cost -$ OR: plus 1671 0.45$ per sq. ft. 751.95$ plus 682 0.20$ per sq. ft. 136.40$ plus 2 50.00$ per bay 100.00$ plus After-the fact of 50% [no NOV] or 100% [NOV] -$ Zoning Permit Total 1,001.35$ Sewer Allocation Fee WWA-24-106 #204 249.15 g.p.d x 14.57$ 3,630.12$ Bartlett Bay x Airport Parkway Impact Fee Administrative Fee #248 $100.00 per application $100.00 School Impact Fee #222S 4,283.01$ Recreation Impact Fee * #220 $1,665.08 /unit -$ South Village Recreation Impact Fee #243 /unit -$ Road Impact Fee #221 $963.73 /unit 963.73$ Fire Impact Fee #203 /unit -$ Police Impact Fee #222 $496.45 /unit 496.45$ Dorset Street Waterline Fee #230 /unit -$ Sewer Connection Inspection WWC-24-07 ww 63.00$ per connection 63.00$ * Credit issued by City Council on 6/26/23 Total (Impact Fees + Permit) 10,537.66$ Planning & Zoning Invoice Residential Impact & Permit Fees garage bay(s) at Amount Due sq. ft building at sq. ft unfinished basement at IS S U E D A T E : RE V I S I O N S JOB NO: PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S .PRELIMINARYBSBDESIGN.COM 9/ 2 5 / 2 0 2 3 2 : 2 4 : 2 4 P M O : \ C A D \ D S M \ 2 0 2 1 \ S F 2 1 0 3 0 3 . 0 0 - O 'B r i e n B r o t h e r s - H i l l s i d e a t O ' B r i e n F a r m - P h a s e 2 S i n g l e F a m i l y \ S F - 1 0 \ S F - 1 0 _ R 2 0 1 9 . r v t A0.001 PLAN SF-10 SF210303.00 BB ST JM 09 -13 -20 2 3 Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y So u t h B u r l i n g t o n , V e r m o n t ARCHITECTURAL GENERAL NOTES 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 ARCHITECTURAL GENERAL NOTES & SPECIFICATIONS Note: ·All sections should be reviewed thoroughly and edited (deleted, added to or revised) as appropriate. ·Sections in [Bold/Underline] are for reference only and are to be deleted. ·Sections in [Bold] only, are to be reviewed in detail, edited as appropriate and then the font style of the text text should be changed to standard I. GENERAL REQUIREMENTS A. Project Location 1. Hillside at O'Brien Farm, South Burlington, Vermont. B. Codes 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. 2. Upon written receipt of approval from the governing official, approved final Drawings and Specifications shall be submitted to the Builder by the Architect. 3. If code discrepancies are discovered during the construction process, Architect shall be notified and allowed ample time to remedy said discrepancies. 4. All work performed shall comply with all applicable local, state and national building codes, ordinances and regulations, and all other authorities having jurisdiction. 5. Following is a partial list of applicable codes: a. Vermont Fire and Building Safety Code, 2015 b. 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, 2017 (NEC/NFPA 70) f. Vermont Residential Building Energy Standards, 2020 (RBES) C. All contractors, subcontractors, suppliers, and fabricators shall be responsible for the content of Drawings and Specifications and for the supply and design of appropriate materials and work performance. D. All manufactured articles, materials and equipment shall be applied, installed, erected, used, cleaned and conditioned in strict accordance with manufacturer's recommendations. E. All alternates are at the option of the Builder and shall be at the Builder's request, constructed in addition to or in lieu of the typical construction, as indicated on Drawings. F. Design Criteria: 1. Live loads and dead loads. Maximum Loads (psf) Live Dead Total Roof Trusses Top Chord: 40 15 55 Bottom Chord (no attic storage):10 10 20 Total:50 25 75 Floor Joists:40 10 50 Exterior Decks:40 10 50 2.Wind: 90 mph; Exposure C 3.Seismic: Category C 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. 4.1.Soil Pressure: Builder to verify soil bearing on rock ledge 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). 4.3.Lateral Soil Load: Design lateral soil loads are for moist conditions without hydrostatic pressure. 4.4.Frost depth: 4'-0" minimum. a.)Bottom of all footings shall be located below frost line. 4.5.Foundation walls shall NOT be subject to hydrostatic pressure from groundwater. 4.6.The Builder is responsible for determining if the services of a soil engineer is deemed necessary. Builder shall provide Architect with all soils information regarding the project prior to issuing of Drawings. 5.Prior to start of construction, Builder shall verify design loads with governing codes and site conditions, and check with local building agencies for wind, seismic, snow and other special loading conditions. Architect shall be notified of all discrepancies according to Section I.B. II. 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. Provide soil poisoning to control termites as required by governing codes. III. CONCRETE A. Provide reinforcement of the size and spacing shown on Drawings. Reinforcing shall comply with the following as minimums: A.1.Bars: ASTM A615, grade 60, deformed bars. Overlap bars 24" minimum. A.2.Welded wire fabric (WWF): ASTM A185. A.3.Synthetic fibrous reinforcement (fiber-reinforced concrete): ASTM C1116. B.Provide concrete complying with ASTM C94. Unless otherwise noted, concrete shall have the following 28 day compressive strengths as minimums: B.1.Concrete footings & piers: 3000 psi. B.2.Concrete walls: 3000 psi. B.3.Interior slabs: 3000 psi (conditioned space). B.4.Exterior slabs: 4000 psi, air-entrained (garage, porch, stoop, patio, steps). B.5.All concrete in locations subject to freezing and thawing after completion or during construction shall be air-entrained (5% min. to 7% max.) C.Slabs on grade: C.1.4" thick (min.) placed over 4" (min.) compacted sand or gravel fill. C.2.Provide reinforcement by one of the two following methods (verify with Builder). a)6x6-WI.4xWI.4WWF placed between mid-depth of slab and 2" from top surface of slab for slabs 4" and greater in thickness; OR b) Synthetic fibrous reinforcement added to concrete materials at time concrete is batched according to manufacturer's specifications. Mix concrete for uniform and complete distribution of fibrous reinforcement prior to placing concrete. Fiber Reinforced Concrete shall comply with ASTM C1116-95. C.3.Interior slabs shall be placed over 6 mil stabilized polyethylene vapor barrier. D.Footings and foundations: D.1.Contractor shall be responsible for size, location and installation of required steel reinforcing in footings and walls per local codes or specific soil conditions; whichever is more restrictive. D.2.Footing sizes shown are typical only for stated soil pressure and consistent compaction. Contractor shall be responsible for footings complying with governing codes and frost requirements and meeting the design requirements of specific soil conditions. Provide step footings, meeting the requirements of covering codes, as required by site conditions. D.3.Concrete piers shall be the size shown on the Drawings and formed using construction tubes. Pier footings for concrete piers shall be the size shown on the Drawings and formed with pre-engineered footing forms manufactured by Bigfoot Systems Inc. (www.bigfootsystems.com). E.Expansion and control joints: E.1.Provide expansion joints as specified by Builder. E.2.Provide deep score control joints as follows: Garage: Mid points of garage slab, both directions. Basement: Contractor shall be responsible for locations. Slab shall be divided reasonably equally into areas approximately 20' x 20'. F.Sill plate anchors: F.1.Provide sill plate anchors in foundation walls by one of the two following methods (verify with Builder): a) Set 1/2" diameter x 12" anchor bolts extending 8" minimum into concrete foundation wall. Locate anchors 6'-0" o.c. maximum with a minimum of two (2) anchors per plate section and not more than 12" from each end of plate section or; b) Set approved sill plate anchor straps in concrete according to manufacturer's specifications. Locate anchors as specified by manufacturer to be equivalent to 1/2"diameter anchor bolts noted above. F.2.Locate sill plate anchors at vertical reinforcing bars where occurring. G.Beam pockets shall be provided for all beams supported by foundation walls where required and shall comply with the following, unless otherwise noted: G.1.Minimum of 4" bearing. G.2.Height and width as required by beam. IV. MASONRY A. See structural drawings by others for load bearing masonry. B. Adhered Masonry Veneer (Stone and Brick) 1. Provide units as specified by Builder. 2. Adhered Masonry Veneer shall, in addition to complying with governing codes, comply with the standards and recommendations for the following applicable references: • Manufacturer's specifications and instructions. • National Concrete Masonry Association (NCMA) • American Concrete Institute (ACI) • Masonry Standards Joint Committee (MSJC) • Masonry Veneer Manufacturer's Association (MVMA) Installation Guide for Adhered Concrete Masonry Veneer 3. Provide minimum clearances as follows: • Four inches (4") above earth. • Two inches (2") above paved surfaces. • One-half inch (1/2") above exterior paved surfaces which are supported by the same foundation that supports the exterior wall. • Two inches (2") above roofing surfaces. 4. Install water resistive barriers, flashing and weep screeds in accordance with manufacturer's instructions and specifications, and in accordance with governing codes. C. Reinforcement shall comply with the following as minimum standards: 1. Bars: ASTM A615, grade 40, deformed bars. Overlap bars 24" minimum. 