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Home My WebLink AboutPLANS New SFD 930 Vista Ln 2022-02-07STEVENSON RESIDENCE 930 Vista Lane Estes Park, CO 80517 ©2022 Interstice Architectural Studio, LLC Site Plan Scale: 1/16" = 1'-0"north 0 4 8 16 24 32 Generated by REScheck-Web Software Compliance Certificate Project Stevenson Residence Energy Code:2015 IECC Location:Estes Park, Colorado Construction Type:Single-family Project Type:New Construction Conditioned Floor Area:2,903 ft2 Glazing Area 13% Climate Zone:5 (7944 HDD) Permit Date: Construction Site: 930 Vista Lane Estes Park, CO 80517 Owner/Agent: Joe Calvin Interstice Architectural Studio, LLC PO Box 1555 Estes Park, CO 80517 (970) 420-8264 joe@intersticearch.com Designer/Contractor: Joe Calvin Interstice Architectural Studio, LLC 1520 Raven Ct, Unit E Estes Park, CO 80517 (970) 420-8264 joe@intersticearch.com Permit Number: Compliance: Passes using UA trade-off 0.0% Better Than Code Maximum UA:433 Your UA:433 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Compliance: Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Assembly Gross Area or Perimeter Cavity R-Value Cont. R-Value Prop. U-Factor Req. U-Factor Prop. UA Req. UA All Ceilings at bottom chord of standard trusses: Flat Ceiling or Scissor Truss 1,588 49.0 0.0 0.026 0.026 41 41 South Wall incl 3' return - 2x6 framing w/ 2" polyurethane foam and 3.5" FG batt insul: Wood Frame, 16" o.c. 2,103 26.0 0.0 0.052 0.060 96 110 (9) Fixed, Awning and Casement Windows on South Wall: Wood Frame 160 0.260 0.320 42 51 (2) Sliding Glass Doors: Wood Frame 104 0.330 0.320 34 33 East Wall incl 3' return - 2x6 framing w/ 2" polyurethane foam and 3.5" FG batt insul: Wood Frame, 16" o.c. 569 26.0 0.0 0.052 0.060 26 30 (3) Awning and Casement Windows - aluminum clad wood: Wood Frame 43 0.260 0.320 11 14 (3) FG Awning Windows at Wet Locations: Vinyl Frame 18 0.280 0.320 5 6 North Wall incl 4' return and wall between house and garage - 2x6 framing w/ 2" polyurethane foam and 3.5" FG batt insul: Wood Frame, 16" o.c. 327 0.0 0.0 0.238 0.060 58 15 Door to Garage - Solid Wood Fire Rated: Solid Door (under 50% glazing)21 0.450 0.320 9 7 Project Title: Stevenson Residence Data filename:Page 1 of 2 09/24/21Report date: Assembly Gross Area or Perimeter Cavity R-Value Cont. R-Value Prop. U-Factor Req. U-Factor Prop. UA Req. UA Front Door, Sidelite and Door to RV Pad: Glass Door (over 50% glazing)62 0.330 0.320 20 20 West Wall - 2x6 framing w/ 2" polyurethane foam and 3.5" FG batt insul: Wood Frame, 16" o.c.621 26.0 0.0 0.052 0.060 27 32 (7) Fixed, Awning and Casement Windows: Wood Frame 96 0.260 0.320 25 31 Floors at Cantilevers over open space - R38 FG Batt Insulation: All-Wood Joist/Truss 84 38.0 0.0 0.026 0.033 2 3 Basement Floor Slab - 2' wide x 2" thick XPS-HS rigid insulation flat around perimeter - vertical EJ/thermal break not counted: Slab-On-Grade (Unheated) Insulation depth: 2.0' 156 10.4 0.767 0.033 0 0 Concrete Walls at Lower Level with Interior Furring and 3.5" polyurethane foam - East, North and West orientations - wall and g: Solid Concrete or Masonry Wall height: 7.0' Depth below grade: 6.0' Insulation depth: 7.0' 790 19.3 0.0 0.047 0.050 37 40 Name - Title Signature Date Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: Stevenson Residence Data filename:Page 2 of 2 09/24/21Report date: Joseph E Calvin - Architect 9/23/21 Vicinity Map Estes Park, Colorado Not to Scale north General Notes 1. Do not scale drawings for dimensions. Dimensions are typically to face of masonry or concrete and face of framing member, unless otherwise noted. 2. Clean-up of rubbish and debris resulting from work shall be collected regularly from project site and legally disposed of. 3. All weather-exposed surfaces shall have a weather-resistive barrier to protect the interior wall covering and exterior openings shall be flashed in such a manner as to make them weatherproof. 4. Contractors are responsible for all materials and quantities shown in these drawings graphically as well as those called for by note. 5. The Contractor shall obtain all necessary permits to complete the proposed work and shall comply with all local, state, and federal regulations. 6. All materials and construction shall be completed in accordance with the requirements of Town of Estes Park and the 2015 IRC. 7. GC provide concrete splash blocks at all downspout locations. 8. This project includes a passive radon mitigation system - Refer to Detail 1/A3. 9. Portable fire extinguishers on permanent wall bracket shall be provided and installed in accordance with the current International Fire Code and Fire Code Standard number 10-1. Fire extinguishers shall be 10 lb multi-purpose ABC type, manufactured by JL Industries or approved substitute. See Sheet A5 for location. 10. Field verify all rough openings and wall widths prior to ordering or fabrication of materials. 11. Provide blocking in all walls as required for door stops, fixtures, accessories, cabinetry and shelving (including shelving by Owner) - verify locations with Architect prior to drywall. Blocking may be either 2x8 Douglas Fir lumber or 8" wide 24 ga galvanized steel strapping per GC's option. 12. Provide submittals/shop drawings to the Architect for the following items and materials. Provide samples for all items marked with asterisk* to the Architect for review and then to the Owner for approval. a. Exterior Siding and Trim* These drawings illustrate James Hardie cementitious siding, trim and soffit products. Allura is an approved substitute. b. Synthetic Stone Veneer and Natural Colorado Stone Cap* c. Roofing Shingles* d. Exterior Windows and Doors* e. Interior Doors, Frames and Hardware* f. Building Insulation g. Cabinetry, Countertops and Hardware* h. Floor Finishes* j. Paints and Stains* k. Interior Wood Trim* m. Mechanical Systems n. Plumbing Fixtures p. Lighting Fixtures* 13. 8" Tall permanent building address numerals of a contrasting color shall be installed on the north elevation of the building. Location, size, etc to be reviewed and approved by the Fire Authority. 14. Mechanical and Plumbing systems are to be design-build. Document allowance for plumbing fixtures to the Owner in Bid. PEX piping is permitted based on a single central manifold design with continuous piping between the manifold and each individual fixture. Remote manifolds, junctions, unions, etc. are not permitted. 15. Electrical systems beyond the design provided on Sheet A16 of these drawings shall be design-build. Document allowance for lighting fixtures to the Owner. 16. Refer to Sheet A16 for cut sheets for exterior lighting fixtures. Color Legend In these drawings colors represent... Furniture and Appliances by Owner - Not In Contract 1 A1 Title Sheet and Site Plan A2 Foundation Plan A3 Lower Level Floor Plan A4 Floor & Deck Framing Plan A5 Upper Level Floor Plan A6 Timber Framing Plan A7 Roof Framing Plan A8 Roof Plan A9 Exterior Elevations A10 Exterior Elevations A11 Building Section & Openings A12 Building Sections A13 Building Sections A14 Wall Sections A15 Interiors A16 Power & Lighting Plans M1 Manual D HVAC Ductwork Lower Level M2 Manual D HVAC Ductwork Upper Level Sheet IndexPermit Information APPLICABLE CODES: 2015 International Residential Code (IRC) 2020 National Electric Code (NEC) MUNICIPALITY:Town of Estes Park PARCEL #: 2519355024 SCHEDULE:1633342 LOT NUMBER:23B LOT AREA: 18,007 sf = 0.41 Acres ZONING CLASSIFICATION:R-2 Setbacks 15'-0" front & rear, 10'-0" sides Maximum Height 30'-0" Minimum Building Width20'-0" OCCUPANCY: Single-Family Residence CONSTRUCTION TYPE: Type V-B (IBC Classification) - not-sprinklered FLOOR AREA: Conditioned Space Lower Level 1,403 sf Upper Level 1,500 sf Total Conditioned Space 2,903 sf Garage (Upper Level) 448 sf Front Porch (Upper Level) 248 sf RV Pad (Upper Level) 515 sf Deck (Upper Level) 159 sf BUILDING HEIGHT: Approx 25'-6" (highest ridge above exist grade) FEMA FLOOD ZONE:X - Area of Minimal Flood Hazard DESIGN CRITERIA: Project Elevation: 7550' Ground Snow Load (Pg): Tabular: 60 psf at 7000'; 70 psf at 8000' Interpolation: 60 + 10x0.55 = 66 psf Roof Snow Load: Importance Factor (Is) = 1.0 Exposure Factor (Ce) = 1.0 (Exposure C) Thermal Factor (Ct) = 1.1 (Heated Structure) Pf = 0.7 x Ce x Ct x Is = 0.77 x 66 psf = 51 psf Sloped Roof Load (Ps) - low slope No reduction taken Roof Dead Load: 15 psf At solar panels 3 psf - typical for such Floor Live Load: 40 psf Floor Dead Load (no concrete): 10 psf Deck Live Load (no hot tub): 66 psf Deck Dead Load: 10 psf Wind Speed: 175 mph Exposure C Altitude Correction Factor: 0.81 Seismic Design Category: B Minimum Roofing Classification: Class B Class B roof & ice barrier: Required Assumed Soil Bearing Pressure: 2,500 psf Project Narrative Construction of a new two-story single-family home as a permanent residence. Refer to floor areas in the permit information to the left. The foundation is conventionally formed concrete stem walls and retaining walls on continuous footings. There are also some concrete pad footings and cylindrical piers. Slabs-on-grade are provided for the lower level, the upper level garage, and a RV pad. All walls are conventionally wood framed. The elevated floor structure is framed with pre-engineered I-joists supported by steel post and beams. The roof is framed with pre-engineered 2x wood trusses. The home is insulated by rigid insulation below the perimeter of the lower level slab; furred-in lower level retaining walls with spray foam insulation; a combination of spray foam and batt insulation in framed walls; spray insulation at rim joists; and 15" of fiberglass batt insulation at the bottom chord of roof trusses. The house is heated by a gas fired forced air system. Kitchen and Laundry appliances are electric. REScheck Building Envelope Building Envelope Illustration Not to Scale Documents and Resources are available on the project web site… http://www.intersticearch.com/stevenson/ Electronic Documents 34 34 Project Site 930 Vista Lane Big Th o m p s o n A v e Our Lady of the Mountains Catholic Church Vi s t a LaneTowa r d Down t o w n 9-Hole Golf Course DOCTER CONSTRUCTION 515 Grand Estates Dr. Estes Park, CO 80517 (970)486-3033 docterconstruction@gmail.com JERRY & PATRICIA STEVENSON 950 Vista Lane Estes Park, CO 80517 AL & DARLENE STEVENSON Owners: Clients: Joe Calvin (970) 420-8264 joe@intersticearch.com Victoria Waters (970) 646-0539 vwaters@trailridgece.com VORtech Services LLC Mechanical Design Vance Richardson (970) 691-3134 v3033@comcast.net Tom Bergman (970) 443-8210 tom@vanhornengineering.com Re v i s i o n 2 S e t – 2 / 2 / 2 2 G G G G G G G T E E E E SS SS SS SS SS S S S S S S S S S S W W W W W VISTA LANE 15'-8" 12'-0" 12'-8" 3 5 ' - 9 " 10'-0" 9 3 ' - 1 0 " 10'-0" setback setback 10'-0" 1 5 ' - 0 " s e t b a c k s e t b a c k 10'-0" setback 10'-0" setback Maintain existing trees Existing Neighboring House 1 3 ' - 5 " Maintain and protect existing tree R49 15" FG batt insulation at bottom chord of roof trusses 7550' 7545' 7540' 7535' 7534' 7533' 7539' 7538' 7537' 7536' 7541' 7542' 7543' 7544' 754 6 ' 7547 ' 7548' 7549' 7551' 7552' 7553' 7554'7554' 7555' 7550' 7551' 7552' 7553' 7545' 7546' 7547' 7548' 7549' 7540' 7541' 7542' 7543' 7544' 7 5 3 5 ' 7 5 3 4 ' 75 3 3 ' 7539' 7 5 3 8 ' 7 5 3 7 ' 7 5 3 6 ' Upper Level FF (109'-1¾") = 7552.00' Lower Level FF (100'-0") = 7542.85' Garage Perimeter FF (109'-1¾") = 7552.00' RV Pad TO Slab (108'-5¼") = 7551.29' Porch TO Decking (109'-1½") = 7551.98' 51' 52' 52' 52' 53' 1 5 ' - 0 " 53' 54'54' 40' 39' Rip-Rap - min 2-layers 3"ϕ rocks in 6" deep geotech fabric lined recess - 6'-0" long, taper from 2'-0" to 5'-0" wide F D F D FDFD F D F DPatio TO Slope 7542.21' FD F D Framed Walls 2" spray-applied polyurethane foam + 3½" FG batt insulation = R26 Typical Windows U0.26 Sliding Doors U0.33 FG Windows U0.28Door to Garage U0.45 Front Door & Sidelite U0.33 Cantilevered Floor R38 12" FG batt insulation Cantilevered Floor R38 12" FG batt insulation Furred-In at Concrete Walls - R19.3 spray applied polyurethane insulation Furred-In at Concrete Walls - R19.3 spray applied polyurethane insulation Perimeter of Lower Level slab-on-grade 2" thick x 2'-0" wide R10 rigid insulation Proposed House A1 Condensing Unit on concrete or FG pad See Sheet M1 N 1 0 ° 3 0 ' 4 7 " W 2 0 9 . 3 1 ' S79°59'31"W 12 3 . 5 8 ' S 0 9 ° 1 5 ' 0 0 " E 7 3 . 9 2 S80°45'00"W 32.6 8 ' S1 2 ° 1 3 ' 2 7 " W 7 4 . 3 2 ' S 1 0 ° 0 5 ' 1 8 " E 6 3 . 