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HomeMy WebLinkAboutPLANS 1341 David Dr New Home 2018-10-22Conctractor: Don Darling (970) 586-1047 don@darlingenterprise.com 7914' 792 1 7 9 1 2 7 9 1 1 7909 7 9 1 2 7 9 1 3 79 1 0 79 0 8 Pe r m i t S e t 1 0 / 2 2 / 1 8 WOLF RESIDENCE 1341 David Drive Estes Park, CO 80517 ©2018 Interstice Architectural Studio, LLC Site Plan Scale: 1" = 20'-0"north 0 10 20 30 40 27 ' - 4 " 25' - 0 " s e t b a c k 25'-0" s e t b a c k 4 1 ' - 3 " 2 5 ' - 0 " s e t b a c k 25'-0" setback 25'- 0 " s e t b a c k 25' - 0 " s e t b a c k 78 9 5 78 9 6 78 9 7 78 9 8 78 9 9 79 0 0 79 0 1 790 2 790 3 790 4 790 5 790 6 790 7 790 8 790 9 7 9 1 0 7 9 1 1 7 9 1 2 7 9 1 3 7 9 1 4 79 1 5 79 1 6 79 1 7 791 8 7919 7920 7921 7922 7923 7 9 2 4 792 6 7927 7928 7929 7 9 3 1 793 2 792 5 7 9 3 2 7 9 3 1 7 9 3 0 79 2 6 792 7 7 9 2 8 7 9 2 9 79 2 5 79 2 0 79 1 5 79 1 0 79 0 5 7894 7893 7892 7890 7891 7889 7888 7887 789 0 789 5 79 0 0 7 9 0 6 7 9 0 7 7 9 0 8 7 9 0 5 7 9 0 4 7 9 0 5 7 9 0 4 7 9 0 3 7 9 0 6 7 9 0 7 79 0 9 7 9 1 1 7 9 1 4 7 9 1 5 7 9 2 0 7 9 2 5 7 9 3 0 7906 7907 7908 7910 7911 7912 7 9 0 9 7 9 1 0 7908 79 0 7 7 9 0 6 79 0 5 7 9 0 6 7 9 0 3 7 9 1 3 Garage FF 7914' on site = 100'-0" on other drawings Lower Level FF 7914' on site = 100'-0" on other drawings 792 2 High point in perimeter foundation drain Perimeter foundation drain Daylight perimeter foundation drain Daylight perimeter foundation drain Perimeter foundation shore and install well below tree roots Protect significant tree Area drain tie into foundation drain TO Wall = 7922' Area drain Counterslope up to 7922.5 Counterslope up to 7827.5 Cut grade back as illustrated - no retaining wall Daylight patio and slot trench drain Garage drain tie in 5" Asphalt driveway Stabilize earth with boulders - not shown` Permit Information APPLICABLE CODES: 2015 International Residential Code (IRC) 2017 National Electric Code (NEC) 2015 International Energy Conservation Code (IECC) Estes Valley Development Code (EVDC) MUNICIPALITY:Town of Estes Park LEGAL DESCRIPTION: Lot 11, Block 1, Fall River Estates, County of Larimer, State of Colorado PARCEL #: 3522205011 LOT AREA: 56,192 sf ± (1.29 Acres) ZONING CLASSIFICATION: E-1 Estate OCCUPANCY: Single-Family Residence CONSTRUCTION TYPE: Type V-B (IBC Classification) - 13R sprinklered FLOOR AREA: Lower Level Conditioned 1089 sf Lower Level Garage 536 sf Lower Level Patio 122 sf Upper Level Conditioned 1625 sf` Upper Level Deck 218 sf BUILDING HEIGHT: Highest peak (at prow) = 31'-8" above natural grade. Height allowed by EVDC: 30'-0" Height calculated per EVDC: Lowest Grade (east wall) = 7909' Highest Grade (west wall) = 5925' Average Grade = 7917' Absolute Elevation at Prow = 7940.71' Difference (7940.71 - 7917') = 23.71' < 30.0' DESIGN CRITERIA: Project Elevation: 7920' ± Ground Snow Load: 82 psf Wind Speed: 175 mph Exposure C (habitable structure) Altitude Correction Factor: 0.76 Seismic Design Category: B Subject to Damage From Weather: Moderate to Severe Frost Line Depth: 30" Termites: Slight to Moderate Climate Winter Design Temperature: 1° F Ice Barrier Underlayment: < 4:12 pitch Flood Hazard: FEMA Zone X — Low Risk Air Freezing Index: 920 Mean Annual Temperature: 43° F Roofing Classification: Class A Presumed Soil Bearing Pressure: 