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 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 Column manufactured by AFCO Manufacturing (www.afcomfg.com) and shall meet or exceed the following standards. C.1.Minimum load carrying capacity: 15.28 kips for a column length of 9'-0" or less. C.2.Adjustable columns shall be 31/2" O.D. C.3.Adjustable columns shall be installed in accordance with manufacturer's specifications and installation instructions. Note: manufactured columns withadjustable screw jack assemblies may be installed with or without the adjustable screw jack assembly encased in concrete based on the load carrying capacities shown below. D.Prefabricated concrete-filled steel columns shall be manufactured by Dean Column Company (www.deancolumn.com) and shall meet or exceed the following standards: D.1.Minimum load carrying capacity: 16.5 kips for a column length of 6'-0" or less. 15.2 kips for a column length of 6'-0" to 7'-0". 14.2 kips for a column length of 7'-0" to 8'-0". 12.6 kips for a column length of 8'-0" to 9'-0". 11.3 kips for a column length of 9'-0" to 10'-0". D.2.Adjustable columns shall be 31/2" O.D. D.3.Adjustable columns shall be installed in accordance with manufacturer's specifications and installation instructions. Note: manufactured columns with adjustable screw jack assemblies may be installed with or without the adjustable screw jack assembly encased in concrete based on the load carrying capacities shown above. E.Column bearing plates E.1.Bottom bearing plate: 5" x 5" x 3/8" thick steel plate welded to the column with 1/8" fillet weld around the entire pipe. Column base plates shall be connected 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 weld around the entire pipe. Column cap size to accommodate the width of the beam supported by the lally column. Attach column cap to beam with (8) 16d nails. E.2.2.3/8" thick steel U-plate welded to the column with 1/8" fillet weld around the entire pipe. U-plate shall be the width of the beam x 8" long x 4" high. Attach U-plate to the vertical face of the wood beam with a minimum of (2) 3/4" diameter through bolts or lag bolts. F.Unless otherwise noted, provide a 2x plate bolted to the top flange of all steel beams with 3/8" diameter bolts staggered at 2'0" on center. Rigidly fasten all connecting rafters and joists as approved by governing codes. G.All metals including metal connectors, fasteners, anchors, hardware, flashing, etc. shall be non-corrosive and compatible with any and all materials which the metal comes in contact with including dissimilar metals, wood (natural, stained and painted), preservative treated wood, fire-retardant treated wood and concrete. VI. WOOD AND 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.com Western 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 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: Studs 10' in length and under: Stud. Studs over 10' in length: No. 2 and better. B.3.All headers and beams shall be free from splits, checks and shakes. C.Exterior framing lumber: provide lumber and materials meeting or exceeding the following standards of quality and minimum base design values: C.1.Preservative pressure treated framing lumber shall be Southern Pine No. 2 and better (values shown are for single 2x12): Fb:975 psi (extreme fiber stress in bending -single) Ft:550 psi (tension parallel to grain) Fv:90 psi (shear parallel to grain) Fc-perp:565 psi (compression perpendicular to grain) Fc-par:1,450 psi (compression parallel to grain) E:1,600,000 psi (modulus of elasticity) C.2.All headers and beams shall be free from splits, checks and shakes. D.Manufactured/engineered lumber for headers and beams: Provide manufactured/engineered lumber with the following minimum design values. D.1.Laminated Veneer Lumber (LVL) headers and beams: 2.0E E: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: 2.0E 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: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: 1.55E E: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: 2.1E E:2,100000 psi (modulus of elasticity) Fb:3,000 psi (flexural stress for 31/2" & 51/2" beam width) Fb:3,000 psi (flexural stress for 31/2" & 51/2" beam width) 2,800 psi (flexural stress for 7" beam width) Ft:1,350 psi (tension stress for 31/2" & 51/2" beam width) 1,300 psi (tension stress for 7" beam width) Fc-perp:805 psi (compression perpendicular to grain) Fv:300 psi (horizontal shear) D.5.Fasten multiple members together in strict accordance with manufacturer's recommendations unless otherwise noted on drawings. E.Manufactured/engineered lumber for columns and posts: Provide manufactured/engineered lumber with the following minimum design values. E.1.Parallel Strand Lumber (PSL) columns and posts: 1.8E 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) E.2.Laminated Strand Lumber (LSL) columns and posts: 1.3E E: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: 1.9E E:1,900000 psi (modulus of elasticity) Fb(XX):2,100 psi (bending about X-X axis) Fb(YY):2,100 psi (bending about Y-Y axis for depths < 51/2") 2,300 psi (bending about Y-Y axis for depths 51/2" to 11") Fc-par:1,700 psi (compression parallel to grain for depths < 51/2") 2,300 psi (compression parallel to grain for depths 51/2" to 11") F.Manufactured wood trusses: F.1.Provide wood trusses able to sustain the stated loads for the spans, profiles and arrangement shown on Drawings. F.2.Truss layout is schematic only. Truss manufacturer shall be responsible for the design (including spacing) of all trusses and shall submit shop drawings (sealed by a registered engineer) for approval by Builder. F.3.All trusses shall be installed according to manufacturer's specifications and recommendations. See below for attachment to plates at bearing. F.4.Roof trusses shall be designed and configured for no attic storage with the bottom chord of trusses designed for a 10 psf live load (assumed not to act concurrently with any other live load requirements). G.Sheathing: G.1.Roof Sheathing: G.1.1. Typical: 5/8" APA RATED SHEATHING EXP 1, 40/20 span rating minimum. G.1.2. Common Walls: Where shown on Drawings provide fire resistant sheathing as specified by Builder. G.2. Floor Sheathing: 3/4" T&G APA RATED ADVANTECH EXP 1, 24oc span rating minimum (glue & nail or glue & screw to floor framing members). G.3.Exterior Wall Sheathing: G.3.1. Typical: APA RATED SHEATHING EXP 1, 24/16 span rating minimum. Exterior walls shall be continuously sheathed with structural wall sheathing. Attach sheathing to studs with 10d commons, 6" o.c. edge spacing and 12" o.c. field spacing. G.3.2. Fire-rated walls: 5/8" type "X" gypsum sheathing panels. Install sheathing vertically to studs with 10d commons, 6" o.c. edge spacing and 12" o.c. field spacing. H.Rough Hardware: H.1.Steel Items: H.1.1.Comply with ASTM A7 or ASTM A36. H.1.2.Use galvanized at exterior locations. I.Floor framing, unless otherwise indicated shall be as follows: I.1.Lumber floor joists: I.1.1.Provide double header joists and trimmers at all floor openings. I.1.2.Provide double joists under all partitions parallel to joists. I.1.3.Provide two(2) rows of 1x3 cross bridging or metal bridging per joist span. J.Wall framing, unless otherwise noted shall be as follows: J.1.Exterior walls (bearing and non-bearing): 12' in height & under:2x4 studs, 16" o.c., 2x6 studs, 24" o.c. maximum. Over 12' in height:2x6 studs, 24" o.c. maximum, No. 2 grade or better. J.2.Interior bearing walls: 12' in height & under:2x4 studs, 16" o.c. maximum. Over 12' in height:2x6 studs, 16" o.c. maximum, No. 2 grade or better. J.3.Interior non-bearing walls: 12' in height & under:2x4 studs, 16" o.c. maximum. Over 12' in height:2x4 studs, 16" o.c. maximum. J.4.Top plates shall be as follows: 2x4 walls:2-2x4 plate. 2x6 walls:2-2x6 plate. J.5.All studs shall be continuous from bottom plate to top plate. K.Connections and fasteners: All wood members, systems and structures, and their fasteners shall be meet the provisions of the Building Code. Connectors and fasteners shall be installed in accordance with all fastener schedules and tables in the Building Code, as shown on the Drawings and as outlined below. K.1.Unless shown otherwise on Drawings, attach each rafter and roof truss to both top plates of wall with Simpson Strong-Tie (www.strongtie.com) connectors H1, H2A, H2.5A H2.5T or H10 (or approved equal). Install according to manufacturer's recommendations. K.2.Unless shown otherwise on Drawings, attach wall sheathing to studs with 8d common nails: 4" o.c. edge spacing; 12" o.c. field spacing. L.Stair construction shall consist of 3-2x12 stringers, 5/4" or 2x thick tread and 3/4" thick risers or shall be fabricated by component manufacturer. M.All wood plates bearing on concrete or masonry shall be pressure treated and installed over approved sill sealer. N.Provide solid wood blocking in floor system where concentrated loads occur so as to transfer load to framed wall, beam, header or foundation wall below. O.All exterior framing and decking shall be constructed of decay-resistant lumber. N.Interior trim shall be selected by Builder. VII. THERMAL AND MOISTURE 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: 1. Slab on grade: 3" extruded polystyrene, R-19.5 2. Foundation walls: • Below grade foundation wall: 3" extruded polystyrene, R-19.5 • Basement foundation wall: (interior side) 3" extruded polystyrene, R-19.5 3. Exterior frame wall: • 2x6: glass fiber, batts, R-21 4. Roof/Ceiling: • Vented attic and rafter areas: a. Attic areas: glass fiber, blown, R-60 b. Vaulted rafter areas: glass fiber, batts, R-49 5. Framed floor over unheated areas: glass fiber batts, R-38. 