2 9 ' L=60.00' TAN=30.03' R=601.86' 05°42'44" C=60.00' N78°48'10" A Registered Land Surveyor to located foundation corners to just within setbacks A Registered Land Surveyor to located foundation corners to just within setbacks Asphalt paving shall be 3" asphaltic concrete complying with Colorado Department of Transportation Grade S or SX specification over 4" sand and 4" gravel aggregate base course comply with CDOT Class 5 or Class 6 specification requirements - Depressions shall not exceed ¼" in 10'-0". 5" air-entrained, stamped & colored concrete slab reinforced with #4 at 16"oc each way - locate (1)EW and (2)NS 1" deep sawcut control joints Place layer of riverrock in space between drives around base of tree Pi s g a h K r u g e r R o c k Tw i n S i s t e r s Pro s p e c t Gia n t T r a c k Tay l o r Halle t t P e a k Eagl e C l i f f Jan 20, 20221 2 Feb 2, 20222 2/2/22 Sheet Number A1 Joseph E Calvin Date Sheet Title Title Sheet and Site Plan November 8, 2021 of 16 ST E V E N S O N R E S I D E N C E 93 0 V i s t a L a n e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 1 0 7 – S T E V E N S O N R E S I D E N C E F i l e : " 2 1 0 8 C D " M o d i ﬁ e d : W e d , F e b 2 , 2 2 P r i n t : W e d , F e b 2 , 2 2 D r a w n b y : J E C C h e c k e d b y : J E C APPROVED by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 02/07/2022 THIS STRUCTURE MUST COMPLY WITH THE REQUIREMENTS OF THE 2020 NATIONAL ELECTRICAL CODE All architectural plans, engineered foundation plans, soils reports, truss drawings, energy code report or ResCheck must be onsite for inspections. All Irrigation Sprinkler Taps Shall be Protected by an Approved Back Flow Device Floor Drain - connect to sanitary sewer - rim elev 99'-10½" Foundation Plan Scale: 1/4" = 1'-0"pl a n tr u e 0 1 2 4 6 8 43'-4"32'-8" 24 ' - 0 " 16 ' - 0 " 2' - 0 " 12 ' - 0 " 2' - 0 " 28'-8"47'-4" 32 ' - 0 " 8' - 0 " 4'-0" 8' - 0 " 24 ' - 0 " 23'-10"23'-6" 3'-0" 11'-8⅜" 13 ' - 0 " 6' - 3 ⅝" 8' - 0 " 16 ' - 3 ⅝" 11 ' - 1 0 " 5' - 0 " 13 ' - 1 0 " Foundation 3D View Not to Scale no r t h REINFORCING STEEL: a. All detailing, fabrication, and placement of reinforcing steel shall be in accordance with the "ACI Manual of Concrete Practice". b. Reinforcing bars shall conform to ASTM Specification A615 and shall be Grade 60, except ties, field bent bars where permitted by Note on Plan, or bars to be welded which shall be Grade 40. c. At splices, lap bars 36 diameters. At splices in masonry, lap bars 42 diameters. At corners, make horizontal bars continuous or provide corner bars. Around openings in walls and slabs, provide (2) #5's extending 2'-0" beyond edge of opening. d. Except as noted on the Drawings, minimum concrete protection for reinforcement shall be in accordance with ACI 318. e. Welded wire fabric shall conform to ASTM Specification A-185. ANCHOR BOLTS: Shall conform to ASTM F1554 Grade 36 with a min ½" diameter by 12" length. Anchor bolts shall be placed within 12" from building corners, concrete cold joints, and sill plates and shall be spaced at a maximum of 48" oc. Additional anchor bolt details shall be in accordance with the Drawing. Sill plates shall be held down at all anchor bolts with 3" x 3" x 3/16" plate washers. HOLD DOWNS This graphic illustrates the location of Holdown Strap Ties. Simpson STHD14 or STHD14-RJ BACKFILLING: Do not backfill against foundation walls until all adjacent floor framing is in place and securely anchored or until adequate temporary shoring is installed. COORDINATION: Electrical and Plumbing Contractors shall review sleeve locations and other blockouts as needed in formwork before concrete is placed. FOUNDATION DESIGN: Design of individual and continuous footings is based on a maximum allowable bearing pressure of 2500 lbs per square foot (dead load plus full live load) placed on the undisturbed natural soils, compacted structural fill or native stone, below frost depth. CAST-IN-PLACE CONCRETE: a. All concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI 318). b. All structural concrete shall have minimum 28-day compressive strengths as follows: Footings 3000 psi; slabs on grade 3500 psi. c. Concrete shall be proportioned utilizing Type 1/11 cement. Concrete susceptible to freezing shall be formulated for maximum frost resistance in accordance with "ACI Manual of Concrete Practice". d. Contractor shall notify Architect of cold joint locations prior to or during concrete forming. e. Cold weather and/or hot weather concreting procedures shall be provided, if conditions warrant, as recommended in the "ACI Manual of Concrete Practice". f. All anchor bolts shall be located at a minimum of 5 bolt diameters from concrete edge. Concrete footing and foundation shall have min frost protection of 30" to grade. Exterior deck piers shall be poured to elevations as shown on plans. g. Contractor verify top of footing and top of concrete elevations with existing and proposed grade. h. Saw-cut slab control joints shall be min 1" deep & min 12'-0" oc or less as may be shown on Plans. j. Place new slabs over 10-mil poly vapor barrier over 4" free-draining gravel over existing compacted soil. Refer to Sections for below-slab insulation. Foundation Notes 6'-6¾" 3' - 8 1 / 2 " 3' - 8 ½" 2' - 1 ½" 15'-7" 6' - 1 0 ⅜" 3'-8⅜"8'-0"8'-0"8'-3⅝"1'-8⅜" 14'-8"13'-4"8'-9¼" 14'-0"14'-0"19'-4" 10 ' - 9 " 7' - 0 " about ⅛" per ft Slope Slab Dn about ⅛" per ft Slope Slab Dn ab o u t ¼" p e r f t Sl o p e S l a b D n ab o u t ¼" p e r f t Sl o p e S l a b D n 4" floor drain - Rim elev 109'-0" Pipe through west wall to daylight See West Elevation Sheet A9 TO Wall 109'-1¾" TO Wall 109'-1¾" TO Wall 109'-1¾" TO Wall 109'-1¾" TO Ftg 103'-9¾" TO Ftg 103'-9¾" TO Ftg 103'-9¾" TO Ftg 103'-9¾" TO Ftg 103'-9¾" TO Wall 108'-5¾" TO Wall 108'-5¾" TO Wall 107'-8¾" TO Wall 107'-8¾"TO Wall 107'-8¾" TO Ftg 101'-9¾" TO Ftg 101'-9¾" TO Ftg 101'-9¾" TO Ftg 99'-4" TO Ftg 99'-4" TO Ftg 99'-4" TO Ftg 99'-4" TO Ftg 99'-4" TO Ftg 101'-9¾" TO Wall 103'-4" TO Wall 103'-4" TO Wall 105'-4" TO Ftg 97'-4" TO Ftg 97'-4" TO Ftg 97'-4" TO Ftg 97'-4" TO Wall 100'-0" TO Wall 100'-0" TO Wall 100'-0" TO Wall 100'-0" TO Wall 100'-0" TO Wall 99'-4" TO Wall 99'-4" TO Wall 103'-4" TO Wall 103'-4" TO Wall 105'-4" TO Wall 105'-4" TO Wall 107'-11⅝"TO Wall 107'-11⅝" TO Pad 99'-4" TO Pier 99'-4" TO Pier 99'-4" TO Future Pier 98'-2" TO Future Pier 98'-2" TO Future Pier 103'-6" TO Piers 108'-5¼" TO Pier 108'-5¼" TO Pier 108'-5¼" 24'-0"8" 18'-0"8"11'-4"21'-0" 1'-10" 14'-0" 8" 12'-0" 1'-10" 12'-0"8"21'-0" 7' - 0 " TO Wall 105'-4" Retaining Wall3Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6”Tall Foundation Wall2Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6”Low Foundation Wall1Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6” Va r i e s 0" t o 3 ' - 4 " re f t o P l a n 5' - 4 " ± 3'-0" 10 " 1'-0"8"2'-4" 7' - 1 1 5 / 8 " o r g r e a t e r 1 A2 1 A2 2 A2 1 A2 1 A2 2 A2 3 A2 3 A2 3 A2 2 A2 1 A2 1 A2 1 A2 2 A2 1 A2 1 A2 2'-0" 10 " 2'-0" 10 " 8" 8" 8" 4" thick concrete slab w/ fibermesh reinforcing & #4 bar cont at perimeter - see dtl 1/A3 for passive radon mitigation at perimeter and below mechanical room & future bathroom 5" thick concrete slab w/ 6"x6" W2.1xW2.1 WWF mid depth 4" thick concrete slab w/ 6"x6" W2.1xW2.1 WWF mid depth - slope as illustrated 12"ϕ x 44" conc piers with (3) #4 vert & (3) #3 ties 12"ϕ x 36" conc piers with (3) #4 vert & (3) #3 ties 24"ϕ bigfoot with 16"ϕ sonotube conc piers with (3) #4 vert & (3) #3 ties 16"ϕ x 44" conc piers with (3) #4 vert & (3) #3 ties Bowl / slope slab toward floor drain TO Slab 100'-0" TO Slab 100'-0" TO Slab 108'-5¼" TO Slab Perimeter 109'-1¾" 12" deep conc pad with (5) #4 north-south and (9) #4 east-west mid depth 1'-0" sq x ½" thick steel pate on ¾"± structural non-shrink grout with (4)⅝"x10" threaded rods epoxy 7" into concrete ⅜" fillet weld to HSS 3x0.25 round steel posts (2) #4 cont (2) #4 cont (2) #4 cont 2x6 treated sill plate in full bed of sill sealant w/ anchor bolts per Foundation Notes 2x6 treated sill plate in full bed of sill sealant w/ anchor bolts per Foundation Notes 2x6 treated sill plate in full bed of sill sealant w/ anchor bolts per Foundation Notes Spray-applied waterproofing Spray-applied waterproofing #5 vert at 16"oc #4 horz at 16"oc #5 at 16"oc 10" 3' - 2 " Free draining gravel wrapped in geotech fabric 4" perf PVC drain pipe wrapped in geotech fabric silt sleeve - slope 2% #4 x 2'-6" at 16"oc Extend waterproofing across footing (4) #4 cont 10-mil poly vapor barrier 4" gravel bed 2" R10 rigid insulation min 2'-0" wide around perimeter of slab 4" thick concrete slab w/ fibermesh reinforcing & #4 bar cont at perimeter ½" expansion joint - caulk #4 vert at 32"oc #4 horz at 16"oc Asphaltic damp proofing on exterior side below grade #4 at 16"oc 10" 2' - 2 " alternate direction (2) #4 cont 10-mil poly vapor barrier 10-mil poly vapor barrier 4" gravel bed 4" gravel bed2" R10 rigid insulation min 2'-0" wide around perimeter of slab 2" R10 rigid insulation min 2'-0" wide around perimeter of slab 4" thick concrete slab w/ fibermesh reinforcing & #4 bar cont at perimeter 4" thick concrete slab w/ fibermesh reinforcing & #4 bar cont at perimeter ½" expansion joint - caulk ½" expansion joint - caulk Future 2"± thin stone veneer to be selected by GC and Owner - grout over expanded metal 3" tall sandstone cap w/ drip edge - slope to drain grout into place and install cotton rope weeps at 24"oc 2" R10 rigid insulation & drain plane #5 vert at 16"oc Optional Pinning4Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6” Foundation wall - refer to other drawings for reinforcing If solid bedrock is encountered shallower than the footing depth shown in other wall sections, then the foundation wall may be doweled to the bedrock as illustrated with (1) #4 x 40" long dowel at 18" drilled and epoxied 20" into the bedrock Additional #4 following general profile of bedrock surface Surface of bedrock - max 35° slope - if over 35°, then remove and install footing per other sections 1' - 8 " m i n 2" m i n t o 6 " m a x 2' - 0 " 2¾" 14 ' - 3 " 7 A13typ 1 Jan 20, 20221 1 1 1 1 1 11 1 1 1 2 A12 2 A12 1 A11 1 A11 3 A12 3 A12 4 A13 4 A13 5 A13 5 A13 6 A13 6 A13 1/20/22 Sheet Number A2 Joseph E Calvin Date Sheet Title Foundation Plan November 8, 2021 of 16 ST E V E N S O N R E S I D E N C E 93 0 V i s t a L a n e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 1 0 7 – S T E V E N S O N R E S I D E N C E F i l e : " 2 1 0 8 C D " M o d i ﬁ e d : T h u , J a n 2 0 , 2 2 P r i n t : T h u , J a n 2 0 , 2 2 D r a w n b y : J E C C h e c k e d b y : J E C Reviewed by SAFEbuilt 02/07/2022 Lower Level Floor Plan Scale: 1/4" = 1'-0"pl a n tr u e 0 1 2 4 6 8 4'-7" 15 ' - 8 " 23'-8 1/2" Future Bedroom 14'-9"x9'-6" Mechanical 15'-0"x9'-3" Bathroom 10'-6"x5'-0" Future Family Room 23'-3"x20'-10" Storage 4'-0"x6'-0" Future Storage 19'-0"x21'-0" (2)HSS 3x0.25 round steel posts 6' - 0 " Slab-on-grade above Slab-on-grade above Braced Wall Types Type 1 2x6 at 16"oc Sheathing Exterior - 7/16" structural wood panels - blocked -or- ⅝" DensGlass sheathing panels - blocked N`bailed w/ 8d nails 4" oc at edges and 12" oc field Interior - ½" gypsum board with #6 drywall screws 6" oc at edges and 12" oc field Lower Level Braced Walls Scale: 3/32" = 1'-0"pl a n tr u e 0 4 8 12 16 20 E G M N L 3 N SR 16 Lower Level Walls 3D View Not to Scale no r t h Thickened slab (8" thick) at future deck stair landing post8x8 postup to 112'-7¾"8x8 p o s t up t o 1 1 2 ' - 7 ¾" Future stairs and landing (not part of this permit) 6x6 p o s t up t o 1 0 7 ' - 4 ½" Gas meter - verify location with Xcel Frostproof hose bib and reel Future plumbing fixtures and cabinetry (not part of this permit) Future walls and doors (not part of this permit) 2x4 at 16" furring full-height of concrete walls with full-depth spray-applied poly- urethane insulation - ½" gypsum board sheathing and 1x wood cap where lower than bottom of floor structure above 2x4 at 16" furring full-height of concrete walls with full-depth spray-applied poly- urethane insulation - ½" gypsum board sheathing and 1x wood cap where lower than bottom of floor structure above 2x4 at 16" furring full-height of concrete walls with full-depth spray-applied poly- urethane insulation - ½" gypsum board sheathing and 1x wood cap where lower than bottom of floor structure above 6½"2'-11"16'-6½"5'-10"2'-2" 2' - 1 ½" 2' - 1 1 " 6" 2' - 1 1 " 6" 2' - 1 1 " 2' - 4 1 / 2 " 7' - 0 " 6' - 1 1 / 2 " 2' - 1 1 " 1' - 8 ½" 3'-5"8'-6"5'-10"4'-1" 1'-0" 1'-0" TO Slab 100'-0" Landing` 101'-2⅝" 4' - 2 ½" Radon Mitigation at Slab-on-Grade1Not to Scale Install passive radon mitigation system below slab per dtl 1/A3 DS DS 7T @ 11" 8R @ 73/8" up up up (2)R at 75/16" (1)T at 11" 1' - 3 ½" Refer to Mechanical drawings for equipment 1 A14 2 A14 3 A14 General Notes 1. All work shall comply with governing codes for construction and universal accessibility including the 2015 IRC. 2. Do not scale drawings for dimensions. Dimensions are typically to face of masonry or concrete and face of framing member, unless otherwise noted. 