2,500 psf PROPOSED PLUMBING FIXTURES: 3 toilets, 2 showers, 1 bathtub, 5 sinks, 1 dish washer, 1 washer, 2 hose bib ENERGY CONSERVATION: See REScheck Compliance Certificate on Sheet A09 A01 Title Sheet SURVEY 1 of 1 Existing Conditions Site Plan ARCHITECTURAL A02 Foundation Plan and Isometrics A03 Lower Level Floor Plan A04 Upper Level Floor Plan A05 Roof Plan A06 Exterior Elevations A07 Exterior Doors and Windows A08 Building Sections A09 Wall Sections A10 Interiors. REScheck and Radon A11 Stair and Railing Details STRUCTURAL S1 General Notes S2 Foundation Plan S3 Floor Framing Plan S4 Roof Framing Plan S5 Wall Framing Plan S6 Steel Frame Details Sheet IndexProject General Notes 11. Field verify all rough openings and wall widths prior to ordering or fabrication of materials. 12. Subcontractors shall submit shop drawings for review and approval to the Fire Department for the Type 13R Automatic Sprinkler System. 13. Provide blocking in all walls as required for door stops, fixtures, accessories, cabinetry and shelving (including items by Owner) - verify locations with Architect/Owner prior to drywall. Blocking may be either 2x8 Douglas Fir lumber or 8" wide 24 ga galvanized steel strapping may be used per GC's option. 14. The work illustrated on these drawings shall not interrupt the operation of surrounding off-site businesses or activities. 15. 12" Tall permanent building address numerals of a contrasting color shall be installed on the west elevation of the building or on a monument sign near the driveway entrance. Location, size, etc to be reviewed and approved by the Fire Authority. See Sheet A06 for one possible location. 16. Mechanical and Plumbing systems are to be design-build. 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. 17. Electrical systems beyond the design provided on Sheet A07 of these drawings shall be design-build. 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. Provide shoring, temporary bracing, barricades and other measures as necessary to ensure a safe building construction site. 8. GC shall qualify any proposed substitutions at time of bid. 9. This project includes a passive radon mitigation system – Refer to Sheet A10. 10. Portable fire extinguishers on wall brackets shall be provided and installed in accordance with the current International Fire Code and Fire Code Standard number 10-1. All portable fire extinguishers shall be 10 lb multi-purpose ABC type, manufactured by JL Industries or approved substitute. See Sheets A03 and A04 for locations. Estes Park, Colorado Not to Scale north Project Site 1341 David Dr Downtown Estes Park We s t B o u n d a r y L i n e o f T o w n o f E s t e s P a r k a n d E s t e s V a l l e y D e v e l o p m e n t C o d e Owner: Mr. John Wolf jwolftexas@yahoo.com Architect: Joe Calvin (970) 420-8264 joe@intersticearch.com Structural Engineer: David Bangs (970) 308-8221 dbangs@trailridgece.com S75°00'W 1 2 1 . 6 8 ' S1 ° 1 5 ' 1 4 " W 1 6 2 . 2 9 ' S5 2 ° 0 0 ' E 2 0 5 . 3 6 ' N38 ° 0 0 ' E 1 9 2 . 