6. Install batts in continuous blankets without holes for electrical boxes, light fixtures or heating ductwork B. Moisture vapor retarder: 1. Exterior wall: Install code approved moisture vapor retarder (as specified by Builder) beneath gypsum panels on warm side of all exterior walls at conditioned spaces and as shown on Drawings. 2. Ceiling: Install code approved moisture vapor retarder (as specified by Builder) beneath gypsum panels on warm side of all ceilings. C. Water-resistive barrier: install code approved water-resistive barrier (as specified by Builder) over exterior wall sheathing of all exterior walls and as shown on Drawings. D. Roofing shall be specified by Builder and as shown on Drawings. E. Exterior wall covering: 1. Siding shall be specified by Builder and as shown on Drawings. 2. See Section IV. MASONRY for brick and stone veneer and manufactured stone and thin brick. F. Flashing: 1. Provide and install appropriate sheet metal and membrane flashing at all locations as required to prevent penetration of water through the exterior shell of the building. Provide and install appropriate flashing as shown on the drawings and at the following specific locations. a. Drip edge at all eave and rake edges. b. Roof/wall intersections. c. Roof penetrations such as skylights, roof vents, flues, etc. d. Roof crickets and saddles. e. Door and window head trim. f. Horizontal band boards. g. Deck to house connections. h. Masonry sills and caps. i. Provide through-wall flashing and weeps at the base of masonry veneer and above masonry lintels. 2. Materials and installations shall comply with governing codes and with pertinent recommendations contained in the current edition of the "Architectural Sheet Metal Manual" published by SMACNA. All metal flashing shall be hot-dip galvanized iron complying with ASTM A653/A653M or other approved corrosion-resistant metal. 3. 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 WINDOWS A. Doors: 1. Provide doors as follows and as specified by Builder: a. Entry doors and sidelights: as specified by Builder b. House/Garage door: Solid wood door not less than 13/8" thick; solid or honeycomb core steel door not less than 13/8" thick; or 20-minute fire-rated door. Door shall be self-closing. c. Overhead Garage doors: as specified by Builder. d. Patio doors (hinged): full glass as specified by Builder. e. Sliding glass doors: as specified by Builder. f. Interior doors: as specified by Builder. 2. Glazing in doors and sidelights shall be double-pane insulating glass. 3. Glazing in doors and sidelights shall be tempered glass as required by governing codes. B. Windows: 1. Provide windows as specified by Builder: a. Provide units of the size, style and quantity shown on Drawings. b. Glazing shall be double-pane insulating glass. c. Provide tempered glass in all windows meeting the requirements of governing codes. d. Provide and install all windows meeting the requirements of governing codes for "Window Fall Protection." e. Provide and install emergency escape and rescue windows meeting the requirements of governing codes. • Basements: Where required, provide and install window wells meeting the requirements of governing codes for emergency escape and rescue. C. Finish hardware shall be specified by Builder. Install all hardware required by governing codes. IX. FINISHES A. Gypsum Panels: 1. Gypsum panels, unless otherwise noted shall be provided as follows: a. Exterior walls: 1-layer 1/2" regular panels to interior face. b. Interior partitions: 1-layer 1/2" regular panels each side. c. Ceiling: • Supporting members greater than 16" o.c.: 1-layer 5/8" regular panels or 1-layer 1/2" "sag resistant" panels. • Supporting members 16" o.c. or less: 1-layer 1/2" regular panels. d. Garage (verify with Builder): • Provide 1-layer 5/8" type "X" panels to entire garage ceiling and all walls. e. 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. f. Common wall and common floor/ceiling between units: • See Drawings for construction of assemblies. 2. Provide and install metal corner bead and trim as recommended by gypsum wallboard manufacturer. 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: 1. Pre-manufactured direct vent gas units. 2. Manufacturer and model shall be specified by Builder. 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 [based on IRC-2015 R311.7.8, R312.1 and IBC-2015 1607.8] 1. Porches, balconies or raised floor surfaces located more than 30 inches above the floor or grade below shall have guards not less than 42 inches in height. Open sides of stairs with a total rise of more than 30 inches above the floor or grade below shall have guards not less than 34 inches in height measured vertically from the nosing of the treads. Required guards on open sides of stairways, raised floor areas, balconies and porches shall have intermediate rails or ornamental closures that do not allow passage of a sphere 4 inches in diameter. The triangular openings formed by the riser, tread and bottom rail of a guard at the open side of a stairway are permitted to be of such a size that a sphere 4 inches cannot pass through. 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. MECHANICAL A. General: 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. 2. Equipment and fixtures shall be specified by Builder. 3. Design and installation of equipment shall be the responsibility of the appropriate licensed contractors. B. Plumbing: 1. Water heater: natural gas fired as specified by Builder. 2. Provide appropriate supply water and sanitary lines to fixtures shown on Drawings (including clothes washer) and as specified by Builder. 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: 1. Heating system: natural gas-fired, forced air as specified by Builder. 2. Air conditioning system: as specified by Builder. 3. All HVAC equipment shall be individually switched. 4. Exhaust ventilation a. Dryer vent shall exhaust to exterior b. Range exhaust fan shall exhaust to exterior. c. Mechanical exhaust ventilation where indicated in bathrooms, water closet compartments and laundry rooms shall exhaust to exterior and provide a minimum of 5 air changes per hour. D. Radon Mitigation: Install radon mitigation systems as required by applicable codes meeting the requirements of ASTM E1465 and E2121. XVI. ELECTRICAL A. General: 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. 2. Equipment and fixtures shall be specified by Builder. 3. Design and installation of equipment shall be the responsibility of the appropriate licensed contractors. B. Service panel shall be minimum 20 amp, 40 circuit (Verify with Builder). C. Ground-fault and arc-fault circuit-interruption protection. 1. Provide and install ground-fault circuit-interrupters (GFI/GFCI) devices meeting the requirements of all governing codes. Provide ground-fault circuit-interrupters as shown on the Drawings and at all receptacles installed at the following locations: outdoors, kitchen, bath, powder room, laundry, garage, unfinished basement. 2. Provide and install arc-fault circuit-interrupter devices meeting the requirements of all governing codes. D. Smoke detectors and carbon monoxide detectors. 1. Provide and install certified smoke detectors, carbon monoxide detectors and combination smoke / carbon monoxide detectors meeting the requirements of all governing codes. 2. All detectors shall be interconnected, 110 volt powered, equipped with a battery backup and sound an alarm audible in all sleeping areas. 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. 4. Carbon monoxide detectors shall be installed in the immediate vicinity outside of the bedrooms and as shown on the Drawings. 5. Combination smoke / carbon monoxide detectors may be installed in lieu of separate detectors. E. Recessed incandescent light fixtures located in insulated areas shall be approved for zero-clearance insulation cover (IC). SF210303.00 -06/22/2022 DN DN UP 16 RISERSDN 15 RISERSDN A-2 A1.400 1 A1.500 2' - 6" 6' - 0" 8"5' - 4"14' - 4 1/2" 2' - 0 " 18 ' - 0 " 2' - 0 " 22 ' - 0 " 8" 5' - 3 " 8" 10 ' - 9 " 8" 6' - 0 " 5' - 0 " 5' - 6 " 5' - 6 " OPT PATIO 30 6 0 D H 30 6 0 D H 6' - 0" PORCH 5' - 4"8" 4' - 1" 15' - 8 1/2" 28' - 2 1/2" 31' - 0" 37' - 0" 2-ST R Y 9' - 0" CL G CL G 130 130 138 22 ' - 0 " PER SITE CONDITIONS22' - 0" 31' - 0" 37' - 0" A-1 A1.400 A-3 A1.400 11' - 9 1/2"7' - 0"12' - 2 1/2" 6' - 0 " 21' - 0" 3' - 5 1/2"5' - 2"2' - 10"5' - 2" 3' - 8"1' - 6"11' - 10 1/2" 21 0 6 8 28 6 8 30 6 8 w / 2040 DH TEMP 2040 DH TEMP 80 8 0 O G D 30 1 0 F X A B V . w/ 6010 FX ABV. 9' -0" CLG FAMILY 9' -0" CLG DINING 9' -0" CLG KITCHEN 9' -0" CLG O.E.9' -0" CLG FOYER 9' -0" CLG PWDR 8' -0"SLP. CLG CLG 30 6 8 S C 30 6 8 S C 24 6 8 24 6 8 2040 DH (2) 3068 FR DR (TEMP) 2040 DH TEMP 10 3 10 8 10 9 10 2 10 1 10 9 10 8 13 7 10 7 131 12 2 11 0 11 2 124 10 8 7' - 9 1/2"4' - 8 1/2" 2' - 9 1/2" 1' - 5"3' - 9" PER SITE CONDITIONS22' - 0" 6' - 0 " 3' - 4 1 / 2 " 11 ' - 1 0 1 / 2 " 9" 2' - 6 " 3' - 6 " 2' - 3 " 9' - 9 " 12 ' - 0 " 6' - 0 " 6' - 0 " 12 ' - 0 " 10 ' - 0 " 1-CAR GARAGE 126 129 127 128 2X 6 W A L L 2X 6 W A L L 2' - 2"3' - 0"2' - 10"5' - 2"3' - 5 1/2"1' - 11"8' - 4 1/2" 10 4 1' - 0"9' - 0" 6' - 0 " 4' - 0 " 7' - 6 " 4' - 6 " 1' - 0 1 / 2 " 3' - 1 " 1' - 1 0 1 / 2 " 16 ' - 0 " 145 8' - 0 " CL G 9'- 0 " CL G 152 150 IS S U E D A T E : RE V I S I O N S JOB NO: PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S .PRELIMINARYBSBDESIGN.COM 9/ 2 5 / 2 0 2 3 2 : 2 4 : 2 6 P M O : \ C A D \ D S M \ 2 0 2 1 \ S F 2 1 0 3 0 3 . 