3. Contractors are responsible for all materials and quantities shown in these drawings graphically as well as those called for by note. 4. All interior walls to be framed to structure above except where otherwise noted. 5. Field verify all rough openings and wall widths prior to fabrication and/or ordering of materials. 6. Contractor to run a continuous bead of sealant around all doors, windows, and other openings or joints. Leave adjacent surfaces clean and provide backer rod where needed. 7. Provide min 2x8 blocking in framed walls for countertops, cabinetry, fixtures, shelving brackets, accessories, and door stops. 8. Provide sound batt insulation at all interior walls - typical. Install thermal batt insulation at all framed exterior walls and furring locations at concrete walls.` 4" stamped & colored air-entrained concrete slab - see sections on sheet A11 for reinforcing Egress Simpson ABU88Z post base Simpson ABU88Z post base TO Slab 99'-4¼" TO Slab 99'-0" Step 98'-4¾" Step 97'-9½" ¼" per foot Slope Dn 2 A11 2 A12 2 A12 1 A11 1 A11 3 A12 3 A12 4 A13 4 A13 5 A13 5 A13 6 A13 6 A13 11/8/21 Sheet Number A3 Joseph E Calvin Date Sheet Title Lower Level Floor Plan November 8, 2021 of 16 ST E V E N S O N R E S I D E N C E 93 0 V i s t a L a n e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 1 0 7 – S T E V E N S O N R E S I D E N C E F i l e : " 2 1 0 8 C D " M o d i ﬁ e d : M o n , N o v 8 , 2 1 P r i n t : M o n , N o v 8 , 2 1 D r a w n b y : J E C C h e c k e d b y : J E C Reviewed by SAFEbuilt 02/07/2022 General Notes: -All rooms to be AFCI except bath, utility and unfinished rooms -Bath, utility and unfinished rooms to be GFCI -Backwater valves to remain accessible -Back flow protect all below grade fixtures -1/2” dry wall req’d for enclosed usable space under stairs -Smoke alarms req’d in each sleeping room -Smoke/CO alarms req’d w/in 15’vicinity of bedroom exteriors -Min 1 emergency escape and rescue opening req’d per bedroom General Residential Electrical Requirements - Smoke detectors required inside and outside all bedrooms. - Min. one smoke detector required on each level. - Carbon monoxide detectors required within 15' of all bedrooms throughout home. - All outlets less than 5'6" AFF to be tamper resistant. - All circuits arc-fault except bathrooms and unfinished areas. - Min. (2) 20A, dedicated, GFCI/AFCI protected, small appliance, countertop circuits required in kitchens. - Min. (1) 20A, dedicated, GFCI protected outlet required within 36" of all lavs. - Garage circuits to be dedicated, 20A, and GFCI protected. - Laundry circuit to be 20A, GFCI protected. - All GFCI devices must be readily accessible. - Crawlspace lighting circuits to be GFCI protected. - Service receptacles required within 25' of all appliances. (4) 2x 6 stud p a c k Floor & Deck Framing Plan Scale: 1/4" = 1'-0"pl a n tr u e 0 1 2 4 6 8 16"oc11⅞" RFPI-40 I - j o i s t 16"oc11⅞" RFPI-40 I - j o i s t 16"oc11⅞" RFPI-40 I - j o i s t 16"oc11⅞" RFPI-40 I - j o i s t 16 " o c 11 ⅞"R F P I - 4 0 I - j o i s t W14x26 Steel Beam - TOS=107'-11⅝" W14x26 Steel Beam - TOS=107'-11⅝" 16 " o c 2x 1 2 t r e a t e d j o i s t s 6x12 Beam 6x 1 2 B e a m 6x12 Beam Dbl 1¾"x11⅞" LVL Beam Flush Dbl 1¾"x11⅞" LVL Beam Flush Db l 1 ¾"x 1 1 ⅞" L V L B e a m F l u s h Db l 1 ¾"x 1 1 ⅞" L V L B e a m F l u s h Db l 1 ¾"x 1 1 ⅞" L V L B e a m F l u s h Dbl 1¾"x11⅞" LVL Beam Flush Db l 1 ¾"x 1 1 ⅞" L V L B e a m F l u s h Db l 1 ¾"x 1 1 ⅞" L V L B e a m F l u s h Dbl 1¾"x11⅞" LVL Beam Flush on 2 x 6 t r e a t e d s l e e p e r s 2x 6 t r e a t e d f r a m i n g a t 1 6 " o c Floor & Deck Framing 3D View Not to Scale no r t h Framing Notes STRUCTURAL WOOD FRAMING: a. Except where noted otherwise, all 2" lumber shall be Douglas Fir-Larch S4S #2 or better, and all solid timber beams and posts shall be Douglas Fir-Larch #1. Any proposed reclaimed lumber certified or graded by qualified professional to have equal or better properties than Douglas Fir Larch #1. b. 2x6 studs shall be Douglas Fir-Larch #2 or better. 2x4 studs shall be Stud grade or better Douglas Fir-Larch or Hem-Fir unless noted otherwise on the Drawings. c. Top and bottom plates shall be Douglas Fir-Larch #2 and better. d. Provide solid blocking at supports for wood joists. Within floor joist spaces beneath solid or built-up columns noted on Plans, blocking of area equivalent to column above shall be provided for proper load transfer. e. Provide solid blocking between joists above wall framing below and below wall framing above. f. Provide wind/seismic anchors at supports for all roof joists and trussed rafters. Anchor type shall be approved by Structural Engineer. g. Except as noted otherwise, minimum nailing shall be provided per the Nailing Schedule on Sheet A5. h. 2x6 studs shall be nailed to top plate with (2) 16d end nails and to sill plate with (3) 8d toenails or (2) 16d end nails. i. All floor and roof sheathing shall be APA rated sheathing, Exposure C. j. Panel identification index and/or thickness shall be as noted on the Drawings. Screw and glue plywood floor sheathing to floor joists with adhesive conforming to Manufacturer's directions. k. Unless otherwise noted, steel connectors such as those manufactured by the Simpson Company shall be used to join rafters, trusses, joists, or beams to other members at flush-framed conditions. Connector conditions not otherwise noted shall utilize hangers of a size specifically designed for the member supported, as shown in Manufacturer's published tables. The floor joist and roof truss manufacturers shall specify specific hangers on their shop drawings. l. All wood framing members in contact with concrete or CMU shall be either redwood or pressure treated. m. All architecturally exposed beams to be weather-resistant with stained finish. Exterior Walls: a. All exterior walls are 2x6 studs at 16" oc unless noted or dimensioned otherwise. Exterior bearing wall heights above 10'-0" are to be constructed of 2x6 Hem Fir #2 Studs at 16" oc. b. Provide (2) 2x10 header with (1) trimmer and (2) king studs at all new door & window openings unless otherwise noted. c. At beam bearing locations in stud walls, provide multiple-stud posts equal to width of bearing member unless noted otherwise. Overframing: a. Shaded areas on Roof Plan represent overframing. Provide 2x6 or 2x8 rafters at 16" oc with 2x4 cripple posts at 48" oc max to trusses/framing below (stagger posts) use (2) 2x8 at ridge & valley members. Interior Walls: a. Interior walls shall be 2x4 studs full height at 16" oc unless noted or dimensioned otherwise. b. Provide (2) 2x4 header with (1) 2x4 trimmer and (2) 2x4 king studs at each side of door & window openings typical unless noted otherwise on Plan. Roof Sheathing: a.⅝" OSB or CDX plywood, APA 40/20 b. All nails to be 8d Common or 10d Box. c. Sheathing to be nailed within 4 feet of the perimeter and ridge of the roof 3" o.c. edge and field. d. All other panels nailed 6" o.c. edge, 12" o.c. field. Nailing Schedule Joint Description Number of Common Nails Number of Box Nails Nail Spacing ROOF FRAMING Blocking to Rafter (Toe-Nailed)(2) 8d (2) 10d each end Rim Board to Rafter (End-Nailed)(2) 16d (3) 16d each end WALL FRAMING Top Plate to Top Plate (Face-Nailed)(2) 16d (2) 16d per foot Top Plates at Intersection (Face-Nailed)(4) 16d (5) 16d joints-each side Stud to Stud (Face-Nailed)(2) 16d (2) 16d 24" oc Header to Header (Face-Nailed 16d 16d 16" oc along edges Top or Bottom Plate to Stud (End-Nailed)(3) 16d (3) 40d per stud Bottom Plate to Floor Joist, Bandjoist, Endjoist or Blocking (Face-Nailed)(2) 16d (2) 16d per foot FLOOR FRAMING Joists to Sill, Top Plate or Girder (Toe-Nailed)(4) 8d (4) 10d per joist Bridging to Joist (Toe-Nailed)(2) 8d (2) 10d each end Blocking to Joist (Toe-Nailed)(2) 8d (2) 10d each end Blocking to Sill or Top Plate (Toe-Nailed)(3) 16d (4) 16d each block Ledger Strip to Beam (Face-Nailed)(3) 16d (4) 16d each joist Joist on Ledger to Beam (Toe-Nailed)(3) 8d (3) 10d per joist Band Joist to Joist (End-Nailed)(3) 16d (4) 16d per joist Band Joist to Sill or Top Plate (Toe-Nailed)(2) 16d (3) 16d per foot Joint Description Number of Common Nails Number of Box Nails Nail Spacing ROOF SHEATHING Wood Structural Panels 8d 10d see sheathing notes this sheet Diagonal Board Sheathing 1"x6" or 1"x8" 1"x10" or wider (2) 8d (3) 8d (2) 10d (3) 10d per support per support CEILING SHEATHING Gypsum Wallboard 5d coolers 5d coolers 7" edge / 10" field WALL SHEATHING Wood Structural Panels 8d 10d see sheathing notes Sheet A3 Structural Fiberboard Panels 1/2" 25/32" 11 ga. Galv. Roofing nail (0.120" x 1½" long x 7/16" head) 11 ga. Galv. Roofing nail (0.120" x 1¾" long x ⅜" head) – – 3" edge / 6" field 3" edge / 6" field Gypsum Wallboard 5d coolers 5d cooler 7" edge / 10" field Hardboard 8d 8d see Wood Frame Construction Manual Table 3.11 Particleboard Panels 8d 8d (see manufacturer) Diagonal Board Sheathing 1"x6" or 1"x8" 1"x10" or wider (2) 8d (3) 8d (2) 10d (3) 10d per support per support FLOOR SHEATHING Wood Structural Panels 1" or less greater than 1" 8d 10d 10d 16d 6" edge / 12" field 6" edge / 12" filed Diagonal Board Sheathing 1"x6" or 1"x8" 1"x10" or wider (2) 8d (3) 8d (2) 10d (3) 10d per support per support (2)2x10 Header w/ 1T&1K each end (2 ) 1 1 ⅞" L V L H e a d e r w / 2T & 2 K e a c h e n d (2)9¼" LVL Header w/ 2T&1K each end (2 ) 2 x 1 0 H e a d e r w / 1T & 1 K e a c h e n d (2 ) 9 ¼" L V L H e a d e r w / 2T & 1 K e a c h e n d (4) 2x 6 stud p a c k (4) 2x 6 stud p a c k (2)2x10 Header w/ 1T&2K each end (2)2x10 Header w/ 1T&1K each end 3' - 0 " ca n t i l e v e r 14'-0" 3'-0" 14 ' - 0 " cantilever 8' - 0 " 7¼" 7' - 4 ¾" 7¼" 7¼" 1'-4¾" 7¼"7'-5⅝"5½"7'-6½"5½"7'-6½"5½"3'-5⅝"3" 2x12 or I-joist roll blocking Locations shown are approximate Verify with wall layout above and manufacturer recommendations Individual blocking locations may be removed to accommodate ductwork 8x 8 p o s t up t o 1 1 7 ' - 3 ⅝" 6x 6 p o s t up t o 1 1 7 ' - 3 ⅝" 6x 6 p o s t up t o 1 1 7 ' - 3 ⅝" 6x 6 p o s t up t o 1 1 7 ' - 3 ⅝" 8x 8 p o s t up t o 1 1 7 ' - 3 ⅝" 7¼"7'-5⅝"5½"7'-6½"5½"7'-6½"5½"7'-6⅜"7¼" 15 ' - 4 ¾" 7¼" 6x 6 p o s t up t o 1 1 7 ' - 3 ⅝" 6x 6 p o s t up t o 1 1 7 ' - 3 ⅝" 6x 6 p o s t up t o 1 1 7 ' - 3 ⅝" 8x 8 p o s t up t o 1 1 7 ' - 3 ⅝" 8x 8 p o s t up t o 1 2 0 ' - 3 ⅝" 8x 8 p o s t up t o 1 2 0 ' - 3 ⅝" 19'-4"4'-0"24'-0" 15 ' - 9 ¼" 2x 1 2 l e d g e r 1 A14 2 A14 3 A14 11⅞" LVL or LSL rim joint - typ 11⅞" LVL or LSL rim joint - typ MSTC78 strap with (64) 16d sinkers from lower to upper studs Refer to detail 1/A4 for strapping and hanger at south end of steel SiLmpson ABU66Z post base - typ Simpson ABU66Z post base - typ Simpson ABU88Z post base Simpson ABU88Z post base Tr e a t e d 2 x 1 2 l e d g e r Tr e a t e d 2 x 1 2 l e d g e r Treated 2x12 ledger ⅜" fillet weld steel beams to posts South End of Steel1Not to Scale n o r t h North End of Steel2Not to Scale no r t h Simpson LSTA36 Strap attach to face of upper level studs adjacent to sliding door Simpson LSTA36 Strap attach to top of pate over steel and to stud pack below W14x26 steel beam - see plan Sister 2x12 x 24" to side of steel beam with (4) ¾" through bolts Double 1¾"x11⅞" LVL door header Simpson HUCQ410 hanger 2x6 x 6" bearing plate (4)2x6 stud pack - see plan (4) 2x 6 stud p a c k Simpson HUC612 hanger at both ends of all 6x12 deck beams Simpson LUS210 hangers at both ends of deck joists Attach ledger through sheathing to rim joists with ⅜"x3⅝" LedgerLoks at 8"oc stagger top to bottom 2¼" 2¼" 3 ½"6" 4"x6"x⅜" x 6" long steel angle 4"x4"x¼" x 6" long steel angle (6) ¾"x6" bolts - drill & epoxy into concrete (4) ¾" through bolts W14x26 steel beam - see plan 2 A4 1 A4 Attach ledger to face of concrete with Simpson Titan HD anchors 12"oc stagger top to bottom Attach ledger to face of concrete with Simpson Titan HD anchors 