5 9 ' Chord: S35°13'58"E 156.19' Delta=33°31'23" L=158.44' R=270.8' 26'-0" S S W W G G G E E E 10/22/18 Sheet Number A01 Joseph E Calvin Date Sheet Title Title Sheet and Site Plan October 22, 2018 of 11 WO L F R E S I D E N C E 13 4 1 D a v i d D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 1 2 – W O L F R E S I D E N C E F i l e : " 1 8 1 2 C D " M o d i fi e d : M o n , O c t 2 2 , 1 8 P r i n t : M o n , O c t 2 2 , 1 8 D r a w n b y : J E C C h e c k e d b y : J E C Architectural Foundation Plan Scale: 1/4" = 1'-0"north 0 1 2 4 6 8 22 ' - 2 " 15'-6" 3 0 ' - 6 " 11'-0" 3 ' - 4 " 3 ' - 4 " 11'-10½"13'-1"24'-2" 11'-5"12'-9" 4'-11" 4' - 1 1 " 19 ' - 1 " 20 ' - 0 " 5' - 0 " 8' - 2 " 8'-2"5'-0" 6' - 8 " Step in FootingStep in Footing Step in Footing 1'-1¼" typ ICF wall 1' - 1 ¼" ty p I C F wa l l 1'-1¼" typ ICF wall 1' - 1 ¼" ty p I C F wa l l 1' - 1 ¼" ty p I C F wa l l Step in Footing Step in Footing 120 ° 60° 15'-0¼" 3 0 ' - 0 ¼ " 1'-1 ¼" typ IC F wall Step in Top of Wall Step in Top of Wall See Isometrics 1 ' - 1 ¼ " t y p I C F w a l l 5'-6" Refer to Structural for Footing Dimensions 1'-1 ¼" typ IC F wall 1'-11" 4'-5" 2' - 3 ¾" Building Setback Line Building Setback Line Building Setback Line TO Wall 99'-8"TO Wall 99'-8" TO Ftg 99'-8" TO Ftg 99'-8" TO Ftg 95'-6" TO Ftg 97'-0" TO Ftg 98'-2" TO Wall 109'-0" TO Wall 109'-0" TO Wall 113'-0"TO Wall 113'-0" TO Wall 109'-0" TO Wall 103'-4" TO Ftg 95'-6" TO Ftg 95'-6" TO Wall 107'-8" 18 ' - 0 " 22'-0" 8'-0" 4' - 0 " 12'-8 ¾" 5' - 7 ¾" 5'-7¾" 11 ' - 9 ¾" 9'-2" 3 8 ' - 9 ½ " TO Ftg 96'-8" General Notes 1. 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. 2. Do not backfill against foundation walls until all adjacent floor framing is in place and securely anchored or until adequate temporary shoring is installed. 3. Electrical and Plumbing Contractors shall review sleeve locations and other blockouts as needed in formwork before concrete is placed. 4. Where footings cannot be constructed because they would require the removal of bedrock, foundation walls may be dowelled directly to the existing bedrock. Refer to Structural for detail. This alternate detail cannot be used where the ufer ground is to be located - coordinate with Electrical Contractor. 5. Refer to Structural for additional requirements. 5'-0"6'-4" 5' - 0 " 7' - 9 "4'-0" 1 ' - 6 " ⅛" per foot Slope Dn ⅛" per foot Slope Dn ⅛" p e r f o o t Sl o p e D n ⅛" p e r f o o t Sl o p e D n ⅛ " p e r f o o t Slo p e D n ⅛" p e r f o o tSlope DnFloor drain Re: Sheet A01 Area drain Re: Sheet A01 4 " s l a b 5 " s l a b 8" thickened slab for future residential elevator - omit hydronic tubing this area 8" thickened slab for stair landing - Re: Sheet A11 - omit hydronic tubing this area Areas of thickened slab See Plan 1⅛" 1⅛" 5' - 6 ½" 8' - 4 ⅜" 8'-4⅜" 5'-1 ¼" 1 A08 1 A08 2 A08 2 A08 3 A08 3 A085A085 A08 4 A08 4 A08 6 A08 6 A08 Sheet Number A02 Joseph E Calvin Date Sheet Title Foundation Plan and Isometric October 10, 2018 of 11 WO L F R E S I D E N C E 13 4 1 D a v i d D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 1 2 – W O L F R E S I D E N C E F i l e : " 1 8 1 2 C D " M o d i fi e d : T h u , O c t 1 1 , 1 8 P r i n t : T h u , O c t 1 1 , 1 8 D r a w n b y : J E C C h e c k e d b y : J E C Lower Level Floor Plan Scale: 1/4" = 1'-0"north 0 1 2 4 6 8 Garage Sunken Patio Entry Guest 2 Guest 1 Bath Living Room Closet Steel emergency escape ladder FF=100'-0" (7914') Future Elevator See Sheet A10 22 ' - 2 " 1½" t y p fr a m i n g t o IC F o f f s e t 5½" 24'-0½" 1'-1¼"22'-11¼" 1'-6"16'-0"1'-6" 3½" Recessed wall