0 0 - O 'B r i e n B r o t h e r s - H i l l s i d e a t O ' B r i e n F a r m - P h a s e 2 S i n g l e F a m i l y \ S F - 1 0 \ S F - 1 0 _ R 2 0 1 9 . r v t A1.110 PLAN SF-10 SF210303.00 BB ST JM 09 -13 -20 2 3 Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y So u t h B u r l i n g t o n , V e r m o n t MAIN FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 FLOOR PLAN KEYNOTES 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 112 PED. SINK. 122 ROD & SHELF. 124 HANDRAIL. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 129 LINE OF FOUNDATION BELOW. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD OPENING 8'-0" AT MAIN FLOOR & 7'-0" AT UPPER FLOOR. 137 HALF WALL +34 1/2" A.F.F. W/ COUNTERTOP PER PLAN. 138 EXTERIOR GUARDRAIL W/ BALLUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 145 SHELF AT FINISH FLOOR LEVEL. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 152 TOWEL RING 48" A.F.F. SCALE: 1/4" = 1'-0" Main Floor Plan -Elevation A AREA SCHEDULE - STANDARD - ELEV A AREA NAME AREA ELEVATION A MAIN FLOOR LIVABLE 682 SF UPPER FLOOR LIVABLE 574 SF BASEMENT LIVABLE 415 SF LIVABLE 1671 SF 1-CAR GARAGE 264 SF PORCH 108 SF UNFINISHED BASEMENT 116 SF NON-LIVABLE 488 SF ELEVATION A 2159 SF GENERAL FLOOR PLAN NOTES • MAIN FLOOR WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". UPPER FLOOR AND BASEMENT LEVEL WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) • WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. • PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. • ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. • PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. • SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. • PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. • ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) • ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) • CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. • ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. • ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. • FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN 16 RISERS A-2 A1.400 6' - 11 1/2" 11' - 9" 2' - 6" 31' - 0"6' - 0" 20' - 2" 31' - 0"6' - 0" 2 - 30 5 0 D H 4' - 9 1/2"3' - 11 1/2"4' - 5 1/2"5' - 4"5' - 6" 8' - 5"10' - 10" 6' - 1 0 1 / 2 " 5' - 3 " 12 ' - 1 1 / 2 " 37' - 0" 37' - 0"PER SITE CONDITIONS22' - 0" A-1 A1.400 5' - 9 " 4' - 1 1 / 2 " 2' - 0 " 18 ' - 0 " 2' - 0 " 22 ' - 0 " 134 11' - 9" 123 22 ' - 0 " 10 ' - 0 " 12' - 10 1/2"4' - 1" 1 A1.500 26 6 8 16 6 8 26 6 8 2668 2040 DH TEMP 2040 DH 2668 26 6 8 26 6 8 2040 FX 2040 FX 2040 DH 6' - 8 1/2"8' - 8 1/2"2' - 3"5' - 4"5' - 6" 8' -0" CLG OWNER'S SUITE OPT 4010 FX OPT 4010 FX 30 5 0 D H 30 5 0 D H (2) 1668 (2) 1668 122 122 108 122 110 116 113 110 111111 121 118 119 (2) 2068 8' -0" CLG BEDROOM 3 8' -0" CLG BEDROOM 2 8' -0" CLG W.I.C. 8' -0" CLG OWNER'S BATH 8' -0" CLG BATH 2 8' - 0" C L G LA U N D R Y 11 7 131 124 12 2 6' - 1 0 " 3' - 0 " 3' - 0 " 6' - 6 1 / 2 " 9' - 6 1 / 2 " 2' - 7 1 / 2 " 9' - 1 0 " 22 ' - 0 " 10' - 10" 2X6 WALL 5' - 2 1/2"3' - 2 1/2"2' - 1"4' - 3 1/2"4' - 5 1/2" 4' - 1 1 / 2 " 5' - 1 1 / 2 " 3' - 6 1 / 2 " 3' - 5 1 / 2 " 4' - 3 1 / 2 " 1' - 5 1 / 2 " 12 ' - 0 " 134 PER SITE CONDITIONS22' - 0" 114 3' - 2 1/2"10' - 10" 150 151 150152 151 152 IS S U E D A T E : RE V I S I O N S JOB NO: PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S .PRELIMINARYBSBDESIGN.COM 9/ 2 5 / 2 0 2 3 2 : 2 4 : 2 8 P M O : \ C A D \ D S M \ 2 0 2 1 \ S F 2 1 0 3 0 3 . 0 0 - O 'B r i e n B r o t h e r s - H i l l s i d e a t O ' B r i e n F a r m - P h a s e 2 S i n g l e F a m i l y \ S F - 1 0 \ S F - 1 0 _ R 2 0 1 9 . r v t A1.120 PLAN SF-10 SF210303.00 BB ST JM 09 -13 -20 2 3 Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y So u t h B u r l i n g t o n , V e r m o n t UPPER FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV A AREA NAME AREA ELEVATION A MAIN FLOOR LIVABLE 682 SF UPPER FLOOR LIVABLE 574 SF BASEMENT LIVABLE 415 SF LIVABLE 1671 SF 1-CAR GARAGE 264 SF PORCH 108 SF UNFINISHED BASEMENT 116 SF NON-LIVABLE 488 SF ELEVATION A 2159 SF FLOOR PLAN KEYNOTES 108 BASE CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 113 SHOWER (36X48). 114 SHOWER SEAT 18" A.F.F. 116 TUB/SHOWER (33X60). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS. 124 HANDRAIL. 131 GYPSUM BOARD OPENING 8'-0" AT MAIN FLOOR & 7'-0" AT UPPER FLOOR. 134 LINE OF FRAMING BELOW. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F. SCALE: 1/4" = 1'-0" Upper Floor Plan -Elevation A GENERAL FLOOR PLAN NOTES • MAIN FLOOR WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". UPPER FLOOR AND BASEMENT LEVEL WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) • WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. • PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. • ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. • PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. • SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. • PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. • ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) • ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) • CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. • ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. • ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. • FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 9' - 1 1 / 8 " UPPER FLOOR UPPER PLATE 8' - 1 1 / 8 " TOP OF FOUNDATION 8 12 8 12 211 212 205 213 222 215 216 211 202 214 224 215 7 AD.1 10 AD.2 3 AD.2 1 AD.2 AD.3 2 8' - 0 " 8 AD.1 MAIN FLOOR MAIN PLATE 9' - 1 1 / 8 " UPPER FLOOR UPPER PLATE 8' - 1 1 / 8 " TOP OF FOUNDATION 8 12 8 12 211 212 213 202 214 10 AD.2 7 AD.1 1 AD.2 TOP OF FOUNDATION 9' - 1 1 / 8 " 4 12 4 12 GARAGE PLATE 10 AD.2 7 AD.1 4 AD.2 213 202 211 212 214 TOP OF FOUNDATION 9' - 1 1 / 8 " 4 12 4 12 GARAGE PLATE 213 202 212 211 10 AD.2 7 AD.1 4 AD.2 214 IS S U E D A T E : RE V I S I O N S JOB NO: PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S .PRELIMINARYBSBDESIGN.COM 9/ 2 5 / 2 0 2 3 2 : 2 4 : 2 9 P M O : \ C A D \ D S M \ 2 0 2 1 \ S F 2 1 0 3 0 3 . 0 0 - O 'B r i e n B r o t h e r s - H i l l s i d e a t O ' B r i e n F a r m - P h a s e 2 S i n g l e F a m i l y \ S F - 1 0 \ S F - 1 0 _ R 2 0 1 9 . r v t A1.200 PLAN SF-10 SF210303.00 BB ST JM 09 -13 -20 2 3 Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y So u t h B u r l i n g t o n , V e r m o n t EXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 EXTERIOR ELEV KEYNOTES 202 6" LAP SIDING. 205 BOARD & BATTEN. 211 1x8 FASCIA/RAKE. 212 5/4x6 FRIEZE TRIM. 213 5/4x6 CORNER TRIM. 214 5/4x4 TRIM. 215 5/4x6 TRIM. 216 5/4x8 TRIM. 222 COMPOSITION SHINGLES. 223 RAILING PER BUILDERS SPEC. 224 GABLE PEDIMENT. SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation Elevation A -Farmhouse EXTERIOR ELEVATION NOTES • REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. • GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. • BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. • PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. • INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. SCALE: 1/4" = 1'-0" Rear Elevation -Garage SCALE: 1/4" = 1'-0" Front Elevation -Garage MAIN FLOOR MAIN PLATE 9' - 1 1 / 8 " UPPER FLOOR UPPER PLATE 8' - 1 1 / 8 " TOP OF FOUNDATION 4 12 GARAGE PLATE 9' - 1 1 / 8 " 8' - 0 " 222 211 212 213 214 202 211 212 215 223 222 202 213 211 212 7 AD.1 11 AD.2 4 AD.2 1 AD.2 AD.3 2 MAIN FLOOR MAIN PLATE 9' - 1 1 / 8 " UPPER FLOOR UPPER PLATE 8' - 1 1 / 8 " TOP OF FOUNDATION 4 12 GARAGE PLATE 9' - 1 1 / 8 " 222 211 212 213 202 214 223 215 AD.3 2 1 AD.2 4 AD.2 7 AD.2 11 AD.2 8' - 0 " T.O.F. IS S U E D A T E : RE V I S I O N S JOB NO: PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S .PRELIMINARYBSBDESIGN.COM 9/ 2 5 / 2 0 2 3 2 : 2 4 : 2 9 P M O : \ C A D \ D S M \ 2 0 2 1 \ S F 2 1 0 3 0 3 . 0 0 - O 'B r i e n B r o t h e r s - H i l l s i d e a t O ' B r i e n F a r m - P h a s e 2 S i n g l e F a m i l y \ S F - 1 0 \ S F - 1 0 _ R 2 0 1 9 . r v t A1.201 PLAN SF-10 SF210303.00 BB ST JM 09 -13 -20 2 3 Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y So u t h B u r l i n g t o n , V e r m o n t EXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation EXTERIOR ELEV KEYNOTES 202 6" LAP SIDING. 205 BOARD & BATTEN. 211 1x8 FASCIA/RAKE. 212 5/4x6 FRIEZE TRIM. 213 5/4x6 CORNER TRIM. 214 5/4x4 TRIM. 215 5/4x6 TRIM. 216 5/4x8 TRIM. 222 COMPOSITION SHINGLES. 223 RAILING PER BUILDERS SPEC. 224 GABLE PEDIMENT. Elevation A -Farmhouse EXTERIOR ELEVATION NOTES • REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. • GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. • BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. • PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. • INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. A-2 A1.400 8: 1 2 8: 1 2 4:12 4: 1 2 4: 1 2 RAKE 1' - 0" TYP. EAVE 1' - 0" TYP. A-1 A1.400 A-3 A1.400 682 SF ZONE 1 264 SF ZONE 3 108 SF ZONE 2 IS S U E D A T E : RE V I S I O N S JOB NO: PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S .PRELIMINARYBSBDESIGN.COM 9/25/2023 2:24:30 PM O:\CAD\DSM\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvt A1.300 PLAN SF-10 SF210303.00 BB ST JM 09 -13 -20 2 3 Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y So u t h B u r l i n g t o n , V e r m o n t ROOF PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan -Elevation A NOTE: * REQUIRED NET FREE AREAS ARE CALCULATED BY MULTIPLYING THE ACTUAL ATTIC AREA (SQ FT) BY 1/300. 