12"oc stagger top to bottom Db l 1 ¾"x 1 1 ⅞" L V L B e a m F l u s h Simpson IUS2.37/11.88 hangers - inverted at cantilever Simpson IUS2.37/11.88 hangers - inverted at cantilever Simpson IUS2.37/11.88 hangers - typ Simpson IUS2.37/11.88 hangers - typ Simpson IUS2.37/11.88 hangers - typ Simpson IUS2.37/11.88 hangers - typ MSTC78 strap with (`64) 16d sinkers from lower to upper studs MSTC78 strap with (64) 16d sinkers from lower to upper studs Simpson LSCZ hanger at each stringer (4)1¾"x11⅞" LVL stair stringers - see Sect 5/A13 2¼" 2 A12 2 A12 1 A11 1 A11 3 A12 3 A12 4 A13 4 A13 5 A13 5 A13 6 A13 6 A13 11/8/21 Sheet Number A4 Joseph E Calvin Date Sheet Title Floor & Deck Framing Plan November 8, 2021 of 16 ST E V E N S O N R E S I D E N C E 93 0 V i s t a L a n e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 1 0 7 – S T E V E N S O N R E S I D E N C E F i l e : " 2 1 0 8 C D " M o d i ﬁ e d : M o n , N o v 8 , 2 1 P r i n t : M o n , N o v 8 , 2 1 D r a w n b y : J E C C h e c k e d b y : J E C Reviewed by SAFEbuilt 02/07/2022 Upper Level Floor Plan Scale: 1/4" = 1'-0"pl a n tr u e 0 1 2 4 6 8 Bedroom 13'-1"x12'-6" Bath 9'-6"x5'-1" Al's Closet 4'-2"x4'-0" Darlene's 3'-9"x10'-8" Powder 7'-0"x5'-3" Entry 11'-0"x8'-8" Hall 15'-3"x4'-6" Guest Room 12'-4"x12'-10" Laundry 6'-7"x14'-1" Kitchen 10'-0"x20'-0" Living Room 16'-2"x14'-3" Dining Room 13'-0"x7'-0" Deck Garage 27'-6"x15'-1" Porch 30'-0"x8'-0" RV Pad 32'-0"x15'-6" Shower 3'-4"x6'-4" Stair 4'-0"x15'-6" Braced Wall Types Type 1 2x6 at 16"oc Sheathing Exterior - 7/16" structural wood panels - blocked -or- ⅝" DensGlass sheathing panels - blocked Nailed w/ 8d nails 4" oc at edges and 12" oc field Interior - ½" gypsum board with #6 drywall screws 6" oc at edges and 12" oc field Upper Level Braced Walls Scale: 3/32" = 1'-0"pl a n tr u e 0 4 8 12 16 20 A B C D F H K J below K below K below 2 P C QRB T 4 5 1 6 8 11 13 14 15 Upper Level Walls 3D View Not to Scale no r t h 10'-10½"6'-10"10'-3½" 5½" 2'-9½"3'-5" 4½" 3½" 3'-6"5'-10"3'-0½" 3½" 6½" 2'-11" 6½"3½" 2'-7"3'-10"13'-1"5'-10" 1'-4 1/2" 9' - 9 " 2' - 1 ½" 14 ' - 0 " 2' - 1 ½" 2' - 0 " 12 ' - 0 " 2' - 0 " 16 ' - 0 " 8' - 0 " 16 ' - 0 " 28'-0"51'-0" TO Slab Perimeter 109'-1¾" TO Floor Decking 109'-1¾" 12 T @ 1 1 " = 1 1 ' - 0 " 13 R @ 7 5/16 " = 7 ' - 1 1 ⅛" dn 30'-0"14'-0" 4'-1"5'-10"4'-1" 5½"3'-11"3½"13'-11½"3½"3'-9"3½"7'-0½"5½" 8"3'-5"13'-7½"3'-5"2'-0½"2'-5"4'-5" 21 ' - 0 " 3" 7' - 0 " 6" 3½" 5' - 4 " 5' - 1 0 " 1' - 9 ½" 13'-4 1/2"3'-11"3½"6'-0"3½"3'-4"8'-10" 8'-6"4'-0"2'-9½" 11'-0½"5½" 8½"2'-10" 5½" 4'-0" 3'-7½"3'-5"3½"5½" 8' - 0 " 8' - 0 " 8' - 0 " 7" 3' - 6 " 4½" 2' - 1 0 " 8½" 1' - 5 ½" 3' - 2 " 1' - 2 ½" 4' - 6 " 3½" 3½" 1' - 3 " 3' - 5 ½" 9 4½"2'-8"11"2'-10"1'-2" 2' - 1 1 ½" 3'-9" 3½" 2'-1"2'-5"3'-0"3'-7½"2'-10" 3' - 2 " 3' - 3 " 12 4' - 3 " 2' - 2 " 3' - 0 " 3' - 3 " 1' - 1 " 3' - 0 " 5½" 3½" 6" 3½" 6" 3'-2"6" 7 10 2'-10"6' - 0 " 1'-0"5'-2"2'-0½" 1' - 3 ½" 3½" DS Frostproof hosebib DS Electric vehicle charging station Electric panel Electric meterFuture photovoltaic solar rapid shutdown switch & sign Wall mounted fire extinguisher See General Note #9 on Sheet A1 Wo r k B e n c h by O w n e r W D Drill holes into slab for gate locking pins Recreational vehicle by Owner Power for RV see Sheet A16 7T @ 11" = 6'-5" 8R @ 73/8" = 4'-11" up Furniture piece by Owner below sink Gas meter Hose reel and frostproof hosebib TO Wall 115'-3⅝"TO Wall 116'-7¾" DS DS DSDS 1 A14 2 A14 3 A14 General Notes 1. All work shall comply with governing codes for construction and universal accessibility including the 2015 IRC. 2. Do not scale drawings for dimensions. Dimensions are typically to face of masonry or concrete and face of framing member, unless otherwise noted. 3. Contractors are responsible for all materials and quantities shown in these drawings graphically as well as those called for by note. 4. All interior walls to be framed to structure above except where otherwise noted. 5. Field verify all rough openings and wall widths prior to fabrication and/or ordering of materials. 6. Contractor to run a continuous bead of sealant around all doors, windows, and other openings or joints. Leave adjacent surfaces clean and provide backer rod where needed. 7. Provide min 2x8 blocking in framed walls for countertops, cabinetry, fixtures, shelving brackets, accessories, and door stops. 8. Provide sound batt insulation at all interior walls - typical. Install thermal batt insulation at all framed exterior walls and furring locations at concrete walls.` Egress Egress 9 1210 11 A15 1 A15 Bench 2 A15 3 A15 4 A158 A15 5 A15 6 A15 7 A15 13 A15 14 A15 15 A15 17 A1 5 16 A15 Simpson ABU66Z post base Simpson ABU66Z post base See detail 7/A13 for garage portal frame 7 A13 TO Slab 108'-5¼" typ 2 A12 2 A12 1 A11 1 A11 3 A12 3 A12 4 A13 4 A13 5 A13 5 A13 6 A13 6 A13 11/8/21 Sheet Number A5 Joseph E Calvin Date Sheet Title Upper Level Floor Plan November 8, 2021 of 16 ST E V E N S O N R E S I D E N C E 93 0 V i s t a L a n e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 1 0 7 – S T E V E N S O N R E S I D E N C E F i l e : " 2 1 0 8 C D " M o d i ﬁ e d : M o n , N o v 8 , 2 1 P r i n t : M o n , N o v 8 , 2 1 D r a w n b y : J E C C h e c k e d b y : J E C Reviewed by SAFEbuilt 02/07/2022 General Notes: -Min (1) emergency escape and rescue opening req’d per bedroom -Glazing to be tempered per R308 -Min (1) programmable thermostat req’d -Smoke alarm req’d in each sleeping room -Smoke/CO alarm req’d w/in 15’ vicinity of bedroom exterior. -Fireblock/Draftstop all chases and penetrations Timber Framing Plan Scale: 1/4" = 1'-0"pl a n tr u e 0 1 2 4 6 8 6x12 - TO Beam = 118'-10⅞" 2'-0"32'-8"1'-4" 4'-0" high beam 6x12 - TO Beam = 118'-2⅞" Steel Plates1Scale: 1 1/2" = 1'-0" 0 3”6”1’-0”9”1’-3” 10" 6"2"2" 11 " 9½" 3¾"6¼" 1' - 8 ½" 3⅛"3⅛" 2½" 6" 2½" 2" 4" 5½" 9" 1'-0 ¾" 6½" 2¼" 1'-0 ¾" 11 " 6" 2½" 2½" 6 ½" 6" 2 ¼" 10" 2"6"2" 11 " 9½" 3¾"2½"3¾" 2½" 6" 2½" 3½" 4" 2" 11 13 /16 " 33/16 " 29/16 " 33/16 " 1' - 8 ¾" 5¾"4½"5¾" 5¾"4½"5¾" 1'-4" 4" 8" 4" 2½" 2"6"6"2" 1' - 8 ½" 2" 4" 6" 6" 2½" 4½" Entrance Beam and Plates2Scale: 1 1/2" = 1'-0" Architectural Exposed Steel 1. All plates shown are ¼" thick unless noted otherwise 2. Fabricate such that piece marks and mill marks are not visible in the finished structure. 3. Grind edges of sheared, punched, or flame-cut steel clean edges. 4. Grind welds smooth to be flush with surfaces each side. 5. Provide uniform size and profile of exposed continuous welds. Exposed intermittent welds are not acceptable. 6. Maintain uniform joint gap tolerance of ⅛". 7. Orient bolt heads to one side. 8. Final appearance of Steel Tube & Plates shall be visibly acceptable to the Owner & Architect under any lighting condition determined by Owner & Architect. 9. Prime & paint all steel shapes, plates, exposed bolt heads, washer & nuts. Post-to-Beam L-shape Plates Qty: (2) (4)¾"x7½" through bolts with nuts & washers (1)¾"x10½" lag bolt (2)¾"x9" through bolts with nuts & washers (4)¾"x5½" through bolts with nuts & washers (3)¾"x4½" lag bolts (6)¾"x7½" through bolts with nuts - no washers (6)¾"x5½" through bolts with nuts & washers (2)¾"x7½" through bolts with nuts & washers (2)¾"x9" through bolts with nuts & washers P1 Beams-to-Post Angles Qty: (1) like & (1) opposite P2L & P2R Middle-Post-to-Beam T-shape Plates Qty: (2) both sides of middle beam P3 Beam-to-Middle-Post-and-Diagonals Y-shape Plates Qty: (1) P4 Post-to-Beam Plates Qty: (9) P5 2 ' - 0 " Plate P1 Plate P2R Plate P3 both sides Plate P4 Plate P5 on back side Plate P2L 2'-0" 6x12 decorative beam end at upper ridge 2'-0" 6x12 decorative beam end at building corner 4' - 0 ⅞" 4' - 0 ⅞" 16 ' - 0 " 4x 6 p o s t be t w e e n 6x12 middle beam 1'-4¾" 4'-0" Lower 6x12 beam Upper 6x12 beam Upper 6x12 beam Lower 4x12 beam and upper 4x9 diagonals 2 A6 6x12 - TO Beam = 118'-10⅞" 6x12 - TO Beam = 118'-2⅞" 17'-0"19'-0" 19'-0"13'-5 1/2" P6 P6 Splice Plates Qty: (2) P6 11 " 1'-3" 2¼"3"4½"3"2¼" 2½" 6" 2½" (8)¾"x8" through bolts with nuts & washers at both ends 11/8/21 Sheet Number A6 Joseph E Calvin Date Sheet Title Timber Framing Plan November 8, 2021 of 16 ST E V E N S O N R E S I D E N C E 93 0 V i s t a L a n e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 1 0 7 – S T E V E N S O N R E S I D E N C E F i l e : " 2 1 0 8 C D " M o d i ﬁ e d : M o n , N o v 8 , 2 1 P r i n t : M o n , N o v 8 , 2 1 D r a w n b y : J E C C h e c k e d b y : J E C Reviewed by SAFEbuilt 02/07/2022 Roof Framing Plan Scale: 1/4" = 1'-0"pl a n tr u e 0 1 2 4 6 8 Roof Framing 3D View Not to Scale no r t h 1'-10"W x 3'-0"T attic access panels through B&B siding - place immediately above insulation - install with latch Truss Elevations Scale: 1/8" = 1'-0" 0 2 4 8 12 16 T1 as seen from West 48'-0" 63/16 " 8' - 0 " 48'-0" 1' - 0 " 8' - 0 " 48'-0"1'-10½" 1' - 0 " 8' - 0 " 44'-0" 20'-0" 20'-0" 44'-0" 1'-10½" 24'-0" 24'-0" 7'-0"811/16" 1' - 0 " 2' - 4 " 8' - 6 3/16 " 1' - 1 0 3/16 " 2' - 4 " 9' - 0 " 5' - 1 0 3/16 " 63/16 " 1' - 0 " 1'-10½" 24'-0" 4'-0" 6' - 4 " 1' - 4 " 24'-0" 1' - 4 " 4'-0" 1' - 0 " 14'-0" 1'-10½"1'-10½" 1' - 0 " 2' - 4 " 14'-0"63/16 " 2' - 4 " T2 as seen from West T3 as seen from West T4 as seen from West T5 as seen from West T6 as seen from WestT7 as seen from West T8 as seen from South T9 as seen from South 12 4 12 4 12 4 12 4 12 4 12 4 12 4 12 4 12 4 12 4 12 4 12 4 12 4 12 4 T1 T2 T2 T2 T2 T2 T2 T2 T3 T3 T3 T3 T4 T4 T4 T4 T5 T6 T7 T6 T7 T8T8T8T8T8T8T8T8T8T8T8T8T8T8T9 16'-0"8'-0" Bearing Point (2)2x10 Header w/ 1T&1K each end (2)2x10 Header w/ 1T&1K each end (2)2x10 Header w/ 1T&1K each end (2)2x10 Header w/ 1T&2K each end (2 ) 1 ¾" x 9 ½" L V L H e a d e r w / 1T & 2 K e a c h e n d (2 ) 9 ½" L V L H e a d e r w / 2T & 2 K e a c h e n d (3 ) 2 x 1 0 H e a d e r w / 2T & 2 K e a c h e n d (4 ) 1 ¾"x 1 1 ⅞" L V L b e a m f l u s h Simpson HUS210 hanger at each truss (3)9¼" LVL Header w/ 2T&2K each end (2)2x10 Header w/ 1T&1K each end (2)2x10 Header w/ 1T&1K each end (2)2x10 Header w/ 1T&1K each end (3)1¾"x9½" LVL Header w/ 2T&1K each end (2 ) 2 x 1 0 H e a d e r w / 1T & 1 K e a c h e n d 5⅛"x 1 2 " G L B H e a d e r (2 ) 2 x 1 0 H e a d e r w / 1T & 1 K e a c h e n d (2 ) 2 x 1 0 H e a d e r w / 1T & 1 K e a c h e n d (2 ) 1 ¾"x 9 ½" L V L B e a m o n s l o p e (3)2x6 stud pack sister to end of truss T8 2x12 ledger Inverted LUS210 hanger at each truss to support ledger HU11 hanger at each joist on slope 24 " o c1¾"x11 ⅞" LVL joists 2x6 x 5'-0" eave framing sistered to LVL joists and birdmouthed over timber beam (2 ) 2 x 6 2' - 0 " 2' - 0 " 2'-0" 2'-0" 2' - 0 " 2' - 0 " 2'-0" 2'-1½" 2x6 eave framing at 24"oc - typ 2x6 eave framing at 24"oc - typ 2x6 eave framing at 24"oc - typ 2x6 eave framing at 24"oc - typ 2x6 eave framing at 24"oc - typ 2x6 eave framing at 24"oc - typ General Notes 1. Refer to Framing Notes and Nailing Schedule on Sheet A4. 2. Pre-Engineered Truss elevations are provided for overall dimensions and general configuration. Member sizes and web arrangement shall be determined and certified by Truss Manufacturer. 3. All roof sheathing is to be ⅝" OS - APA rated, Exposure C. See additional notes on Sheet A4. 24"ocPre-Enginee r e d R o o f T r u s s e s 24 " o c Pre - E n g i n e e r e d R o o f T r u s s e s Cross hatching represents overframing per notes on Sheet A4 Cross hatching represents overframing per notes on Sheet A4 HU1.85/5 hanger at each joist BO joist to TO beam = 6¾" FYI Simpson HUC68 hanger (2)2x10 Header w/ 2T&1K each end 1 A14 2 A14 3 A14 7 A13 2 A12 2 A12 1 A11 1 A11 3 A12 3 A12 4 A13 4 A13 5 A13 5 A13 6 A13 6 A13 11/8/21 Sheet Number A7 Joseph E Calvin Date Sheet Title Roof Framing Plan November 8, 2021 of 16 ST E V E N S O N R E S I D E N C E 93 0 V i s t a L a n e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 1 0 7 – S T E V E N S O N R E S I D E N C E F i l e : " 2 1 0 8 C D " M o d i ﬁ e d : M o n , N o v 8 , 2 1 P r i n t : M o n , N o v 8 , 2 1 D r a w n b y : J E C C h e c k e d b y : J E C Reviewed by SAFEbuilt 02/07/2022 Roof Plan Scale: 1/4" = 1'-0"pl a n tr u e 0 1 2 4 6 8 Roof & Finish 3D View Not to Scale no r t h Furnace flue with guy wires 4: 1 2 Sl o p e D n 4: 1 2 Sl o p e D n 4:12 Slope Dn 4:12 Slope Dn 4:12 Slope Dn 4:12 Slope Dn 4: 1 2 Sl o p e D n 4: 1 2 Sl o p e D n Ridge Ri d g e Valley Va l l e y Va l l e y Valley Future photovoltaic solar panels - 3psf typical Prefinished metal gutter Prefinished metal downspout Prefinished metal gutter and downspoutPrefinished metal downspoutPrefinished metal gutterPrefinished metal downspout Prefinished metal downspout Prefinished metal downspoutPrefinished metal gutter 4' - 1 3 / 4 " 4' - 0 " m i n p e r i m e t e r Fi r e D p t p a t h w a y 4' - 1 3 / 4 " 4' - 0 " m i n p e r i m e t e r Fi r e D p t p a t h w a y 1 A14 2 A14 3 A14 General Notes 1. All roof flashing, gutters, and downspouts shall be prefinished metal. Provide samples for Owner approval and Architect review prior to ordering. 