to match overhead door finish 1'-1¼" typ ICF wall 15'-6" 3 0 ' - 6 " 120 ° 11'-0" 8'-9" 1'-0" 3 ' - 5 1 / 2 " 3 ' - 4 " 6 ' - 3 3 / 4 " 3 ½ " 2 ' - 1 0 " 3 ½ " 5 ' - 3 " 3 ½ " 5'-6" 3 ½" 5'-0¼"8'-3 ¾"11'-8 3/16" 3½" 14'-5 1/4"3½" 2'-3½" 4' - 1 " 3' - 1 0 ½" 2'-1" 2' - 1 " 1'-8" 8' - 6 1 / 4 " 6" 10 ' - 9 ¾" 2'-0" 18 ' - 1 1 ¾" 20 ' - 0 " 13'-4" 5' - 0 ¼" 3" 2'-3" 3" 10" Soffits for "space- over-space" effect 1½" 5½"6¼" 5' - 0 " 9' - 0 " 4' - 0 " 4½" 6' - 2 " 1' - 5 ½" 8'-0"7'-1¼"12'-8 ¾" 5'-0"9'-0"8'-0" 5'-0¼" 5' - 0 ¼" 3 8 ' - 7 ¼ " 1 4 ' - 8 " 3 ' - 4 " 3 ½ " 5 ' - 8 ½ " 5 ' - 4 " 2'-0" Gas Fireplace 3 ' - 0 " x 6 ' - 8 " p r i v a c y s e t 2 ' - 8 " x 6 ' - 8 " p r i v a c y s e t 2 ' - 0 " x 6 ' - 8 " p r i v a c y s e t 2'-8" x 6'-8" privacy set 2'-8" x 6'-8" passage set 2'-0" x 6 ' - 8 " pass a g e s e t Edge of tile or flagstone Edge of tile or flagstone Edge of tile or flagstone Fire extinguisher see General Note on Sheet A01 Boiler and side-arm hot water tank 2'- 8 " x 6 ' - 8 " Ins u l a t e d H M en t r a n c e s e t 4½"5½" Frostproof hosebib Frostproof hosebib 2'-11 ¾" 16 ' - 0 " 1' - 6 " 1' - 5 ¾" 16 ' - 0 " W x 8 ' - 0 " O v e r h e a d D o o r w i t h O p e n e r F SS T V M M G G LL MM NN1'-6" 6" Stucco on ICF or Stone veneer ⅝" gyp bd on ICF - typ ⅝" gyp bd on ICF - typ General Notes 1. All work shall comply with governing codes for construction 2015 IRC. 2. Do not scale drawings for dimensions. Dimensions are typically to face of ICF and face of framing member, unless otherwise noted. 3. All interior walls to be framed to structure above except where otherwise noted. 4. Field verify all rough openings and wall widths prior to fabrication and/or ordering of materials. 5. All interior doors are to be single panel or two panel wood unless otherwise noted. 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. Alternately 8" galvanized steel 24 ga plates and/or strapping may be used. 8. Refer to REScheck documentation on Sheet A09 for exterior wall, floor and roof assembly insulation requirements. 9. Provide sound batt insulation at all bedrooms, bedrooms, laundry and mechanical room walls -- typical. Install thermal batt insulation at all furring locations shown at exterior walls on plan. 10. Refer to Structural Drawings for additional requirements. Refer to isometric above right for soffit above for "space over space" effect 1 A08 1 A08 2 A08 2 A08 3 A08 3 A085A085 A08 4 A08 4 A08 6 A08 6 A08 Sheet Number A03 Joseph E Calvin Date Sheet Title Lower Level Floor Plan October 10, 2018 of 11 WO L F R E S I D E N C E 13 4 1 D a v i d D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 1 2 – W O L F R E S I D E N C E F i l e : " 1 8 1 2 C D " M o d i fi e d : T h u , O c t 1 1 , 1 8 P r i n t : T h u , O c t 1 1 , 1 8 D r a w n b y : J E C C h e c k e d b y : J E C 7 A10 Upper Level Floor Plan Scale: 1/4" = 1'-0"north 0 1 2 4 6 8 Closet Bath Bedroom Laundry Kitchen Great Room Powder Pantry Hall Deck 21 ' - 1 1 " 23'-11"5'-0¼"20'-0" 15 ' - 0 " 5' - 0 ¼" 5' - 0 ¼" 12 ' - 1 1 ¾" 16'-11¾"5'-0¼"15'-5¼" 3 0 ' - 5 ¼ " 19'-11 " 4 1 ' - 1 1 ¼ " FF=110'-0" (7924') 4' - 6 " 6' - 0 " 2' - 1 1 " 3½" 2'-8¾" 3½"5'-1 0 " 5½"9'-0"3½" 3'-6" 5½" 7' - 2 ½" 3½" 3' - 6 " 10'-0½" 3½" 11 ' - 0 " 5½" 7' - 1 ½" 3½" 3' - 3 ½" 6' - 2 " 3½" 3' - 3 " 5½" 3½" Fire extinguisher see General Note on Sheet A01 3½" 1' - 3 " 3 ½ " 6'- 1 1 ¼ " 3½"3'-0"3'-8" 9'-0" 1 0 ' - 9 " Edge of tile or flagstone 7 ' - 0 " 3'-10" Run power to Kitchen Island Furniture by Owner E E General Notes 1. All work shall comply with governing codes for construction 2015 IRC. 2. Do not scale drawings for dimensions. Dimensions are typically to face of ICF and face of framing member, unless otherwise noted. 