40%-50% OF TOTAL NET FREE VENTED AREA IS REQUIRED AT THE RIDGE (HIGH) WITH REMAINING REQUIRED IN THE SOFFIT (LOW). WHEN NO "HIGH / LOW" VENTING IS PROVIDED, THE REQUIRED NET FREE AREA IS 1/150 OF THE ACTUAL AREA. ATTIC VENTILATION SCHEDULE - ELEVATION A ZONE ATTIC AREA VENT RATIO REQUIRED UPPER VENTILATION REQUIRED LOWER VENTILATION ZONE 1 682 SF 1 / 300 1.14 SF 1.14 SF ZONE 2 108 SF 1 / 150 0.72 SF 0.00 SF ZONE 3 264 SF 1 / 300 0.44 SF 0.44 SF CONSTRUCTION ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE 8' - 1 1/8" TOP OF FOUNDATION BASEMENT FLOOR OWNER'S SUITE FAMILYFOYER FAMILY ROOF TRUSSES @ 24" O.C. 22' - 0" 8 12 8 12 HEEL 1' - 4" OWNER'S BATH A1 B1 C1 C1 D1 9' - 1 1/8" 8' - 8" MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION GARAGE PLATE HEEL 4" OWNER'S SUITE FOYER DINING KITCHEN MECHANICALFAMILY 1-CAR GARAGEPORCH 9' - 1 1/8" 8' - 8" W.I.C.HALL BEDROOM 2 A1 B1 C1 C1 D1 D1 B1 A1 ROOF TRUSSES @ 24" O.C. 6' - 0"31' - 0" 22' - 0" 37' - 0" T.O.F. BASEMENT FLOOR 8' - 1 1/8" 9' - 1 1/8" TOP OF FOUNDATION GARAGE PLATE 9' - 1 1/8" ROOF TRUSSES @ 24" O.C. 12' - 0" 4 12 4 12 1-CAR GARAGE A1 B1 D1 HEEL 4" IS S U E D A T E : RE V I S I O N S JOB NO: PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S .PRELIMINARYBSBDESIGN.COM 9/25/2023 2:24:30 PM O:\CAD\DSM\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvt A1.400 PLAN SF-10 SF210303.00 BB ST JM 09 -13 -20 2 3 Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y So u t h B u r l i n g t o n , V e r m o n t BUILDING SECTIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Building Sections Elevation A -Farmhouse SCALE: 1/4" = 1'-0" Section A-2 CONSTRUCTION ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. SCALE: 1/4" = 1'-0" Section A-1 SCALE: 1/4" = 1'-0" Section A-3 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 8' - 8" 11 1/2" 9' - 1 1/8" 10" 8' - 1 1/8" 2 R. 13 RISERS 15 RISERS 1 RISER 15 EQUAL RISERS 16 EQUAL RISERS 12 TREADS @ 10" EA. = 10' - 0" LANDING 3' - 1 1/2" 3'-2" MAX. 2'-10" MIN. LANDING MIN. CLEARANCE 6' - 8" MIN. CLEARANCE 6' - 8" 3'-2" MAX 2'-10" MIN IS S U E D A T E : RE V I S I O N S JOB NO: PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S .PRELIMINARYBSBDESIGN.COM 9/25/2023 2:24:31 PM O:\CAD\DSM\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvt A1.500 PLAN SF-10 SF210303.00 BB ST JM 09 -13 -20 2 3 Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y So u t h B u r l i n g t o n , V e r m o n t STAIR SECTION 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 1 Stair Section SCALE: 1/4" = 1'-0" SD C O SD TV TV D SD C O SD TV TV D HRV FURNACE 3 3 3 TO SWITCH ABOVE GF C I GFCI GF C I IS S U E D A T E : RE V I S I O N S JOB NO: PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S .PRELIMINARYBSBDESIGN.COM 9/25/2023 2:24:37 PM O:\CAD\DSM\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvt E1.100 PLAN SF-10 SF210303.00 BB ST JM 09 -13 -20 2 3 Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y So u t h B u r l i n g t o n , V e r m o n t BASEMENT ELECTRICAL PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL ELECTRICAL NOTES A. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. B. PROVIDE AND INSTALL GROUND FAULT CIRCUIT INTERRUPTERS (GFCI)AS REQUIRED BY 2015 IRC E3902 AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. C. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS / CUTOFFS. D. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. E. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E. FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. F. ALL BRANCH CIRCUITS THAT SUPPLY 120 VOLT, SINGLE-PHASE, 15 & 20 AMP RECEPTACLE OUTLETS INSTALLED IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR ROOMS OR AREAS, SHALL BE PROTECTED BY A COMBINATION TYPE ARC-FAULT CIRCUIT INTERRUPTER INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT PER IRC SECTION E3902.16. G. FIXTURES LOCATED IN CLOTHES CLOSETS SHALL BE COVERED AND COMPLY w/ 2015 IRC E4003.12 REGARDING DISTANCES AND TYPE OF FIXTURE. H. KITCHEN OVEN / RANGE AND ELECTRIC DRYER SHALL BE SUPPLIED BY 4-WIRE RECEPTACLE. I. ALL RECEPTACLE AND FIXTURE BOXES IN THE GARAGE SHALL BE OF METAL OR MATERIAL TESTED FOR FIRE RESISTIVE ASSEMBLIES AND INSTALLED IN ACCORDANCE WITH THE TESTED ASSEMBLY PER 2015 IRC E3902. J. ALL PRE-WIRED, CEILING-MOUNTED OUTLET BOXES SHALL BE LISTED IN ACCORDANCE WITH 2015 IRC E3905.8 TO SUPPORT A CEILING FAN, WHERE ACCEPTABLE. CEILING FANS NOT EXCEEDING 70 POUNDS (WITH OR WITHOUT ACCESSORIES) MAY BE SUPPORTED BY OUTLET BOXES PROVIDED THE BOXES ARE IDENTIFIED FOR SUCH USE PER 2015 IRC SECTION E3905.8. K. CEILING FANS OR LIGHTS INSTALLED OUTDOORS OR UNDER PATIO COVERS MUST BE LISTED FOR DAMP LOCATIONS PER 2015 IRC SECTION E4003.9. L. SPAS AND HYDRO-MASSAGE TUBS SHALL COMPLY WITH 2015 IRC SECTION E4209. M. ELECTRICAL PLAN DESIGNATES SCHEMATIC LAYOUT ONLY. ALL ELECTRICAL ELEMENTS TO BE VERIFIED BY BUILDER PRIOR TO START OF CONSTRUCTION. N. ARTIFICIAL LIGHTING MUST BE CAPABLE OF ILLUMINATION NO LESS THAN 1 FOOT-CANDLE, MEASURED AT CENTER OF TREADS AND LANDINGS. O. PROVIDE TAMPER RESISTANT RECEPTACLES PER IRC SECTION E4002.14. RECEPTACLES IN THE FOLLOWING LOCATIONS SHALL NOT BE REQUIRED TO BE TAMPER RESISTANT: 1) RECEPTACLES LOCATED MORE THAN 5'-6" ABOVE THE FLOOR. 2) RECEPTACLES THAT ARE PART OF A LUMINAIRE OR APPLIANCE. 3) A SINGLE RECEPTACLE FOR A SINGLE APPLIANCE OR A DUPLEX RECEPTACLE FOR TWO APPLIANCES, WHERE SUCH RECEPTACLES ARE LOCATED IN SPACES DEDICATED FOR THE APPLIANCES SERVED, AND, UNDER CONDITIONS OF NORMAL USE, THE APPLIANCES ARE NOT EASILY MOVED FROM ONE PLACE TO ANOTHER. P. PROVIDE DISCONNECT AT ALL HVAC EQUIPMENT WITH CLEAR ACCESS 30" WIDE BY 36" IN FRONT, WITHIN LINE OF SIGHT OF EQUIPMENT. Q. OUTLET BOXES IN WALLS USED AS LUMINAIRE OR LAMPHOLDER OR CEILING OUTLET BOXES USED EXCLUSIVELY FOR LIGHTING, THE BOX SHALL BE DESIGNED OR INSTALLED SO THAT A LUMINAIRE OR LAMPHOLDER CAN BE ATTACHED. SUCH BOXES SHALL BE CAPABLE OF SUPPORTING A LUMINAIRE WEIGHING UP TO 50 POUNDS, EXCEPT WALL OUTLETS WHEN PROPERLY LABELED. R. LIGHT FIXTURES IN CEILING ENVELOPE EITHER TYPE IC AIRTIGHT, TYPE IC MAX 2 CFM LEAKAGE, OR NON-IC IN AIRTIGHT BOX. NON-IC REQUIRES CLEARANCE TO COMBUSTIBLES. IRC N1102.4.5 & E4004.8. S. UNDERGROUND FEEDER CABLE TYPE UF REQUIRED FOR ANY UNDERGROUND INSTALLATIONS PER IRC SECTION E3801. T. NM WIRE SIZING PER IRC SECTIONS E3705.1 & E3705.4.4: 30 AMPS:#10 CU or #8 AL 40 AMPS:#8 CU or #6 AL 45 AMPS:#6 CU or #4 AL 50 AMPS:#6 CU or #4 AL 60 AMPS:#4 CU or #3 AL 100 AMPS:#1 CU or 1/0 AL U. CIRCULATING HOT WATER SYSTEMS SHALL BE PROVIDED w/ AUTOMATIC OR READILY ACCESSIBLE MANUAL SWITCH THAT CAN TURN OFF THE HOT-WATER CIRCULATING PUMP WHEN SYSTEM IS NOT IN USE. V. ALL 15A & 20A, 125V & 250V RECEPTACLES, INSTALLED OUTDOORS IN DAMP AND WET LOCATIONS, SHALL BE LISTED WEATHER-RESISTANT TYPE, WEATHER-PROOF COVER, AND TAMPER-RESISTANT PER 2015 IRC E4002.8, E4002.9, E4002.10, & E4002.14. ELECTRICAL DEVICE SWITCHES OVER COUNTER.......................................... WALL OUTLETS OVER COUNTER................................. REMAINING SWITCHES.................................................. WALL OUTLETS............................................................... BATH VANITY BRACKET OUTLET (1" ABOVE TOP OF MIRROR)............................. WATER SOFTENER & SUMP OUTLETS......................... TELEPHONE OUTLETS.................................................... TELEVISION OUTLETS.................................................... EXTERIOR GFCI OUTLETS.............................................. GARAGE GFCI (ABOVE GARAGE FLOOR)..................... BASEMENT WALL OUTLETS.......................................... FRONT DOOR COACH LIGHT.......................................... GARAGE DOOR COACH LIGHT (ABOVE GARAGE FLOOR)..................................... DINING AND NOOK FIXTURE...................................... FOYER AND STAIRWAY FIXTURE.............................. THERMOSTAT.................................................................. DOORBELL CHIMES......................................................... DOORBELL BUTTON.................................................... KITCHEN HOOD FAN 'WHIP'............................................ KITCHEN WALL HUNG MICROWAVE OUTLET................................................................... KITCHEN DISHWASHER RECEPTACLE..................... KITCHEN RANGE............................................................. KITCHEN REFRIGERATOR.............................................. ISLAND / PENINSULA........................................ WASHER / DRYER OUTLET............................................. CL =CENTER LINE 1 =FIELD VERIFY 2 =MASTER BATH STANDARD 36" HIGH VANITY TO BE RAISED 4" ABOVE FINISHED FLOOR 48" TO CL 48" TO CL 48" TO CL 12" TO CL 80" TO CL1,2 48" TO CL 12" TO CL 12" TO CL 12" TO CL 48" TO CL 48" TO CL 72" TO CL 84" TO CL 64" TO BTM OF FIXTURE 96" TO BTM OF FIXTURE 54" TO CL 84" TO CL LEVEL w/ DR HANDLE 66" TO CL 76" TO CL UNDER SINK 24" TO CL 48" TO CL LESS THAN 12" BELOW COUNTER 48" TO CL TR SW WP TV CH S T RJB J SD CO HD CO SD WP VP FL WP D EM ELECTRIC METER ELECTRIC PANEL ELECTRICAL SYMBOL LEGEND SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET FOUR-PLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET GROUND-FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET ARC-FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLET DUPLEX OUTLET IN FLOOR OVERHEAD DUPLEX OUTLET 220 VOLT OUTLET SPECIAL PURPOSE OUTLET / JUNCTION BOX DUPLEX OUTLET w/ USB WALL SWITCH THREE-WAY WALL SWITCH FOUR-WAY WALL SWITCH RHEOSTAT SWITCH DIMMER SWITCH THREE-WAY DIMMER SWITCH PUSH BUTTON KEYPAD WALL MOUNTED LED LIGHT FIXTURE WALL MOUNTED WEATHERPROOF LED LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE CEILING MOUNTED PENDANT LIGHT FIXTURE CEILING MOUNTED LED DISC LIGHT FIXTURE CEILING MOUNTED MINI-PENDANT LIGHT FIXTURE RECESSED LED LIGHT FIXTURE RECESSED VAPOR PROOF LIGHT FIXTURE (SUITABLE FOR WET or DAMP LOCATIONS) RECESSED WEATHERPROOF LED LIGHT FIXTURE RECESSED FLUORESCENT LIGHT FIXTURE MINI RECESSED LED LIGHT FIXTURE 110V SMOKE DETECTOR w/ BATTERY BACKUP & INTERCONNECTED CARBON MONOXIDE DETECTOR HEAT DETECTOR 110V SMOKE / CO DETECTOR w/ BATTERY BACKUP & INTERCONNECTED EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN / LIGHT COMBINATION (VENT TO EXTERIOR) EXHAUST FAN w/ HEAT LAMP (VENT TO EXTERIOR) JUNCTION BOX REINFORCED JUNCTION BOX THERMOSTAT SPEAKER DOOR CHIMES TELEVISION DATA DISCONNECT WP/GFCI GFCI AFCI 220V USB 3 3D PB KEYPAD 4 R D PEND DISC MINI PEND MINI COMBO CEILING MOUNTED WEATHERPROOF LED LIGHT FIXTURE STRUCTURED WIRING PANEL LOW VOLTAGE TRANSFORMER NOTE: SEE STANDARD FLOOR PLANS, ELECTRICAL PLANS, ROOF PLANS, AND ELEVATIONS, FOR INFORMATION NOT SHOWN, IN AREAS ADJACENT TO OPTIONS, THAT DOES NOT CHANGE. SCALE: 1/4" = 1'-0" Basement Electrical Plan -Elevation A WP W P WP WP WP SD C O 50 A CH TV EM WP DWP WP WP SD C O 50 A CH TV EM 3 WP/GFCI CHANDELIER TO FIXTURE ABOVE TO FIXTURE BELOW 3 3 3 3 WP / G F C I GFCI WP/GFCI WP/GFCI WP / G F C I GF C I GF C I GFCI GFCI GFCI 220V +84" AFF GFCI 3 GFCI IS S U E D A T E : RE V I S I O N S JOB NO: PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S .PRELIMINARYBSBDESIGN.COM 9/25/2023 2:24:38 PM O:\CAD\DSM\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvt E1.110 PLAN SF-10 SF210303.00 BB ST JM 09 -13 -20 2 3 Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y So u t h B u r l i n g t o n , V e r m o n t MAIN FLOOR ELECTRICAL PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Main Floor Electrical Plan -Elevation A GENERAL ELECTRICAL NOTES A. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. B. PROVIDE AND INSTALL GROUND FAULT CIRCUIT INTERRUPTERS (GFCI)AS REQUIRED BY 2015 IRC E3902 AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. C. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS / CUTOFFS. D. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. E. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E. FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. F. ALL BRANCH CIRCUITS THAT SUPPLY 120 VOLT, SINGLE-PHASE, 15 & 20 AMP RECEPTACLE OUTLETS INSTALLED IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR ROOMS OR AREAS, SHALL BE PROTECTED BY A COMBINATION TYPE ARC-FAULT CIRCUIT INTERRUPTER INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT PER IRC SECTION E3902.16. G. FIXTURES LOCATED IN CLOTHES CLOSETS SHALL BE COVERED AND COMPLY w/ 2015 IRC E4003.12 REGARDING DISTANCES AND TYPE OF FIXTURE. H. KITCHEN OVEN / RANGE AND ELECTRIC DRYER SHALL BE SUPPLIED BY 4-WIRE RECEPTACLE. I. ALL RECEPTACLE AND FIXTURE BOXES IN THE GARAGE SHALL BE OF METAL OR MATERIAL TESTED FOR FIRE RESISTIVE ASSEMBLIES AND INSTALLED IN ACCORDANCE WITH THE TESTED ASSEMBLY PER 2015 IRC E3902. J. ALL PRE-WIRED, CEILING-MOUNTED OUTLET BOXES SHALL BE LISTED IN ACCORDANCE WITH 2015 IRC E3905.8 TO SUPPORT A CEILING FAN, WHERE ACCEPTABLE. CEILING FANS NOT EXCEEDING 70 POUNDS (WITH OR WITHOUT ACCESSORIES) MAY BE SUPPORTED BY OUTLET BOXES PROVIDED THE BOXES ARE IDENTIFIED FOR SUCH USE PER 2015 IRC SECTION E3905.8. K. CEILING FANS OR LIGHTS INSTALLED OUTDOORS OR UNDER PATIO COVERS MUST BE LISTED FOR DAMP LOCATIONS PER 2015 IRC SECTION E4003.9. L. SPAS AND HYDRO-MASSAGE TUBS SHALL COMPLY WITH 2015 IRC SECTION E4209. M. ELECTRICAL PLAN DESIGNATES SCHEMATIC LAYOUT ONLY. ALL ELECTRICAL ELEMENTS TO BE VERIFIED BY BUILDER PRIOR TO START OF CONSTRUCTION. N. ARTIFICIAL LIGHTING MUST BE CAPABLE OF ILLUMINATION NO LESS THAN 1 FOOT-CANDLE, MEASURED AT CENTER OF TREADS AND LANDINGS. O. PROVIDE TAMPER RESISTANT RECEPTACLES PER IRC SECTION E4002.14. RECEPTACLES IN THE FOLLOWING LOCATIONS SHALL NOT BE REQUIRED TO BE TAMPER RESISTANT: 1) RECEPTACLES LOCATED MORE THAN 5'-6" ABOVE THE FLOOR. 2) RECEPTACLES THAT ARE PART OF A LUMINAIRE OR APPLIANCE. 3) A SINGLE RECEPTACLE FOR A SINGLE APPLIANCE OR A DUPLEX RECEPTACLE FOR TWO APPLIANCES, WHERE SUCH RECEPTACLES ARE LOCATED IN SPACES DEDICATED FOR THE APPLIANCES SERVED, AND, UNDER CONDITIONS OF NORMAL USE, THE APPLIANCES ARE NOT EASILY MOVED FROM ONE PLACE TO ANOTHER. P. PROVIDE DISCONNECT AT ALL HVAC EQUIPMENT WITH CLEAR ACCESS 30" WIDE BY 36" IN FRONT, WITHIN LINE OF SIGHT OF EQUIPMENT. Q. OUTLET BOXES IN WALLS USED AS LUMINAIRE OR LAMPHOLDER OR CEILING OUTLET BOXES USED EXCLUSIVELY FOR LIGHTING, THE BOX SHALL BE DESIGNED OR INSTALLED SO THAT A LUMINAIRE OR LAMPHOLDER CAN BE ATTACHED. SUCH BOXES SHALL BE CAPABLE OF SUPPORTING A LUMINAIRE WEIGHING UP TO 50 POUNDS, EXCEPT WALL OUTLETS WHEN PROPERLY LABELED. R. LIGHT FIXTURES IN CEILING ENVELOPE EITHER TYPE IC AIRTIGHT, TYPE IC MAX 2 CFM LEAKAGE, OR NON-IC IN AIRTIGHT BOX. NON-IC REQUIRES CLEARANCE TO COMBUSTIBLES. IRC N1102.4.5 & E4004.8. S. UNDERGROUND FEEDER CABLE TYPE UF REQUIRED FOR ANY UNDERGROUND INSTALLATIONS PER IRC SECTION E3801. T. NM WIRE SIZING PER IRC SECTIONS E3705.1 & E3705.4.4: 30 AMPS:#10 CU or #8 AL 40 AMPS:#8 CU or #6 AL 45 AMPS:#6 CU or #4 AL 50 AMPS:#6 CU or #4 AL 60 AMPS:#4 CU or #3 AL 100 AMPS:#1 CU or 1/0 AL U. CIRCULATING HOT WATER SYSTEMS SHALL BE PROVIDED w/ AUTOMATIC OR READILY ACCESSIBLE MANUAL SWITCH THAT CAN TURN OFF THE HOT-WATER CIRCULATING PUMP WHEN SYSTEM IS NOT IN USE. V. ALL 15A & 20A, 125V & 250V RECEPTACLES, INSTALLED OUTDOORS IN DAMP AND WET LOCATIONS, SHALL BE LISTED WEATHER-RESISTANT TYPE, WEATHER-PROOF COVER, AND TAMPER-RESISTANT PER 2015 IRC E4002.8, E4002.9, E4002.10, & E4002.14. ELECTRICAL DEVICE SWITCHES OVER COUNTER.......................................... WALL OUTLETS OVER COUNTER................................. REMAINING SWITCHES.................................................. WALL OUTLETS............................................................... BATH VANITY BRACKET OUTLET (1" ABOVE TOP OF MIRROR)............................. WATER SOFTENER & SUMP OUTLETS......................... TELEPHONE OUTLETS.................................................... TELEVISION OUTLETS.................................................... EXTERIOR GFCI OUTLETS.............................................. GARAGE GFCI (ABOVE GARAGE FLOOR)..................... BASEMENT WALL OUTLETS.......................................... FRONT DOOR COACH LIGHT.......................................... GARAGE DOOR COACH LIGHT (ABOVE GARAGE FLOOR)..................................... DINING AND NOOK FIXTURE...................................... FOYER AND STAIRWAY FIXTURE.............................. THERMOSTAT.................................................................. DOORBELL CHIMES......................................................... DOORBELL BUTTON.................................................... KITCHEN HOOD FAN 'WHIP'............................................ KITCHEN WALL HUNG MICROWAVE OUTLET................................................................... KITCHEN DISHWASHER RECEPTACLE..................... KITCHEN RANGE............................................................. KITCHEN REFRIGERATOR.............................................. ISLAND / PENINSULA........................................ WASHER / DRYER OUTLET............................................. CL =CENTER LINE 1 =FIELD VERIFY 2 =MASTER BATH STANDARD 36" HIGH VANITY TO BE RAISED 4" ABOVE FINISHED FLOOR 48" TO CL 48" TO CL 48" TO CL 12" TO CL 80" TO CL1,2 48" TO CL 12" TO CL 12" TO CL 12" TO CL 48" TO CL 48" TO CL 72" TO CL 84" TO CL 64" TO BTM OF FIXTURE 96" TO BTM OF FIXTURE 54" TO CL 84" TO CL LEVEL w/ DR HANDLE 66" TO CL 76" TO CL UNDER SINK 24" TO CL 48" TO CL LESS THAN 12" BELOW COUNTER 48" TO CL TR SW WP TV CH S T RJB J SD CO HD CO SD WP VP FL WP D EM ELECTRIC METER ELECTRIC PANEL ELECTRICAL SYMBOL LEGEND SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET FOUR-PLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET GROUND-FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET ARC-FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLET DUPLEX OUTLET IN FLOOR OVERHEAD DUPLEX OUTLET 220 VOLT OUTLET SPECIAL PURPOSE OUTLET / JUNCTION BOX DUPLEX OUTLET w/ USB WALL SWITCH THREE-WAY WALL SWITCH FOUR-WAY WALL SWITCH RHEOSTAT SWITCH DIMMER SWITCH THREE-WAY DIMMER SWITCH PUSH BUTTON KEYPAD WALL MOUNTED LED LIGHT FIXTURE WALL MOUNTED WEATHERPROOF LED LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE CEILING MOUNTED PENDANT LIGHT FIXTURE CEILING MOUNTED LED DISC LIGHT FIXTURE CEILING MOUNTED MINI-PENDANT LIGHT FIXTURE RECESSED LED LIGHT FIXTURE RECESSED VAPOR PROOF LIGHT FIXTURE (SUITABLE FOR WET or DAMP LOCATIONS) RECESSED WEATHERPROOF LED LIGHT