2. All roof penetrations shall be completed prior to roofing installation and sealed watertight. 3. Verify exact location of all rooftop equipment, flues, vents, etc. with the Plumbing and Mechanical Contractors. No such equipment or riser shall be installed or terminate less than 18" above adjacent up-slope roofing surface. 4. Provide 2x6 blocking at unsupported edges between joists, at roof drains, roof vents, roof curbs, etc. 5. Plumbing contractor to verify extent and sizes for gutters and downspouts. 6. All roof sheathing is to be ⅝" OS - APA rated, Exposure C. See additional notes on Sheet A4. Prefinished metal gable-end attic ventilation louver - min 6sf free air area Prefinished metal gable-end attic ventilation louver - min 6sf free air area 40-yr heavy texture asphalt shingles over Ice and Water Shield (roof is insulated at bottom chord of trusses) 40-yr heavy texture asphalt shingles over Ice and Water Shield (roof is insulated at bottom chord of trusses) 40-yr heavy texture asphalt shingles over Ice and Water Shield (roof is insulated at bottom chord of trusses) 2 A12 2 A12 1 A11 1 A11 3 A12 3 A12 4 A13 4 A13 5 A13 5 A13 6 A13 6 A13 11/8/21 Sheet Number A8 Joseph E Calvin Date Sheet Title Roof Plan November 8, 2021 of 16 ST E V E N S O N R E S I D E N C E 93 0 V i s t a L a n e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 1 0 7 – S T E V E N S O N R E S I D E N C E F i l e : " 2 1 0 8 C D " M o d i ﬁ e d : M o n , N o v 8 , 2 1 P r i n t : M o n , N o v 8 , 2 1 D r a w n b y : J E C C h e c k e d b y : J E C Reviewed by SAFEbuilt 02/07/2022 West Exterior Elevation Scale: 1/4" = 1'-0" 0 1 2 4 6 8 North Exterior Elevation Scale: 1/4" = 1'-0" 0 1 2 4 6 8 1 5T A B C D E F G H 4 A13 4 A13 5 A13 5 A13 6 A13 6 A13 1 A11 1 A11 2 A12 2 A12 3 A12 3 A12 Lambstongue drain with screen from garage slab Future photovoltaic solar rapid shutdown switch Required sign for rapid rapid shutdown system Electric meter - re: Sheet A16L Prefinished metal gutter & downspout Prefinished metal gable-end attic ventilation louver - min 6sf free air area 40-yr heavy texture asphalt shingles over Ice and Water Shield (roof is insulated at bottom chord of trusses) 40-yr heavy texture asphalt shingles over Ice and Water Shield (roof is insulated at bottom chord of trusses) 7 A13 2 A6 3 A14 12 4 12 4 12 4 12 4 109'-1¾" TO Slab 108'-5¼" TO Slab 8" address numerals 2x8 horizontal screening gate members with 2x8 diagonal and 2x6 perimeter behind Steel rod pins to lock gates in closed position Steel hasp on interior face of gates 8x8 timber post Prefinished metal downspout Prefinished metal gutter 2x12 RS member at top of gate to match beams 4/4 x 3½" Hardie fascia board over 4/4 x 7¼" Hardie sub-fascia 5/4x5¼" Hardie trim board Hardie Select Cedarmill siding with ¾"x2½" Hardie Trim batton boards over Tyvek House Wrap air barrier Furnace flue with guy wires as shown 4/4 x 3½" Hardie fascia board over 4/4 x 7¼" Hardie sub-fascia Hardie Select Cedarmill siding with ¾"x2½" Hardie Trim batton boards over Tyvek House Wrap air barrier 6x12 x 2'-0" non- load-bearing beam end attached to wall and soffit above Future photo voltaic solar panels 4/4 x 3½" Hardie fascia board over 4/4 x 7¼" Hardie sub-fascia Hardie Select Cedarmill siding with ¾"x2½" Hardie Trim batton boards over Tyvek House Wrap air barrier 24 ' - 2 " ± 5/4 x 5¼" James Hardie trim bd 40-yr heavy texture asphalt shingles over Ice and Water Shield (roof is insulated at bottom chord of trusses) Prefinished metal gutter and downspout Prefinished metal gutter and concrete splash block Typ window trim - Hardie 4/4 x 5½" at sill & jambs, 5/4 x 5½" at head Seal exposed face of concrete foundation James Hardie cement board siding channel or lap to be selected by Owner over Tyvek House Wrap air barrier Lighted post cap - See cut sheet on Sheet A16 Future deck stair and landing Custom metal post cap 8x8 timber post Fortress FE railing system 6x12 timber deck beams 11/8/21 Sheet Number A9 Joseph E Calvin Date Sheet Title Exterior Elevations November 8, 2021 of 16 ST E V E N S O N R E S I D E N C E 93 0 V i s t a L a n e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 1 0 7 – S T E V E N S O N R E S I D E N C E F i l e : " 2 1 0 8 C D " M o d i ﬁ e d : M o n , N o v 8 , 2 1 P r i n t : M o n , N o v 8 , 2 1 D r a w n b y : J E C C h e c k e d b y : J E C Reviewed by SAFEbuilt 02/07/2022 General Notes All Elevations: -Asphalt shingles to meet 175 MPH wind-speed -Class A roof coverings or a component of a min. 1 hour roof assembly. -All stone, stucco and siding to have barrier underneath at exterior walls -Roof slopes from 2:12 UP to 4:12 req ice barrier -Roof ventilation per R806 -All stairs, landings, guards, rails and walking surfaces to comply with R311 and R312 East Exterior Elevation Scale: 1/4" = 1'-0" 0 1 2 4 6 8 South Exterior Elevation Scale: 1/4" = 1'-0" 0 1 2 4 6 8 K J K K ML N 2 3 N P C S Q R R B 4 beyond 4 A13 4 A13 5 A13 5 A13 6 A13 6 A13 1 A11 1 A11 2 A12 2 A12 3 A12 3 A12 Prefinished metal gable-end attic ventilation louver - min 6sf free air area 40-yr heavy texture asphalt shingles over Ice and Water Shield (roof is insulated at bottom chord of trusses) 40-yr heavy texture asphalt shingles over Ice and Water Shield (roof is insulated at bottom chord of trusses) Future photo voltaic solar panels Future photo voltaic solar panels 1 A14 2 A14 12 4 12 4 12 4 12 4 12 4 108'-5¼" TO Slab10'-0 " c l e a r r a d i u s Gas meterHose reelFrostproof hose bib (2) treated 4x12 stair stringer and treads Prefinished metal downspout with concrete splash block Optional/Future thin stone veneer with 3" Colorado Buff sandstone cap Optional/Future thin stone veneer with 3" Colorado Buff sandstone cap 10'- 0 " c l e a r r a d i u s Prefinished metal downspout with concrete splash block 2x8 horizontal screening members with 2x8 diagonal behind Prefinished metal gutter Optional/Future thin stone veneer with 3" Colorado Buff sandstone cap Front porch post and steel plate beyond Front porch roof extension beyond - See detail 2/A6 Future deck stair and landing Future deck stair and landing Timber posts Raised porch deck beyond Typ window trim - Hardie 4/4 x 5½" at sill & jambs, 5/4 x 5½" at head James Hardie cement board siding channel or lap to be selected by Owner over Tyvek House Wrap air barrier Hardie Select Cedarmill siding with ¾"x2½" Hardie Trim batton boards over Tyvek House Wrap air barrier 5/4 x 5¼" James Hardie trim bd 8x8 corner posts Custom post cap Lighted post cap - See cut sheet on Sheet A16 6x6 intermediate posts Fortress FE railing system 6x12 deck beams Prefinished metal downspout down into ASB chase to daylight south of house - re: Site Plan Sheet A1 4/4 x 3½" Hardie fascia board over 4/4 x 7¼" Hardie sub-fascia Fortress FE railing system Lighted cap on 6x6 post Prefinished metal gutter 5/4 x 5½" Hardie Board corner trim Typ window trim - Hardie 4/4 x 5½" at sill & jambs, 5/4 x 5½" at head James Hardie cement board siding channel or lap to be selected by Owner over Tyvek House Wrap air barrier 4/4 x 11¼" James Hardie trim bd Stucco soffit - re: Section 1/A14 Aluminum clad wood window - re: Sheet A11 2 A11 Furnace flue with guy wires as shown 25 ' - 6 " ± 11/8/21 Sheet Number A10 Joseph E Calvin Date Sheet Title Exterior Elevations November 8, 2021 of 16 ST E V E N S O N R E S I D E N C E 93 0 V i s t a L a n e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 1 0 7 – S T E V E N S O N R E S I D E N C E F i l e : " 2 1 0 8 C D " M o d i ﬁ e d : M o n , N o v 8 , 2 1 P r i n t : M o n , N o v 8 , 2 1 D r a w n b y : J E C C h e c k e d b y : J E C Reviewed by SAFEbuilt 02/07/2022 General Notes All Elevations: -Asphalt shingles to meet 175 MPH wind-speed -Class A roof coverings or a component of a min. 1 hour roof assembly. -All stone, stucco and siding to have barrier underneath at exterior walls -Roof slopes from 2:12 UP to 4:12 req ice barrier -Roof ventilation per R806 -All stairs, landings, guards, rails and walking surfaces to comply with R311 and R312 4 A13 4 A13 5 A13 5 A13 West Long Building Section1Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Window Elevations Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Door Elevations Scale: 1/4" = 1'-0" 0 1 2 4 6 8 1' - 1 1 " 6' - 1 7 / 8 " 6'-10"3'-5" 1' - 1 1 " 6' - 1 7 / 8 " 4' - 5 " 3' - 7 7 / 8 " 5'-10"2'-11" 4' - 5 " 3' - 7 7 / 8 " 1' - 1 1 " 4' - 4 3 / 8 " 2'-11" 3'-10" 3' - 1 1 " 4' - 1 7 / 8 " 2' - 1 1 " 4' - 1 7 / 8 " 5'-10" 4' - 1 1 " 3' - 1 7 / 8 " 5'-10" 4' - 1 1 " 9'-9" 5½" 1' - 1 1 " 9⅜"2'-11"6"2'-11"6"2'-11" 5' - 5 " 1' - 7 7 / 8 " 2'-11"6"2'-11"6"2'-11" 5' - 5 " 2' - 7 7 / 8 " 5'-10"2'-5" 1' - 1 1 " 6' - 1 7 / 8 " 1' - 1 1 " 3'-5" 6' - 1 7 / 8 " 1' - 1 1 "--2147483648'-0"5' - 1 7 / 8 " 5'-10" 6' - 9 " 2'-10" 8' - 0 " 12'-0" 8' - 0 " 7'-0" 6' - 1 0 " 7'-0" 6' - 8 " 2'-8" 6' - 8 " 3'-4"3'-0" 6' - 8 " 6' - 8 " 2'-8"2'-8" 6' - 8 " 2'-6" 6' - 8 " 6' - 8 " 3'-0" 6' - 8 " 2'-6"2'-6"2'-6" 6' - 8 " 6' - 2 ½"± 6" 2'-8" 7' - 0 " 3'-0" 6'-0" 3'-0" 6' - 8 " 6' - 8 " 3'-0" A Awnings Mulled together at Factory Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 Qty: 1 B Awning Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 Qty: 2 C EGRESS Casements Mulled together at Factory Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 Qty: 2 D Fixed Sash Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 Qty: 1 E Awning Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 Qty: 1 F Casements Mulled together at Factory Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 Qty: 1 G Awnings Mulled together at Factory Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 Qty: 1 H Casements Mulled together at Factory Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 Qty: 1 J Fixed Direct Set Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 Qty: 1 K Awning Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 Qty: 3 L Casement Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 Qty: 1 M Fixed Sash Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 Qty: 1 N EGRESS Casement Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 Qty: 2 P EGRESS Casements Mulled together at Factory Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 Qty: 1 Q Awning Fiberglass Frame Double Pane Low-E Fluted Glass U-value: 0.28 Qty: 1 R Awning Fiberglass Frame Double Pane Low-E Fluted Glass U-value: 0.28 Qty: 2 S Awnings Mulled together at Factory Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 Qty: 1 T Fixed Door Sidelite Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.33 Qty: 1 Also see doors 4 & 5 1 Garage Overhead Door as seen from exterior Insulated (but not part of Building Envelope) Electric Operator Seal at all edges Qty: 1 2 Sliding Door at Dining as seen from exterior Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.33 Qty: 1 3 Sliding Door at Lower Level as seen from exterior Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.33 Qty: 1 4 Entrance Door at RV Pad as seen from exterior pull side Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.33 Entrance Set, Hinges Wall Stop, Weather Strip Threshold & Sweep Qty: 1 Also see window T 5 Entrance Door at Porch as seen from exterior push side Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.33 Entrance Set, Hinges Wall Stop, Weather Strip Threshold & Sweep Qty: 1 Also see window T 6 Garage to Laundry as seen from Garage push side Insulated Hollow Metal 20-minute Fire Rated U-value: 0.45 Lockset, Closer, Hinges, Wall Stop Weather Strip, Threshold & Sweep Qty: 1 7 Laundry to Hall as seen from pull side Wood Panel Door Passage Set Hinges, Wall Stop Qty: 1 8 Coat Closet as seen from pull side Wood Panel Door Passage Set Hinges, Overhead Stop Qty: 1 9 Powder Room as seen from push side Wood Panel Door Privacy Set Hinges, Wall Stop Qty: 1 10 Guest Room as seen from push side Wood Panel Door Privacy Set Hinges, Wall Stop Qty: 1 11 Pair Door at Guest Room Closet as seen from pull side Wood Panel Door Pull Handles, Magnetic Latches, Hinges Qty: 1 12 Hall to Closet as seen from push side Wood Panel Door Privacy Set Hinges, Wall Stop Qty: 1 13 Toilet Partition Door as seen from west side Wood Panel Door U-shape pull handle both sides Gravity Pivot Hinges Qty: 1 14 Bathroom Barn Door as seen from south side Wood Panel Door U-shape pull handle both sides Barn Door Hardware Qty: 1 15 Bedroom as seen from west/pull side Wood Panel Door Privacy Set Hinges, Wall Stop Qty: 1 16 Below Stair Storage as seen from east/pull side Wood Panel Door Passage Set Hinges, Overhead Stop Qty: 1 10 1171 J K N 12 4 12 4 Guest RoomLaundry Kitchen Living Room Garage Stair Future Storage Future Family Room Interior Door Framing3Not to Scale Interior Door Trim4Not to Scale 2x6 head trim 1x4 jamb trim 1x4 jamb trim 1x4 base baoard Double 2x4 top plate2x4 blocking at max 16"oc Double 2x8 header (1)T + (1)K at door jambs 2x4 studs at 16"oc Additional blocking to facilitate attachment of trim 6 A13 6 A13 General Notes 1. Field verify all rough openings and finish wall thickness prior to ordering or fabrication of materials. 