3. All interior walls to be framed to structure above except where otherwise noted. 4. Field verify all rough openings and wall widths prior to fabrication and/or ordering of materials. 5. All interior doors are to be single panel or two panel wood unless otherwise noted. 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. Alternately 8" galvanized steel 24 ga plates and/or strapping may be used. 8. Refer to REScheck documentation on Sheet A09 for exterior wall, floor and roof assembly insulation requirements. 9. Provide sound batt insulation at all bedrooms, bedrooms, laundry and mechanical room walls -- typical. Install thermal batt insulation at all furring locations shown at exterior walls on plan. 10. Refer to Structural Drawings for additional requirements. 2'-0" x 6 ' - 8 " passage set 3'-0" x 6 ' - 8 " privacy s e t hinge c l o s e r 5'-0 " x 6 ' - 8 " privac y s e t 3'-0" x 6'-8" privacy set 2'-0" x 6'-8" passage set 2'-8" x 6'-8" pocket 2'-8" x 6'-8" pocket 3'-0" x 6'-8" pocket 3½"1'-8½" 2' - 9 ½" 6' - 0 " 3'-6" 3 ' - 6 " 6 ' - 0 " 7 ' - 6 " Gas log fireplace product TBS 7'-2"8"3'-10"2"3'-10"7¾"3'-8¼"7'-1¼"3' - 8 ¼" 7' - 2 " 8" 2' - 1 0 " 7½" 13'- 6 " 3 ' - 1 0 " 2 " 3 ' - 1 0 " 2 " 3 ' - 1 0 " 7 ½ " 7 ½" 3'-10" 2" 3'-10" 3 ' - 1 0 " 2 " 3 ' - 1 0 " 2 " 3 ' - 1 0 " 7 ¾ " 3 ' - 3 " 2 " 3 ' - 3 " 8 ' - 1 ¼ " 2" 2'-8" 4" 2'-8"2"2'-8" 6" 3'-0" 2" 3'-0" J J J J J J JJR R opp Y YEE KK KK JJ JJ JJ RR SSSS SS SS RR UU UU 7 A10 4-tier 12"x48" shelving @ 18"oc 5-tier shelving 18" deep at 18"aff 12" at 2'-10" & 4'-2" 6" at 5'-6" & 6'-2" 1 A08 1 A08 2 A08 2 A08 3 A08 3 A085A085 A08 4 A08 4 A08 6 A08 6 A08 Sheet Number A04 Joseph E Calvin Date Sheet Title Upper Level Floor Plan October 10, 2018 of 11 WO L F R E S I D E N C E 13 4 1 D a v i d D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 1 2 – W O L F R E S I D E N C E F i l e : " 1 8 1 2 C D " M o d i fi e d : T h u , O c t 1 1 , 1 8 P r i n t : T h u , O c t 1 1 , 1 8 D r a w n b y : J E C C h e c k e d b y : J E C Roof Plan Scale: 1/4" = 1'-0"north 0 1 2 4 6 8 3:12 Slope Dn 3:12Slope D n 3: 1 2 Sl o p e D n 1.5:12Slope D n 1. 5 : 1 2 Sl o p e D n 3:12Slope D n 3:12Slope D n 3 : 1 2 S l o p e D n 3 : 1 2 S l o p e D n 2'-0" 2 ' - 0 " 2'-0" 8" 8" 2' - 0 " 2'-0" 2'-0 " 2' - 0 " 2'-0" 2' - 0 " 2'-0" 2'-5 ½" 3:12 slope 3:12 slope Standing seam metal roofing - prefinished General Notes 1. All roof flashing, gutters, and downspouts shall be prefinished metal. Provide samples for Owner approval prior to ordering. 2. All roof penetrations shall be completed prior to roofing installation and sealed watertight. 