FIXTURE RECESSED FLUORESCENT LIGHT FIXTURE MINI RECESSED LED LIGHT FIXTURE 110V SMOKE DETECTOR w/ BATTERY BACKUP & INTERCONNECTED CARBON MONOXIDE DETECTOR HEAT DETECTOR 110V SMOKE / CO DETECTOR w/ BATTERY BACKUP & INTERCONNECTED EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN / LIGHT COMBINATION (VENT TO EXTERIOR) EXHAUST FAN w/ HEAT LAMP (VENT TO EXTERIOR) JUNCTION BOX REINFORCED JUNCTION BOX THERMOSTAT SPEAKER DOOR CHIMES TELEVISION DATA DISCONNECT WP/GFCI GFCI AFCI 220V USB 3 3D PB KEYPAD 4 R D PEND DISC MINI PEND MINI COMBO CEILING MOUNTED WEATHERPROOF LED LIGHT FIXTURE STRUCTURED WIRING PANEL LOW VOLTAGE TRANSFORMER NOTE: SEE STANDARD FLOOR PLANS, ELECTRICAL PLANS, ROOF PLANS, AND ELEVATIONS, FOR INFORMATION NOT SHOWN, IN AREAS ADJACENT TO OPTIONS, THAT DOES NOT CHANGE. SD SD SD C O SD C O SD WP TV TV TV 30A SD SD SD C O SD C O SD WP TV TV TV 30A DN TO SWITCH 3 3 3 GFCI GF C I 22 0 V GF C I GF C I IS S U E D A T E : RE V I S I O N S JOB NO: PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S .PRELIMINARYBSBDESIGN.COM 9/25/2023 2:24:39 PM O:\CAD\DSM\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvt E1.120 PLAN SF-10 SF210303.00 BB ST JM 09 -13 -20 2 3 Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y So u t h B u r l i n g t o n , V e r m o n t UPPER FLOOR ELECTRICAL PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Upper Floor Electrical Plan -Elevation A GENERAL ELECTRICAL NOTES A. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. B. PROVIDE AND INSTALL GROUND FAULT CIRCUIT INTERRUPTERS (GFCI)AS REQUIRED BY 2015 IRC E3902 AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. C. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS / CUTOFFS. D. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. E. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E. FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. F. ALL BRANCH CIRCUITS THAT SUPPLY 120 VOLT, SINGLE-PHASE, 15 & 20 AMP RECEPTACLE OUTLETS INSTALLED IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR ROOMS OR AREAS, SHALL BE PROTECTED BY A COMBINATION TYPE ARC-FAULT CIRCUIT INTERRUPTER INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT PER IRC SECTION E3902.16. G. FIXTURES LOCATED IN CLOTHES CLOSETS SHALL BE COVERED AND COMPLY w/ 2015 IRC E4003.12 REGARDING DISTANCES AND TYPE OF FIXTURE. H. KITCHEN OVEN / RANGE AND ELECTRIC DRYER SHALL BE SUPPLIED BY 4-WIRE RECEPTACLE. I. ALL RECEPTACLE AND FIXTURE BOXES IN THE GARAGE SHALL BE OF METAL OR MATERIAL TESTED FOR FIRE RESISTIVE ASSEMBLIES AND INSTALLED IN ACCORDANCE WITH THE TESTED ASSEMBLY PER 2015 IRC E3902. J. ALL PRE-WIRED, CEILING-MOUNTED OUTLET BOXES SHALL BE LISTED IN ACCORDANCE WITH 2015 IRC E3905.8 TO SUPPORT A CEILING FAN, WHERE ACCEPTABLE. CEILING FANS NOT EXCEEDING 70 POUNDS (WITH OR WITHOUT ACCESSORIES) MAY BE SUPPORTED BY OUTLET BOXES PROVIDED THE BOXES ARE IDENTIFIED FOR SUCH USE PER 2015 IRC SECTION E3905.8. K. CEILING FANS OR LIGHTS INSTALLED OUTDOORS OR UNDER PATIO COVERS MUST BE LISTED FOR DAMP LOCATIONS PER 2015 IRC SECTION E4003.9. L. SPAS AND HYDRO-MASSAGE TUBS SHALL COMPLY WITH 2015 IRC SECTION E4209. M. ELECTRICAL PLAN DESIGNATES SCHEMATIC LAYOUT ONLY. ALL ELECTRICAL ELEMENTS TO BE VERIFIED BY BUILDER PRIOR TO START OF CONSTRUCTION. N. ARTIFICIAL LIGHTING MUST BE CAPABLE OF ILLUMINATION NO LESS THAN 1 FOOT-CANDLE, MEASURED AT CENTER OF TREADS AND LANDINGS. O. PROVIDE TAMPER RESISTANT RECEPTACLES PER IRC SECTION E4002.14. RECEPTACLES IN THE FOLLOWING LOCATIONS SHALL NOT BE REQUIRED TO BE TAMPER RESISTANT: 1) RECEPTACLES LOCATED MORE THAN 5'-6" ABOVE THE FLOOR. 2) RECEPTACLES THAT ARE PART OF A LUMINAIRE OR APPLIANCE. 3) A SINGLE RECEPTACLE FOR A SINGLE APPLIANCE OR A DUPLEX RECEPTACLE FOR TWO APPLIANCES, WHERE SUCH RECEPTACLES ARE LOCATED IN SPACES DEDICATED FOR THE APPLIANCES SERVED, AND, UNDER CONDITIONS OF NORMAL USE, THE APPLIANCES ARE NOT EASILY MOVED FROM ONE PLACE TO ANOTHER. P. PROVIDE DISCONNECT AT ALL HVAC EQUIPMENT WITH CLEAR ACCESS 30" WIDE BY 36" IN FRONT, WITHIN LINE OF SIGHT OF EQUIPMENT. Q. OUTLET BOXES IN WALLS USED AS LUMINAIRE OR LAMPHOLDER OR CEILING OUTLET BOXES USED EXCLUSIVELY FOR LIGHTING, THE BOX SHALL BE DESIGNED OR INSTALLED SO THAT A LUMINAIRE OR LAMPHOLDER CAN BE ATTACHED. SUCH BOXES SHALL BE CAPABLE OF SUPPORTING A LUMINAIRE WEIGHING UP TO 50 POUNDS, EXCEPT WALL OUTLETS WHEN PROPERLY LABELED. R. LIGHT FIXTURES IN CEILING ENVELOPE EITHER TYPE IC AIRTIGHT, TYPE IC MAX 2 CFM LEAKAGE, OR NON-IC IN AIRTIGHT BOX. NON-IC REQUIRES CLEARANCE TO COMBUSTIBLES. IRC N1102.4.5 & E4004.8. S. UNDERGROUND FEEDER CABLE TYPE UF REQUIRED FOR ANY UNDERGROUND INSTALLATIONS PER IRC SECTION E3801. T. NM WIRE SIZING PER IRC SECTIONS E3705.1 & E3705.4.4: 30 AMPS:#10 CU or #8 AL 40 AMPS:#8 CU or #6 AL 45 AMPS:#6 CU or #4 AL 50 AMPS:#6 CU or #4 AL 60 AMPS:#4 CU or #3 AL 100 AMPS:#1 CU or 1/0 AL U. CIRCULATING HOT WATER SYSTEMS SHALL BE PROVIDED w/ AUTOMATIC OR READILY ACCESSIBLE MANUAL SWITCH THAT CAN TURN OFF THE HOT-WATER CIRCULATING PUMP WHEN SYSTEM IS NOT IN USE. V. ALL 15A & 20A, 125V & 250V RECEPTACLES, INSTALLED OUTDOORS IN DAMP AND WET LOCATIONS, SHALL BE LISTED WEATHER-RESISTANT TYPE, WEATHER-PROOF COVER, AND TAMPER-RESISTANT PER 2015 IRC E4002.8, E4002.9, E4002.10, & E4002.14. ELECTRICAL DEVICE SWITCHES OVER COUNTER.......................................... WALL OUTLETS OVER COUNTER................................. REMAINING SWITCHES.................................................. WALL OUTLETS............................................................... BATH VANITY BRACKET OUTLET (1" ABOVE TOP OF MIRROR)............................. WATER SOFTENER & SUMP OUTLETS......................... TELEPHONE OUTLETS.................................................... TELEVISION OUTLETS.................................................... EXTERIOR GFCI OUTLETS.............................................. GARAGE GFCI (ABOVE GARAGE FLOOR)..................... BASEMENT WALL OUTLETS.......................................... FRONT DOOR COACH LIGHT.......................................... GARAGE DOOR COACH LIGHT (ABOVE GARAGE FLOOR)..................................... DINING AND NOOK FIXTURE...................................... FOYER AND STAIRWAY FIXTURE.............................. THERMOSTAT.................................................................. DOORBELL CHIMES......................................................... DOORBELL BUTTON.................................................... KITCHEN HOOD FAN 'WHIP'............................................ KITCHEN WALL HUNG MICROWAVE OUTLET................................................................... KITCHEN DISHWASHER RECEPTACLE..................... KITCHEN RANGE............................................................. KITCHEN REFRIGERATOR.............................................. ISLAND / PENINSULA........................................ WASHER / DRYER OUTLET............................................. CL =CENTER LINE 1 =FIELD VERIFY 2 =MASTER BATH STANDARD 36" HIGH VANITY TO BE RAISED 4" ABOVE FINISHED FLOOR 48" TO CL 48" TO CL 48" TO CL 12" TO CL 80" TO CL1,2 48" TO CL 12" TO CL 12" TO CL 12" TO CL 48" TO CL 48" TO CL 72" TO CL 84" TO CL 64" TO BTM OF FIXTURE 96" TO BTM OF FIXTURE 54" TO CL 84" TO CL LEVEL w/ DR HANDLE 66" TO CL 76" TO CL UNDER SINK 24" TO CL 48" TO CL LESS THAN 12" BELOW COUNTER 48" TO CL TR SW WP TV CH S T RJB J SD CO HD CO SD WP VP FL WP D EM ELECTRIC METER ELECTRIC PANEL ELECTRICAL SYMBOL LEGEND SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET FOUR-PLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET GROUND-FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET ARC-FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLET DUPLEX OUTLET IN FLOOR OVERHEAD DUPLEX OUTLET 220 VOLT OUTLET SPECIAL PURPOSE OUTLET / JUNCTION BOX DUPLEX OUTLET w/ USB WALL SWITCH THREE-WAY WALL SWITCH FOUR-WAY WALL SWITCH RHEOSTAT SWITCH DIMMER SWITCH THREE-WAY DIMMER SWITCH PUSH BUTTON KEYPAD WALL MOUNTED LED LIGHT FIXTURE WALL MOUNTED WEATHERPROOF LED LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE CEILING MOUNTED PENDANT LIGHT FIXTURE CEILING MOUNTED LED DISC LIGHT FIXTURE CEILING MOUNTED MINI-PENDANT LIGHT FIXTURE RECESSED LED LIGHT FIXTURE RECESSED VAPOR PROOF LIGHT FIXTURE (SUITABLE FOR WET or DAMP LOCATIONS) RECESSED WEATHERPROOF LED LIGHT FIXTURE RECESSED FLUORESCENT LIGHT FIXTURE MINI RECESSED LED LIGHT FIXTURE 110V SMOKE DETECTOR w/ BATTERY BACKUP & INTERCONNECTED CARBON MONOXIDE DETECTOR HEAT DETECTOR 110V SMOKE / CO DETECTOR w/ BATTERY BACKUP & INTERCONNECTED EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN / LIGHT COMBINATION (VENT TO EXTERIOR) EXHAUST FAN w/ HEAT LAMP (VENT TO EXTERIOR) JUNCTION BOX REINFORCED JUNCTION BOX THERMOSTAT SPEAKER DOOR CHIMES TELEVISION DATA DISCONNECT WP/GFCI GFCI AFCI 220V USB 3 3D PB KEYPAD 4 R D PEND DISC MINI PEND MINI COMBO CEILING MOUNTED WEATHERPROOF LED LIGHT FIXTURE STRUCTURED WIRING PANEL LOW VOLTAGE TRANSFORMER NOTE: SEE STANDARD FLOOR PLANS, ELECTRICAL PLANS, ROOF PLANS, AND ELEVATIONS, FOR INFORMATION NOT SHOWN, IN AREAS ADJACENT TO OPTIONS, THAT DOES NOT CHANGE. · S-0.1 GENERAL NOTES JOB NO:DRAWN: RE V I S I O N S IS S U E D A T E : PROJ MGR:CHECKED: 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Hi l l s i d e a t O ' B r i e n F a r m SF210303.00 JM JCTK, JPC, MR So u t h B u r l i n g t o n , V e r m o n t Vi l l a g e G r e e n H i l l t o p S i n g l e F a m i l y 8- 1 0 - 2 0 2 3 S-0.2 GENERAL NOTES JOB NO:DRAWN: RE V I S I O N S IS S U E D A T E : PROJ MGR:CHECKED: 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Hi l l s i d e a t O ' B r i e n F a r m SF210303.00 JM JCTK, JPC, MR So u t h B u r l i n g t o n , V e r m o n t Vi l l a g e G r e e n H i l l t o p S i n g l e F a m i l y 8- 1 0 - 2 0 2 3 • • • • • • • • • • • • · · · S-0.3 GENERAL NOTES JOB NO:DRAWN: RE V I S I O N S IS S U E D A T E : PROJ MGR:CHECKED: 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Hi l l s i d e a t O ' B r i e n F a r m SF210303.00 JM JCTK, JPC, MR So u t h B u r l i n g t o n , V e r m o n t Vi l l a g e G r e e n H i l l t o p S i n g l e F a m i l y 8- 1 0 - 2 0 2 3 TOP PLATE SPLICE AT INTERIOR 15 SHEAR WALLS AND ALL EXTERIOR WALLS INTERIOR WALL CONDITION 2 INTERIOR WALL CONDITION 1INTERIOR WALL CONDITION 3 78 ROOF TRUSS BRACING AT INTERIOR LOAD BEARING SHEARWALL LOCATIONS14 ROOF TRUSS PARALLEL TO INTERIOR SHEARWALL ROOF TRUSS OFFSET TO INTERIOR SHEARWALL13 12 INTERIOR SHEAR BLOCK DETAIL10 FIELD FABRCIATED SHEAR BLOCK DETAIL11 9 S-0.7 TYPICAL DETAILS JOB NO:DRAWN: RE V I S I O N S IS S U E D A T E : PROJ MGR:CHECKED: 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Hi l l s i d e a t O ' B r i e n F a r m SF210303.00 JM JCTK, JPC, MR So u t h B u r l i n g t o n , V e r m o n t Vi l l a g e G r e e n H i l l t o p S i n g l e F a m i l y 8- 1 0 - 2 0 2 3 CONTINUITY BLOCKING DETAIL16 C A Bearing Detail Bearing Detail ROOF TRUSS CONNECTION DETAILS17 B Bearing Detail D LOW ROOF TRUSS TO LEDGER CONNECTION E LOW ROOF TRUSS TO LEDGER CONNECTION ROOF TRUSS BRACING AT INTERIOR LOAD BEARING SHEARWALL LOCATIONS G AT HEELED TRUSSAT NON-HEELED TRUSS S-0.8 TYPICAL DETAILS JOB NO:DRAWN: RE V I S I O N S IS S U E D A T E : PROJ MGR:CHECKED: 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Hi l l s i d e a t O ' B r i e n F a r m SF210303.00 JM JCTK, JPC, MR So u t h B u r l i n g t o n , V e r m o n t Vi l l a g e G r e e n H i l l t o p S i n g l e F a m i l y 8- 1 0 - 2 0 2 3 TOP PLATE PENETRATION 20A DETAIL AT SHEARWALLS · · TOP PLATE PENETRATION DETAIL20B TYPICAL FRAMING AT BEARING19 TYPICAL FRAMING AT NON-BEARING22 ALLOWABLE HOLES AND NOTCHES IN STUDWALLS20 · · · · ALLOWABLE HOLES IN BEAMS23 FLOOR TRUSS PERPENDICULAR TO EXTERIOR WALL EXTERIOR WALL SHEATHING DETAIL FLOOR TRUSS PARALLEL TO EXTERIOR WALL 18 B A 21 SCALE: TYPICAL PERFORATED SHEARWALL 3/4"=1'-0" SHEATHING SHALL BE INSTALLED CONTINUOUS ACROSS ENTIRE LENGTH OF SHEAR WALL SECTION WALL OPENINGS WALL OPENINGS S-0.9 TYPICAL DETAILS JOB NO:DRAWN: RE V I S I O N S IS S U E D A T E : PROJ MGR:CHECKED: 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Hi l l s i d e a t O ' B r i e n F a r m SF210303.00 JM JCTK, JPC, MR So u t h B u r l i n g t o n , V e r m o n t Vi l l a g e G r e e n H i l l t o p S i n g l e F a m i l y 8- 1 0 - 2 0 2 3 WOOD BEAM TO WOOD COLUMN AND FOUNDATIONJOIST TO BEAM CONN.25 24EXTERIOR WALL SHEATHING DETAIL26 VALLEY TRUSS CONNECTION DETAIL28 9 12 Max. allowable slope AND POST TO FOUNDATION27 WOOD BEAM TO WOOD COLUMN S-0.10 TYPICAL DETAILS JOB NO:DRAWN: RE V I S I O N S IS S U E D A T E : PROJ MGR:CHECKED: 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Hi l l s i d e a t O ' B r i e n F a r m SF210303.00 JM JCTK, JPC, MR So u t h B u r l i n g t o n , V e r m o n t Vi l l a g e G r e e n H i l l t o p S i n g l e F a m i l y 8- 1 0 - 2 0 2 3 29 NARROW WALL BRACING30 FIRE ESCAPE WINDOW31 32 SILL PLATE & FRAMING ANCHORAGE DETAILS A TYPICAL SILL PLATE & FRAMING ANCHORAGE B SILL PLATE & FRAMING ANCHORAGE ATFRAMING PARALLEL TO FOUNDATION WALL(SEE FOUNDATION AND FRAMING PLANS FOR LOCATIONS) SECTION AT DECK S-0.11 TYPICAL DETAILS JOB NO:DRAWN: RE V I S I O N S IS S U E D A T E : PROJ MGR:CHECKED: 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Hi l l s i d e a t O ' B r i e n F a r m SF210303.00 JM JCTK, JPC, MR So u t h B u r l i n g t o n , V e r m o n t Vi l l a g e G r e e n H i l l t o p S i n g l e F a m i l y 8- 1 0 - 2 0 2 3 SHARED HOLDDOWN AT CORNER SHEARWALLS33 34 GABLE END DETAIL STAIR CONNECTION DETAILS 35 CANOPY AND BRACKET DETAILS36 S-0.12 TYPICAL DETAILS JOB NO:DRAWN: RE V I S I O N S IS S U E D A T E : PROJ MGR:CHECKED: 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Hi l l s i d e a t O ' B r i e n F a r m SF210303.00 JM JCTK, JPC, MR So u t h B u r l i n g t o n , V e r m o n t Vi l l a g e G r e e n H i l l t o p S i n g l e F a m i l y 8- 1 0 - 2 0 2 3 FORCE TRANSFER OVER WINDOW OPENINGS39 37 DETAIL AT HOLD DOWNRETAINING WALL @ GARAGE38INTERIOR STEM WALL40 S-0.13 TYPICAL DETAILS JOB NO:DRAWN: RE V I S I O N S IS S U E D A T E : PROJ MGR:CHECKED: 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Hi l l s i d e a t O ' B r i e n F a r m SF210303.00 JM JCTK, JPC, MR So u t h B u r l i n g t o n , V e r m o n t Vi l l a g e G r e e n H i l l t o p S i n g l e F a m i l y 8- 1 0 - 2 0 2 3 S-2.0PLAN SF-10 BASEMENT CEILING PLAN JOB NO:DRAWN: RE V I S I O N S IS S U E D A T E : PROJ MGR:CHECKED: 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Hi l l s i d e a t O ' B r i e n F a r m SF210303.00 JM JCTK, JPC, MR So u t h B u r l i n g t o n , V e r m o n t Vi l l a g e G r e e n H i l l t o p S i n g l e F a m i l y 8- 1 0 - 2 0 2 3 S-2.1PLAN SF-10 JOB NO:DRAWN: RE V I S I O N S IS S U E D A T E : PROJ MGR:CHECKED: 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Hi l l s i d e a t O ' B r i e n F a r m SF210303.00 JM JCTK, JPC, MR So u t h B u r l i n g t o n , V e r m o n t Vi l l a g e G r e e n H i l l t o p S i n g l e F a m i l y 8- 1 0 - 2 0 2 3 1ST FLOOR CEILING PLAN · · · · · · S-2.2PLAN SF-10 JOB NO:DRAWN: RE V I S I O N S IS S U E D A T E : PROJ MGR:CHECKED: 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Hi l l s i d e a t O ' B r i e n F a r m SF210303.00 JM JCTK, JPC, MR So u t h B u r l i n g t o n , V e r m o n t Vi l l a g e G r e e n H i l l t o p S i n g l e F a m i l y 8- 1 0 - 2 0 2 3 2ND FLOOR CEILING PLAN · · · · · · S-2.3PLAN SF-10 SECOND FLOOR ROOF PLAN JOB NO:DRAWN: RE V I S I O N S IS S U E D A T E : PROJ MGR:CHECKED: 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Hi l l s i d e a t O ' B r i e n F a r m SF210303.00 JM JCTK, JPC, MR So u t h B u r l i n g t o n , V e r m o n t Vi l l a g e G r e e n H i l l t o p S i n g l e F a m i l y 8- 1 0 - 2 0 2 3 · · · · · · S-2.8PLAN SF-10 JOB NO:DRAWN: RE V I S I O N S IS S U E D A T E : PROJ MGR:CHECKED: 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Hi l l s i d e a t O ' B r i e n F a r m SF210303.00 JM JCTK, JPC, MR So u t h B u r l i n g t o n , V e r m o n t Vi l l a g e G r e e n H i l l t o p S i n g l e F a m i l y 8- 1 0 - 2 0 2 3 GARAGE ROOF PLAN GARAGE MAIN FLOOR CEILING PLAN · · · · · · · · · · · · · · · · S-3.0PLAN 10 1ST FLOOR SHEARWALL PLAN JOB NO:DRAWN: RE V I S I O N S IS S U E D A T E : PROJ MGR:CHECKED: 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Hi l l s i d e a t O ' B r i e n F a r m SF210303.00 JM JCTK, JPC, MR So u t h B u r l i n g t o n , V e r m o n t Vi l l a g e G r e e n H i l l t o p S i n g l e F a m i l y 8- 1 0 - 2 0 2 3 · · · · · · · · · · · · · · · · S-3.1PLAN 10 2ND FLOOR SHEARWALL PLAN JOB NO:DRAWN: RE V I S I O N S IS S U E D A T E : PROJ MGR:CHECKED: 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Hi l l s i d e a t O ' B r i e n F a r m SF210303.00 JM JCTK, JPC, MR So u t h B u r l i n g t o n , V e r m o n t Vi l l a g e G r e e n H i l l t o p S i n g l e F a m i l y 8- 1 0 - 2 0 2 3 · · · · · · · · · · · · · · · · S-3.4PLAN 10 GARAGE SHEARWALL PLAN JOB NO:DRAWN: RE V I S I O N S IS S U E D A T E : PROJ MGR:CHECKED: 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Hi l l s i d e a t O ' B r i e n F a r m SF210303.00 JM JCTK, JPC, MR So u t h B u r l i n g t o n , V e r m o n t Vi l l a g e G r e e n H i l l t o p S i n g l e F a m i l y 8- 1 0 - 2 0 2 3 MAIN FLOOR MAIN PLATE 9' - 1 1 / 8 " UPPER FLOOR UPPER PLATE 8' - 1 1 / 8 " TOP OF FOUNDATION 10 " 11 1 / 2 " 8 12 8 12 211 212 205 213 222 215 216 211 202 214 224 215 7 AD.1 10 AD.2 3 AD.2 1 AD.2 AD.3 2 8' - 0 " 8 AD.1 MAIN FLOOR MAIN PLATE 9' - 1 1 / 8 " UPPER FLOOR UPPER PLATE 8' - 1 1 / 8 " TOP OF FOUNDATION 11 1 / 2 " 10 " 8 12 8 12 211 212 213 202 214 10 AD.2 7 AD.1 1 AD.2 PCG TOP OF FOUNDATION 9' - 1 1 / 8 " 4 12 4 12 GARAGE PLATE 10 AD.2 7 AD.1 4 AD.2 213 202 211 212 214 TOP OF FOUNDATION 9' - 1 1 / 8 " 4 12 4 12 GARAGE PLATE 213 202 212 211 10 AD.2 7 AD.1 4 AD.2 214 IS S U E D A T E : RE V I S I O N S JOB NO:PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S . A1.200 PLAN SF-10 SF210303.00 BB ST JM -- Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y So u t h B u r l i n g t o n , V e r m o n t EXTERIOR ELEVATIONS - ELEVATION A EXTERIOR ELEV KEYNOTES 202 6" LAP SIDING. 205 BOARD & BATTEN. 211 1x8 FASCIA/RAKE. 212 5/4x6 FRIEZE TRIM. 213 5/4x6 CORNER TRIM. 214 5/4x4 TRIM. 215 5/4x6 TRIM. 216 5/4x8 TRIM. 222 COMPOSITION SHINGLES. 223 RAILING PER BUILDERS SPEC. 224 GABLE PEDIMENT. SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation Elevation A -Farmhouse EXTERIOR ELEVATION NOTES •REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. •GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. •BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. •PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. •INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. SCALE: 1/4" = 1'-0" Rear Elevation -Garage SCALE: 1/4" = 1'-0" Front Elevation -Garage 23 '