2. Door and window details indicate typical situations. Consult Architect regarding special conditions if encountered. Windows are illustrated from the exterior. Swing doors are illustrated from the pull-side unless noted otherwise. 3. Contractor to run a continuous bead of sealant around all doors, windows, and other openings or joints. Leave adjacent surfaces clean. Provide backer rod where necessary. 4. Provide hardware finish samples for Owner's selection prior to ordering. 5. Provide wall stops or overhead stops at all interior swinging doors. 6. Provide 2x8 blocking in framed walls for door stops, cabinetry, shelving, kitchen and toilet accessories, etc. 7. Panes of glass marked "T" on Window Elevations are to be tempered (safety glass). Door and window supplier shall be responsible for bidding and supplying tempered unit as required by code, including but not limited to those shown. 8. Supplier shall be responsible for verification of all window quantities, window sizes, and rough opening sizes as related to matching door & window rough openings so that trim aligns. 9. Glass in all exterior windows shall be Pella Duel-Pane High-Altitude (air-filled) Advanced Low-E with U-values of max U0.33 for 3mm glass and U0.32 for 2.5 mm glass. 40-yr heavy texture asphalt shingles over Ice and Water Shield (roof is insulated at bottom chord of trusses) Future photo voltaic solar panels T T TTTTTT TTTT T Overframing Overframing 1 A14 (4) 11⅞" LVL stringers - min 5½" uncut 5/4" stair treads 100'-0" TO Slab 109'-1¾" TO Decking 118'-2⅞" Bearing Ht 109'-1¾" TO Slab (perimeter) Line of exist grade Compacted fill Patio Steps Section2Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6” 1'-4½"± 10½" 1'-0"1'-0" 7¼" 7¼" 7¼" 4" stamped & colored, air-entrained concrete slab with W1.4xW1.4 WWF mid depth and #4 cont at 8" thickened edges - slope away from house at 1% (⅛" per foot)#4 radiused - continuous at each nose (4) #4 radiused - continous 4" gravel bed below concrete #4 x 60" bent as shown at 12"oc 2'-9 "Compacted fill 2 A11 Pre-engineered wood trusses - see Sheet A7 Pre-engineered wood trusses - see Sheet A7 ⅝" gypsum board ceiling R28 FG batt insulation over Garage 5⅛"x12" glulam beam garage door header Foundation drain - refer to Site Plan Sheet A1 for locations, refer to Section 2/A2 for detailing 4" thick concrete slab w/ fibermesh reinforcing & #4 bar cont at perimeter 4" thick concrete slab w/ 6"x6" W2.1xW2.1 WWF mid depth - slope toward floor drain Fire Extinguisher See General Note #9 on Sheet A1 Bench Upper cabinetry and shelving 2x4 at 16" furring full-height of concrete walls with full-depth spray- applied polyurethane insulation - ½" gypsum board sheathing Jan 20, 20221 1 1 ½" gypsum board ceiling on bottom of joists throughout lower level Feb 2, 20222 2 2/2/22 Sheet Number A11 Joseph E Calvin Date Sheet Title Building Section & Openings November 8, 2021 of 16 ST E V E N S O N R E S I D E N C E 93 0 V i s t a L a n e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 1 0 7 – S T E V E N S O N R E S I D E N C E F i l e : " 2 1 0 8 C D " M o d i ﬁ e d : W e d , F e b 2 , 2 2 P r i n t : W e d , F e b 2 , 2 2 D r a w n b y : J E C C h e c k e d b y : J E C Reviewed by SAFEbuilt 02/07/2022 4 A13 4 A13 5 A13 5 A13 6 A13 6 A13 East Long Building Section3Scale: 1/4" = 1'-0" 0 1 2 4 6 8 4 A13 4 A13 5 A13 5 A13 6 A13 6 A13 Middle Long Building Section2Scale: 1/4" = 1'-0" 0 1 2 4 6 8 40-yr heavy texture asphalt shingles over Ice and Water Shield 40-yr heavy texture asphalt shingles over Ice and Water Shield (roof is insulated at bottom chord of trusses) Future photo voltaic solar panels Future photo voltaic solar panels 2 A14 Hall Dining Future Family Room Entrance Future Storage Future BedroomFuture Bath BedroomBathCloset Mechanical RV Pad Front Porch 12 4 12 4 12 4 12 4 108'-5¼" TO Slab 100'-0" TO Slab 109'-1¾" TO Decking 118'-2⅞" Bearing Ht 100'-0" TO Slab 109'-1¾" TO Decking 118'-2⅞" Bearing Ht 2 3 4 8 151295 C S QR R 13 14 6' - 2 " 7' - 6 " Compacted fill Line of exist grade Line of exist grade Compacted fill 2 A11 2 A11 Pre-engineered wood trusses - see Sheet A7 ⅝" gypsum board ceiling over 6-mil poly vappor barrier R49 FG batt insulation Built-in cabinetry see Sheet A15 ¾" structural decking 11⅞" I-joist floor framing R28 FG sound batt insulation Future wall construction and doors Pre-engineered wood trusses - see Sheet A7 ⅝" structural wood sheathing R49 FG batt insulation 11⅞" LVL joists at 16"oc ⅝" structural wood sheathing ½" plywood with RS face and 1x4 battons at joints 2'-0"x3'-0" hinged attic access panel - see also Sheet A7 Hardie Select Cedarmill siding with ¾"x2½" Hardie Trim batton boards Overframing Furnace flue Fire shield and firesafing Mechanical shaft lavatory and faucet surface mounted on Owner-supplied free-standing cabinet 40-yr heavy texture asphalt shingles over Ice and Water Shield Prefinished metal gable-end attic ventilation louver - min 6sf free air area - beyond ⅝" gypsum board ceiling over 6-mil poly vapor barrier Partial height wall at shower enclosure with Onyx wall panels on all surfaces including top of wall Partial height wall at Al's closet Built-in 12" deep shelving Typical framed exterior walls with 2" spray-applied polyurethane foam insulation and 3½" high-density fiberglass batt insulation totaling R26 4" thick concrete slab w/ fibermesh reinforcing & #4 bar cont at perimeter See dtl 1/A3 for passive radon mitigation around perimeter and below Mech and Bathroom Foundation drain - refer to Site Plan Sheet A1 for locations, refer to Section 2/A2 for detailing 5" thick concrete slab w/ 6"x6" W2.1xW2.1 WWF mid depth 4" thick concrete slab w/ fibermesh reinforcing & #4 bar cont at perimeter ½" plywood with RS face and 1x4 battons at joints R28 FG batt insulation between trusses (2) 18" sq ventilation openings through Hardie Select Cedarmill siding 2'-0"x3'-0" hinged attic access panel - see also Sheet A7 Pre-engineered wood trusses - see Sheet A7 ⅝" structural wood sheathing ⅝" structural wood sheathing 40-yr heavy texture asphalt shingles over Ice and Water Shield Min 2¾" (R15) spray-applied closed-cell polyurethane foam insulation against all rim joists at exterior walls - See section 2/A14 2x6 treated framing at 16"oc on 2x6 treated sleepers - see Sheet A4 - fasten to slab with Ram-set shot pins 32"oc Timber beams, bolts and steel plates - see Sheet A6 4'-0" 2x6 at 16"oc porch roof framing - slope to drain Wood gates - See North Exterior Elevation Sheet A9 5" thick concrete slab w/ 6"x6" W2.1xW2.1 WWF mid depth Horizontal sliding gate Stud pack to support LVL beam beyond 3 A14sim Drain pipe penetration of slab Jan 20, 20221 1 1 1 1 1 Feb 2, 20222 ½" gypsum board ceiling on bottom of joists throughout lower level 2 ½" gypsum board ceiling on bottom of joists throughout lower level 2 2/2/22 Sheet Number A12 Joseph E Calvin Date Sheet Title Building Sections November 8, 2021 of 16 ST E V E N S O N R E S I D E N C E 93 0 V i s t a L a n e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 1 0 7 – S T E V E N S O N R E S I D E N C E F i l e : " 2 1 0 8 C D " M o d i ﬁ e d : W e d , F e b 2 , 2 2 P r i n t : W e d , F e b 2 , 2 2 D r a w n b y : J E C C h e c k e d b y : J E C Reviewed by SAFEbuilt 02/07/2022 1 A11 1 A11 2 A12 2 A12 3 A12 3 A12 1 A11 1 A11 2 A12 2 A12 3 A12 3 A12 1 A11 1 A11 2 A12 2 A12 3 A12 3 A12 South Cross Building Section4Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Cross Building Section at Stairway5Scale: 1/4" = 1'-0" 0 1 2 4 6 8North Cross Building Section6Scale: 1/4" = 1'-0" 0 1 2 4 6 8 40-yr heavy texture asphalt shingles over Ice and Water Shield (roof is insulated at bottom chord of trusses) 40-yr heavy texture asphalt shingles over Ice and Water Shield (roof is insulated at bottom chord of trusses) 40-yr heavy texture asphalt shingles over Ice and Water Shield (roof is insulated at bottom chord of trusses) Future photo voltaic solar panels 12T at 11" = 11'-0"3'-9¼" 13 R a t 7 5/16 " = 7 ' - 1 1 ⅛" 1' - 2 ⅝" 3' - 0 " (4) 11⅞" LVL stringers - min 5½" uncut 5/4" stair treads ¾" risers (2) layers ⅝" typeX gypsum board ceiling 5'-0"4'-1"3½"6'-0" Simpson LSCZ hanger at each stringer (2)1¾"x11⅞" LVL rim joist Steel beam - re: Sheet A4 Framing Plan 2x4 framed wall - birdsmouth into stringers 2x8 framing at 16" oc w/ ¾" structural decking Stair Bath Future BathStor Garage RV Pad Kitchen Bedroom Future BedroomFuture Family Room 2"x¾" steel bar railing See detail 8/A13 Garage Portal Frame7Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6” (2) Simpson CS14x30" strap ties on interior side of wall 1' - 0 " 8' - 1 ⅛" Attach top plate to bottom of header beam w/ (2) rows 16d sinker nails at 3"oc Garage Door Header 5⅛"x12" glue-lam beam Attach ½" structural sheathing to face of header beam w/ 8d common or galv box nails in 3" grid pattern illustrated Simpson CS14x30" strap tie across top of glu-lam and down face of perpendicular wall stud (3) studs at door jambs End of perpendicular wall Attach ½" structural sheathing (shown by cross hatching) to perimeter members w/ 8d nails at 3"oc & to intermediate members w/ 10d nails at 6"oc Simpson StrongTie STHD14 embedded strap-tie hold-down - install per mfgr instructions for end-wall condition 109'-1¾" TO Concrete Refer to Sheet A2 for foundation construction 2'-0" 2x4 thrust block full width of stair - attach to deck with 10d nails at 8"oc 7 A13 opp hand 12 4 12 4 14 C SG E D A Railing Detail8Not to Scale 2" 3"x12"x½" steel plate 5" 2½" ½"ϕ steel rod (2) ½" x 3" lag bolts Min 2x8 solid blocking at bracket locations 2" x ¾" steel bar railing ¼” 109'-1¾" TO Slab 118'-2⅞" Bearing Ht 118'-10⅞" TO Beam 108'-5¼" TO Slab R 118'-2⅞" Bearing Ht 109'-1¾" TO Decking 100'-0" TO Slab 118'-2⅞" Bearing Ht 109'-1¾" TO Decking 100'-0" TO Slab clr Line of exist grade Compacted fill Line of exist grade Line of exist grade Foundation drain - refer to Site Plan Sheet A1 for locations, refer to Section 2/A2 for detailing Foundation drain - refer to Site Plan Sheet A1 for locations, refer to Section 2/A2 for detailing Bathroom built-in cabinetry See 1 & 3/A15 5" thick concrete slab w/ 6"x6" W2.1xW2.1 WWF mid depth 4" thick concrete slab w/ fibermesh reinforcing & #4 bar cont at perimeter 4" thick concrete slab w/ 6"x6" W2.1xW2.1 WWF mid depth Hardie Select Cedarmill siding with ¾"x2½" Hardie Trim batton boards 2x4 at 16" furring full-height of concrete walls with full-depth spray- applied polyurethane insulation - ½" gypsum board sheathing - cap of of assembly wtih 2x trim at height of window sill ½" plywood with RS face and 1x4 battons at joints ⅝" structural wood sheathing 11⅞" LVL joists at 16"oc ⅝" structural wood sheathing ⅝" gypsum board ceiling over 6-mil poly vappor barrier R49 FG batt insulation Pre-engineered wood trusses - see Sheet A7 1 A14 sim Typical framed exterior walls with 2" spray-applied polyurethane foam insulation and 3½" high-density fiberglass batt insulation totaling R26 Typical framed exterior walls with 2" spray-applied polyurethane foam insulation and 3½" high-density fiberglass batt insulation totaling R26 R49 FG batt insulation Steel beam - re: Sheet A4 Steel beam beyond Roll blocking between joists below wall const aboveR28 FG batt sound insulation Min 2¾" (R15) spray-applied closed-cell polyurethane foam insulation against all rim joists at exterior walls - See section 2/A14 Sound batt insulation at interior walls - typ Onyx wall panels finish at shower Bench ⅝" gypsum board ceiling over 6-mil poly vappor barrier 3 A14sim Jan 20, 20221 1 1 1 Feb 2, 20222 2 ½" gypsum board ceiling on bottom of joists throughout lower level ½" gypsum board ceiling on bottom of joists throughout lower level 2 2/2/22 Sheet Number A13 Joseph E Calvin Date Sheet Title Building Sections November 8, 2021 of 16 ST E V E N S O N R E S I D E N C E 93 0 V i s t a L a n e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 1 0 7 – S T E V E N S O N R E S I D E N C E F i l e : " 2 1 0 8 C D " M o d i ﬁ e d : W e d , F e b 2 , 2 2 P r i n t : W e d , F e b 2 , 2 2 D r a w n b y : J E C C h e c k e d b y : J E C Reviewed by SAFEbuilt 02/07/2022 Cantilever Wall Section1Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6”Wall Section at Deck2Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6”Wall Section3Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6” 100'-0" TO Slab 109'-1¾" TO Decking 108'-1⅛" TO Wall 118'-2⅞" Bearing Height 4" stamped & colored, air-entrained concrete slab with W1.4xW1.4 WWF mid depth and #4 cont at edges - slope away from house at 1% (⅛" per foot) 5/4 x 5 ½" James Hardie trim fastened to face of concrete with 2½" x 3" tapcon concrete screws at 12" oc staggered top to bottom ½" expansion joint material - caulk Concrete foundation - refer to details on Sheet A2 for dimensions and reinforcing Concrete footing - refer to details on Sheet A2 for dimensions and reinforcing Compacted backfill2'-8"±10-mil poly vapor barrier 4" gravel bed 2" R10 rigid insulation min 2'-0" wide around perimeter of slab 4" thick concrete slab w/ fibermesh reinforcing & #4 bar cont at perimeter 2x6 treated sill plate in full bed of sill sealant w/ anchor bolts per Foundation Notes Double 1¾"x11⅞" LVL rim joist R38 (12") FG batt insulation 4/4 x 11¼" James Hardie trim bd Tyvek House Wrap air barrier Hardcoat stucco soffit over ⅝" plywood soffit 2x4 blocking between bottom chord of floor joists Min 2¾" (R15) spray-applied closed-cell polyurethane foam insulation against all rim joists at exterior walls Fasten 2x12 ledger through sheathing to rim joist with ⅜" x 3⅝" LedgerLok lag screws 8"oc stagger top to bottom Grace Vycor Deck Protector ice and water shield tape across top of beams and joists 2x12 joists at 16"oc Simpson LUS210 hangers at each joist Synthetic decking to be selected Concrete footing - refer to details on Sheet A2 for dimensions and reinforcing Concrete foundation - refer to details on Sheet A2 for dimensions and reinforcing Compacted backfill 4" stamped & colored, air-entrained concrete slab with W1.4xW1.4 WWF mid depth and #4 cont at edges - slope away from house at 1% (⅛" per foot) Concrete footing - refer to details on Sheet A2 for dimensions and reinforcing ½" expansion joint material - caulk Concrete foundation - refer to details on Sheet A2 for dimensions and reinforcing 2x6 treated sill plate in full bed of sill sealant w/ anchor bolts per Foundation Notes Prefinished metal gable-end attic ventilation grille with insect screen - where occurs - See Exterior Elevations on Sheets A9 and A10 2" R10 rigid insulation min 2'-0" wide around perimeter of slab 2" R10 rigid insulation min 2'-0" wide around perimeter of slab Min 2¾" (R15) spray-applied closed-cell polyurethane foam insulation against all rim joists at exterior walls 4" thick concrete slab w/ fibermesh reinforcing & #4 bar cont at perimeter and (2) #4 at exposed thickened edge at door opening4" thick concrete slab w/ fibermesh reinforcing & #4 bar cont at perimeter ½" expansion joint material - caulk½" expansion joint material - caulk Extend waterproofing across footing 4" perf PVC drain pipe wrapped in geotech fabric silt sleeve - slope 2% Free draining gravel wrapped in geotech fabric Spray-applies waterproofing 2x4 at 16" furring full-height of concrete walls with full-depth spray-applied poly- urethane insulation ½" gypsum board drywall Install drywall about ½" above slab with backer rod 4" vinyl cove base at storage/mech areas 10-mil poly vapor barrier 10-mil poly vapor barrier 4" gravel bed4" gravel bed R28 FG batt foil-faced insulation R28 FG batt foil-faced insulation R28 FG batt foil-faced insulation Extend 6-mil poly vapor barrier down between joist and to inside face of wall framing 11⅞" I-joists at 16"oc 100'-0" TO Slab 109'-1¾" TO Decking 118'-2⅞" BO Trusses 11⅞" I-joists at 16"oc 11⅞" I-joists at 16"oc ¾" structural decking - floor finishes to be selected by Owner ¾" structural decking - floor finishes to be selected by Owner ¾" structural decking - floor finishes to be selected by Owner 2x6 head trim 2x6 head trim J K M 2 3 C 12 4 12 4 W-shape prefinished metal valley flashing 2x6 overframing 40-yr heavy texture asphalt shingles over Ice and Water Shield 40-yr heavy texture asphalt shingles over Ice and Water Shield 40-yr heavy texture asphalt shingles over Ice and Water Shield Guest Room Living Room Future Storage Future Family Room Future Family Room Dining Simpson HUS210 hanger at each truss (4) 1¾"x11⅞" LVL beam ⅝" structural wood sheathing ⅝" structural wood sheathing ⅝" structural wood sheathing ⅝" structural wood sheathing Pre-engineered wood trusses at 24"oc Pre-engineered wood trusses at 24"oc 2x10 blocking between trusses R49 15" fiberglass batt insulation R49 15" fiberglass batt insulation R49 15" fiberglass batt insulation R49 15" fiberglass batt insulation Pre-engineered wood trusses at 24"ocPre-engineered wood trusses at 24"oc Simpson H2.5A hurricane clip - typ Simpson H2.5A hurricane clip - typ Simpson H2.5A hurricane clip - typ 2x6 truss tail 2x6 at 16"oc eave framing 2x6 at 16"oc eave framing Galvanized metal drip flashing Galvanized metal drip flashing Prefinished metal gutter 4/4 x 3½" Hardie fascia board over 4/4 x 7¼" Hardie sub-fascia 4/4 x 3½" Hardie fascia board over 4/4 x 7¼" Hardie sub-fascia 4/4 x 3½" Hardie fascia board over 4/4 x 7¼" Hardie sub-fascia James Hardie vented smooth soffit board - Install battens at joints James Hardie vented smooth soffit board - Install battens at joints James Hardie vented smooth soffit board - Install battens at joints Hardie Select Cedarmill siding with ¾"x2½" Hardie Trim batton boards over Tyvek House Wrap air barrier ⅝" gypsum board ceiling over 6-mil poly vapor barrier⅝" gypsum board ceiling over 6-mil poly vapor barrier⅝" gypsum board ceiling over 6-mil poly vapor barrier Double 2x6 top plate 11⅞" LVL or LSL rim joist Double 2x6 top plate Double 2x6 top plate Double 2x6 top plate James Hardie cement board siding channel or lap to be selected by Owner over Tyvek House Wrap air barrier James Hardie cement board siding channel or lap to be selected by Owner over Tyvek House Wrap air barrier James Hardie cement board siding channel or lap to be selected by Owner over Tyvek House Wrap air barrier James Hardie cement board siding channel or lap to be selected by Owner over Tyvek House Wrap air barrier James Hardie cement board siding channel or lap to be selected by Owner over Tyvek House Wrap air barrier 7/16" structural wood sheathing - blocked - nailed w/ 8d 4"oc at edges & 12"oc field 7/16" structural wood sheathing - blocked - nailed w/ 8d 4"oc at edges & 12"oc field 7/16" structural wood sheathing - blocked - nailed w/ 8d 4"oc at edges & 12"oc field 7/16" structural wood sheathing - blocked - nailed w/ 8d 4"oc at edges & 12"oc field Galv metal flashing from behind air barrier out over edge of trim Galv metal flashing from behind air barrier out over edge of trim Galv metal flashing from behind air barrier out over edge of trim Galv metal flashing from behind air barrier out over edge of trim Galv metal flashing from behind air barrier out over edge of trim 5/4 x 5½" James Hardie trim bd at door & window heads 5/4 x 5½" James Hardie trim bd at door & window heads 5/4 x 5½" James Hardie trim bd at door & window heads 5/4 x 5½" James Hardie trim bd at door & window heads 5/4 x 5½" James Hardie trim bd at door & window heads 4/4 x 5½" James Hardie trim bd at door & window jambs and sills 4/4 x 5½" James Hardie trim bd at door & window jambs and sills 4/4 x 5½" James Hardie trim bd at door & window jambs and sills Spray applied polyurethane insulation to completely fill void Spray applied polyurethane insulation to completely fill voidSpray applied polyurethane insulation to completely fill void Spray applied polyurethane insulation to completely fill void ½" gypsum board with #6 drywall screws 6"oc at edges and 12"oc field ½" gypsum board with #6 drywall screws 6"oc at edges and 12"oc field ½" gypsum board with #6 drywall screws 6"oc at edges and 12"oc field ½" gypsum board with #6 drywall screws 6"oc at edges and 12"oc field Spray applied polyurethane insulation to completely fill void Double 1¾"x9¼" LVL header Refer to Sheet A7 for other headers Double 2x10 header - Refer to Sheet A7 for other headers Double 2x10 header - Refer to Sheet A7 for other headers Double 1¾"x11⅞" LVL header Refer to Sheet A4 for other headers Double 1¾"x9¼" LVL header Refer to Sheet A4 for other headers Aluminum clad wood windows - Refer to Sheet A11 Aluminum clad wood windows - Refer to Sheet A11 Aluminum clad wood windows - Refer to Sheet A11 Aluminum clad wood windows - Refer to Sheet A11 Aluminum clad wood sliding doors - Refer to Sheet A11 Aluminum clad wood sliding doors - Refer to Sheet A11 1x wood window sill - OPTIONALLY upgrade to solid surface for durrability 1x wood window sill - OPTIONALLY upgrade to solid surface for durrability 1x6 wood trim 1x wood window sill - OPTIONALLY upgrade to solid surface for durrability 1x4 wood trim and baseboard 1x4 wood trim 1x4 wood trim and baseboard 2" spay-applied closed-cell polyurethane insulation 2" spay-applied closed-cell polyurethane insulation 2" spay-applied closed-cell polyurethane insulation ½" gypsum board with #6 drywall screws 6"oc at edges and 12"oc field 3½" R15 HD FG batt insulation 3½" R15 HD FG batt insulation 3½" R15 HD FG batt insulation 2x6 wall framing at 16"oc 2x6 wall framing at 16"oc 2x6 wall framing at 16"oc 4/4 x 5½" James Hardie trim bd at door & window jambs and sills Refer to Site Plan Sheet A1 for location of foundation drains 5/4 x 5¼" James Hardie trim bd James Hardie cement board siding channel or lap to be selected by Owner over Tyvek House Wrap air barrier Jan 20, 20221 1 1 1 1 1 1 Feb 2, 20222 ½" gypsum board ceiling - typ at lower level 2 ½" gypsum board ceiling - typ at lower level ½" gypsum board ceiling - typ at lower level 2 2/2/22 Sheet Number A14 Joseph E Calvin Date Sheet Title Wall Sections November 8, 2021 of 16 ST E V E N S O N R E S I D E N C E 93 0 V i s t a L a n e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 1 0 7 – S T E V E N S O N R E S I D E N C E F i l e : " 2 1 0 8 C D " M o d i ﬁ e d : W e d , F e b 2 , 2 2 P r i n t : W e d , F e b 2 , 2 2 D r a w n b y : J E C C h e c k e d b y : J E C Reviewed by SAFEbuilt 02/07/2022 3'-0"2'-9"2'-6"1'-3"2'-9"3'-1"3½" 3'-0"2'-9"2'-6"1'-3"2'-9"3'-0" 1'-0"3'-0"3'-0"3'-0"3'-8½" 3½" 1'-0"1'-0"2'-9"2'-0"1'-0"3'-0" 2' - 6 " 6" 3' - 0 " 3' - 0 " 1' - 6 " 3' - 6 " 3'-0"3'-0" 3' - 0 " 5' - 0 " ± 15" deep cabinetsFurniture by Owner 12" deep upper cabinets Electric stove Extend water line to refrigerator for ice maker 24" deep base cabinets12" deep base cabinets Trash and recycling drawers Steel frame cantilever tabletop Kitchen East Elev9Scale: 1/4" = 1'-0" 0 1 2 4 6 8Kitchen North Elev10Scale: 1/4" = 1'-0" Kitchen West11Scale: 1/4" = 1'-0" Kitchen North Elev12Scale: 1/4" = 1'-0" General Notes 1. Where different floor finishes meet the transition at doors shall occur below door leaf in the closed position. Transitions shall be made using solid aluminum profiles from Schluter Systems with clear finish. 2. Typical gyp bd level of finish is to be #4 on this project except where noted otherwise. Walls to receive tile are to be tile backer board with level #2 finish. Walls to receive epoxy or glossy paint are to be level #5 finish. Ceilings are to be #3 level to receive texture finish and paint. 3. All interior trim & base boards are to be 1x4 except door and window headers which are 2x6. Species and stains to be selected by Owner. 4. Provide metal drywall corner bead at all exposed interior gyp bd corners. 5. Provide 2x8 blocking in all bathroom walls as required for accessories – verify locations with Architect prior to drywall installation. Bathroom looking South1Not to Scale northBathroom looking East2Not to Scale no r t h Bathroom looking North3Not to Scale north Bedroom looking North4Not to Scale north Bedroom looking Southeast8Not to Scale no r t h Stair looking West7Not to Scale no r t h Hall looking North6Not to Scale north Entrance looking North5Not to Scale north Guest Room looking West13Not to Scale no r t h Living and Kitchen looking North17Not to Scale north Dining and Living looking Southwest16Not to Scale no r t h Living and Kitchen looking West15Not to Scale no r t h Living, Dining & Kitchen looking North14Not to Scale north 11/8/21 Sheet Number A15 Joseph E Calvin Date Sheet Title Interiors November 8, 2021 of 16 ST E V E N S O N R E S I D E N C E 93 0 V i s t a L a n e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 1 0 7 – S T E V E N S O N R E S I D E N C E F i l e : " 2 1 0 8 C D " M o d i ﬁ e d : M o n , N o v 8 , 2 1 P r i n t : M o n , N o v 8 , 2 1 D r a w n b y : J E C C h e c k e d b y : J E C Reviewed by SAFEbuilt 02/07/2022 General Notes 3 WP GFI 220v CO SD T T F Legend J 1. Lighting locations shown take precedence over other ceiling-mounted items -- these plans shows locations. In the case of conflict, lighting locations take precedence. 2. All interior framed walls are to be constructed full-height to under side of roof or floor deck above unless indicated otherwise. 3. Ceilings at Guest Bathrooms and Guest Closets are to be level at 8'-0" aff. 4. Electrical contractor is to be responsible for working with the GC and Owner on the details of this plan on a "Design-Build" basis, including the following: a. Selection of fixtures, devices, and plates. b. Service including expanding/adding: transformers, meters, panels & sub- panels, circuits, disconnects & other switches, distribution & devices. c. Requirements to meet Local and State of Colorado Code regulations, including the 2020 National Electric Code. d. Power needed for mechanical equipment, appliances, and other equipment & systems. e. Locating thermostatic controls. 4. All smoke and CO detectors shall be wired directly to electrical panel and interconnected so that actuation of one device will activate all alarms. 5. All exterior lighting fixtures shall be shielded, downward directed, and compliant with dark sky regulations. Exterior lights illustrated this project or downward directed recessed soffit lights, except for deck railing lights, a cut sheet for which is reproduced above. 6. This project does not entail a lighting control system. D M T MS OS T AC AC ACC Upper Level Power Plan Scale: 1/8" = 1'-0"pl a n tr u e 0 2 4 8 12 16 Lower Level Power Plan Scale: 1/8" = 1'-0"pl a n tr u e 0 2 4 8 12 16 Upper Level Lighting Plan Scale: 1/8" = 1'-0"pl a n tr u e 0 2 4 8 12 16 Lower Level Lighting Plan Scale: 1/8" = 1'-0"pl a n tr u e 0 2 4 8 12 16 1x4 LED light with shatter proof protective covering Recessed can light into level or sloping ceiling Decorative pendent light fixture - adjust stem length so that lights are constant height above countertop Ceiling mounted pendent light fixture or exterior decorative can fixture Pier mounted exterior light fixture - dark-sky compliant Wall mounted Bathroom sconce light fixture Wall mounted exterior light fixture Thin-profile linear LED lighting Combination light and exhaust fan Ceiling fan and light combination Wall mounted light fixture above door Track Lighting Light Switch Multi-Way Switch Dimmer Switch Momentary Dimmer Multi-Way Switch Timer Switch Occupancy Sensor Exterior Motion Sensor Standard Duplex Outlet - mounted at 18" aff unless noted otherwise Quad Outlet mounted at 18" aff unless noted otherwise Switched Outlet Outlet with USB-A and USB-C plugs Exterior/Waterproof Outlet with protective cover Ground Fault Circuit Interrupt protected Outlet - height as noted 220v Outlet Floor outlet (steel finish) with protective cover - verify location w/ Owner Ceiling outlet for garage door openers and light Smoke Detector Carbon Monoxide Detector Junction Box - refer to plans for usage TV-AV port - coordinate with Owner Data port Bathroom Exhaust Fan Split-System AC (concealed above ceiling) Slot Diffuser Split-System AC Split-System Condenser on Pad Thermostat Baseboard Heater with Integrated Thermostatic Control Distribution Panel Electric Meter Transformer Utility Pole T WP Extend waterproof power to base of tree north of house WP CO SD SD SD SD CO SD J 220V +45 Junction boxes for future wall charging stations 8'-6" typ charge cord length WP WP (1) outlet high next to soffit for holiday lighting WP GFI +4Z8 Provide (3) additional fixtures for future installation 3 3 (1) outlet high next to soffit for holiday lighting +42 GFI GFI GFIGFI GFIGFI +42 GFI Extend in future to future stair lights 3 3 3 3 3 3 3 3 3 3 T T T +42 +42 GFI +42 GFI +42 GFI +42 GFI +42 GFI +42 GFI +42 GFI +42 WP GFIGFIGFI +42 GFI J T AC JJJ T J +78± +42 Direct-Wire LED Recessed Downlight 4JBK ADJ IC Remodel Specifications Aperture: 2-1/2" (62.0) Overlap Trim: 4-7/8" (124.0) Height: 4-5/8" (117.2) Ceiling Opening: 4-5/8" (117) Min Ceiling Thickness: 1/2" (12.7) Max Ceiling Thickness: 1-1/2" (38.1) All dimensions are inches (millimeters). FEATURES & SPECIFICATIONS INTENDED USE — The OneUp™ recessed direct-wire LED downlight includes integrated junction box, trim, pre-installed non-metallic bushings and 3-port push wire quick connectors in one package. The OneUp is the most economical means to create a well lit environment with exceptional energy efficiency and near zero maintenance. CONSTRUCTION — Aluminum die cast, adjustable gimbal trim. Integrated galvanized steel junction box with captive door for easy access. Suitable for daisy chaining (pulling wires). Available in 3000K color temperature LEDs. OPTICS — Round adjustable gimbal with 180 degrees of rotation and 35 degrees of adjustable tilt in both directions. Diffused lens provides even light distribution for general illumination, equivalent to 65W incandescent flood lamp. Wide flood beam angle at >90°. CRI >90. Maintains at least 70% light output for 50,000 hours. INSTALLATION — Tool-less installation. Secure trim retention with two side-mounted spring clips for easy installation in plaster, sheet rock, or plywood ceilings. The integrated junction box - with pre-installed non-metallic bushing - allows non-metallic cable to be fed through without the hassle of knockouts. The captive junction box door provides easy access to pre-installed 3-port push wire quick connectors for straight-forward wiring. Rated for Type IC installations. Maximum of 4 No. 12AWG through branch circuit conductor suitable for 90°C permitted in box. Ground wire provided. ELECTRICAL SYSTEM — LED module with high-efficiency on board driver. Dimming down to 10%. For compatible dimmers, refer to: Compatible dimmers chart. Actual wattage may differ by +/-5% when operating at 120V +/-10%. LISTINGS — ETL certified to US and Canadian safety standards. Can be used to comply with California Title 24 Part6 High Efficacy LED Light Source Requirements. ‡ ENERGY STAR® certified. Damp location listed. WARRANTY — 5-year limited warranty. Complete warranty terms located at: www.acuitybrands.com/support/warranty/terms-and-conditions Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. DOWNLIGHTING 4JBK ADJ Catalog Number Notes Type Notes 1 Total System Delivered Lumens. 2-1/2” [62.0] 4-7/8” [124.0] 4-5/8” [117.2] Brushed nickel Oil-rubbed bronze IC RATED Accessories: Order as separate catalog number. OUJBK643 PAN U Universal Construction Pan Universal Construction Pan CAN BE USED TOCOMPLY WITH 2019 HIGH EFFICACY LED LIGHT SOURCE REQUIREMENTS ‡ ‡ Only these configurations are ENERGY STAR® certified. ORDERING INFORMATION Catalog Number Description *250KL4 4JBK ADJ 27K 90CRI MW M6 Canless Kit 4" Baffle, Round, 2700K CCT, 8.2W, 595L, 90CRI, Matte white *250KPG 4JBK ADJ 27K 90CRI BN M6 Canless Kit 4" Baffle, Round, 2700K CCT, 8.2W, 595L, 90CRI, Brushed Nickel *250KPC 4JBK ADJ 27K 90CRI ORB M6 Canless Kit 4" Baffle, Round, 2700K CCT, 8.2W, 595L, 90CRI, Oil Rubbed Bronze *259WWC 4JBK ADJ 30K 90CRI MW M6 ‡Canless Kit 4" Baffle, Round, 3000K CCT, 8.2W, 620L, 90CRI, Matte white *261RJP 4JBK ADJ 30K 90CRI BN M6 ‡Canless Kit 4" Baffle, Round, 3000K CCT, 8.2W, 620L, 90CRI, Brushed Nickel *261RJM 4JBK ADJ 30K 90CRI ORB M6 ‡Canless Kit 4" Baffle, Round, 3000K CCT, 8.2W, 620L, 90CRI, Oil Rubbed Bronze *250KPH 4JBK ADJ 40K 90CRI MW M6 ‡Canless Kit 4" Baffle, Round, 4000K CCT, 8.2W, 635L, 90CRI, Matte white *250KPM 4JBK ADJ 40K 90CRI BN M6 ‡Canless Kit 4" Baffle, Round, 4000K CCT, 8.2W, 635L, 90CRI, Brushed Nickel *250KPJ 4JBK ADJ 40K 90CRI ORB M6 ‡Canless Kit 4" Baffle, Round, 4000K CCT, 8.2W, 635L, 90CRI, Oil Rubbed Bronze 4JBK ADJ DOWNLIGHTING: One Lithonia Way, Conyers, GA 30012 Phone: 1-800-705-SERV (7378) www.lithonia.com © 2018-2021 Acuity Brands Lighting, Inc. All rights reserved. Rev. 05/21/21 DATE: PRINT DATE: TEST NO: MANUFACTURER: LUMINAIRE CATALOG NO.: LUMINAIRE DESCRIPTION: LAMP DESCRIPTION: LUMENS PER LAMP: [_PRODUCTID] [_LAMPPOSITION] [_MOUNTING] [_TOTALLUMINAIRELUMENS] [_PHYSICALDIMENSIONS] [_VLC_SIGNALING_APERTURE] [_ABSOLUTE] [_ABSOLUTELUMENS] [_INPUT_ELECTRICAL] [_TEMP0] 6/26/2017 November 6, 2017 ISF 35023 Lithonia Lighting 4JBK ADJ 30K 90CRI 4" Gen 5 Kit Gimbal 3000K Bridgelux LEDs LED 613.6348 b0b9cc9d-f3e8-462b-b8bb-0d1b964d4bf6 0 , 0 RECESSED DOWNLIGHT 613.7 -0.33, -0.33, 0 0, 0, 0 NOTE: DATA SHOWN IS ABSOLUTE FOR THE SAMPLE PROVIDED. 614.2 120.1 VOLTS, 8.12 WATTS, 0.0681 AMPS AMBIENT: 25.2 0° 20° 40° 60° 80° 200 Ave Lumens 0 5 15 25 35 45 55 65 75 85 90 238 238 227 205 175 142 107 71 37 9 0 23 64 94 109 109 95 70 39 10 Zone Lumens % Lamp 0° - 30° 0° - 40° 0° - 60° 0° - 90° 90° - 120° 90° - 130° 90° - 150° 90° - 180° 0° - 180° 180.5 289.9 494.2 613.6 0.0 0.0 0.0 0.0 613.6 29.4 47.2 80.5 100.0 0.0 0.0 0.0 0.0 *100.0 *Efficiency Coefficients of Utilization pf 20% pc 80%70%50% pw 50%30%10% 50%30%10% 50%30%10% 0 1 2 3 4 5 6 7 8 9 10 119 104 91 80 71 64 58 52 48 44 41 119 100 85 72 63 55 49 44 40 36 33 119 96 79 66 56 49 43 38 34 30 28 116 102 89 79 70 63 57 52 47 43 40 116 98 83 71 62 55 48 43 39 36 33 116 95 78 65 56 48 42 38 34 30 28 111 98 86 76 68 61 55 50 46 42 39 111 95 81 70 61 53 48 43 39 35 32 111 92 76 64 55 48 42 37 33 30 28 RC R 50% beam - 61.7° 10% beam - 106.8° Mounting Height Inital FC Center Beam Diameter FC Diameter FC 8.0 10.0 12.0 14.0 16.0 7.9 4.2 2.6 1.8 1.3 6.6 9.0 11.3 13.7 16.1 3.9 2.1 1.3 0.9 0.7 14.8 20.2 25.6 31.0 36.3 0.8 0.4 0.3 0.2 0.1 Spacing to Mounting Height:1.2 4JBK ADJ OneUP™ Direct Wire LED PHOTOMETRICS 4JBK ADJ 30K, 3000 K LEDs, input watts: 8.12, delivered lumens: 614.2, LM/W=75.6, test no. ISF 35023 Distribution Curve Distribution Data Output Data Coefficient of Utilization Illuminance Data at 30” Above Floor for a Single Luminaire ENERGY DATA LIGHTING FACTS COMPATIBLE DIMMERS Lutron Leviton Pass & Seymour Synergy/Leviton Sensorswitch DV-603P-LA 6633-PA HCL453PTCCCV6 ISD 600 I 120 / IPI06 nSP5 PCD 2W CT-603PR-WH 6615-P LS 603 PWV ISD 1000 I 120 / IPI10 nSP5 PCD ELV 120 DVELV-300P ISD 400 ELV 120 / IPE04 300P SELV DV-600P NTELV-300P NLV-600 Caseta PD-6WCL dimmer (requires Lutron Smart Bridge L-BDG2-WH which is sold separately from the dimmer) DIMMER COMPATIBILITY 4" ADJUSTABLE GIMBAL ENERGY DATA Color Temperature 2700K 3000K 4000K 5000K Lumens 595 620 635 640 CRI 90 Lumens/Watt 72.56 75.61 77.44 78.05 Min. starting temperature -18°C (-0°F) EMI/RFI FCC Title 47 CFR, Part 15, Class B Sound rating Class A Standards Input voltage 120V AC Min. power factor 0.9 Input frequency 50/60HZ Rated wattage 8.2W Input power 8.2W Input current 0.07A Exterior Railing LightsExterior Sofﬁt Lights (or similar) 11/8/21 Sheet Number A16 Joseph E Calvin Date Sheet Title Power & Lighting Plans November 8, 2021 of 16 ST E V E N S O N R E S I D E N C E 93 0 V i s t a L a n e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 1 0 7 – S T E V E N S O N R E S I D E N C E F i l e : " 2 1 0 8 C D " M o d i ﬁ e d : M o n , N o v 8 , 2 1 P r i n t : M o n , N o v 8 , 2 1 D r a w n b y : J E C C h e c k e d b y : J E C Reviewed by SAFEbuilt 02/07/2022 2015 IECC -75% OF LAMPS SHALL BE HIGH EFFICIENCY -ALL DUCT WORK LOCATED OUTSIDE THE THERMAL ENVELOPE SHALL BE TESTED FOR LEAKAGE In t e r s t i c e A r c h i t e c t u r a l S t u d i o , L L C 97 0 - 4 2 0 - 8 2 6 4 Es t e s P a r k , C o l o r a d o M-1 Reviewed by SAFEbuilt 02/07/2022 In t e r s t i c e A r c h i t e c t u r a l S t u d i o , L L C 97 0 - 4 2 0 - 8 2 6 4 Es t e s P a r k , C o l o r a d o M-2 Reviewed by SAFEbuilt 02/07/2022