3. Provide 2x6 blocking at unsupported edges between joists, at roof vents, roof curbs, etc. Prefinished gutter and downspout Prefinished gutter and downspout Prefinished gutter and downspout Extend upper gutter to spill onto lower roof between standing seams Val l e y Change in Slope C h a n g e i n S l o p e Prefinished metal cap 4x12 treated wood beams 6x16 treated wood beam Standing seam metal roofing - prefinished 1 A08 1 A08 2 A08 2 A08 3 A08 3 A085A085 A08 4 A08 4 A08 6 A08 6 A08 Sheet Number A05 Joseph E Calvin Date Sheet Title Roof Plan October 10, 2018 of 11 WO L F R E S I D E N C E 13 4 1 D a v i d D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 1 2 – W O L F R E S I D E N C E F i l e : " 1 8 1 2 C D " M o d i fi e d : T h u , O c t 1 1 , 1 8 P r i n t : T h u , O c t 1 1 , 1 8 D r a w n b y : J E C C h e c k e d b y : J E C North Elevation4Scale: 3/16" = 1'-0" 0 2 4 6 8 10 South Elevation2Scale: 3/16" = 1'-0" 0 2 4 6 8 10 Northeast Elevation1Scale: 3/16" = 1'-0" 0 2 4 6 8 10 Southwest Elevation3Scale: 3/16" = 1'-0" 0 2 4 6 8 10 G G A B C D E E F F M M H H H J J J K L H H H H H H J J J J J K N F F P P P Q Q R T V R opp WW X Y Z AA BB CC DD GG HH Y EE Z FF L U 16'-0" W x 8'-0" Overhead Door with Opener EIFS joints to match overhead door on 3½" framing - See A03 Synthetic or natural stone veneer over ICF - product TBS 10 ' - 0 " 1 5 / 1 6 " EIFS fascia and soffit Prefinished metal drip edge to match standing seam roofing Synthetic or natural stone veneer over ICF - product TBS 2" EIFS with V-groove reveal joints as shown AA BB CC DD GG HH Y EE Z FF EIFS joints to match overhead door on 3½" framing - See A03 QQ QQ PP PP PP PP PP RR RR SS SS SS SS TT TT UU UU KK JJ KK JJ KK JJJJ JJ KK KK General Notes 7. Contractor to verify window RO sizes in the field, and wood & cladding colors and options with the Owner prior to ordering. Glass to have a maximum U- value of 0.32. Run a continuous bead of sealant around doors and window frames. 8. All existing exterior lighting is to be shielded, down lighting. Any up- component of lighting is to be fully captured by the buildings deck and roof structures. No up-light is to be emitted to the sky. Down-component of lighting is to be cut-off type. Light fixture models, finishes, and options are to be reviewed with and approved by the Owner and Community Development Inspector. Exterior building lights are to be collectively time-clock controlled. 9. All roof penetrations shall be completed prior to roofing installation and sealed weathertight. Penetration locations shown are schematic and are to be confirmed with the mechanical and plumbing contractors. 1. Refer to Sheet A07 for location of tempered glass units. 2. Confirm that the grade slopes away from Building. Notify Architect of any other conditions. 3. Run a continuous bead of sealant around all door and window openings and at all joints at change of finish materials. 4. Provide samples of all colors and finish types for Owner's approval prior to fabrication or ordering of materials. 5. Refer to Structural drawings for additional embed plates and angles. 6. Coordinate with Mechanical, Plumbing, and Electrical Contractors to verify openings shown and to locate additional openings. Synthetic or natural stone veneer over ICF - product TBS Synthetic or natural stone veneer over ICF - product TBS Prefinished metal drip edge to match standing seam roofing Prefinished metal drip edge to match standing seam roofing Prefinished metal drip edge to match standing seam roofing 16 ' - 7 ¼" 8' - 8 ½" 8' - 8 ½" 10 ' - 0 " 12 3 15 ' - 7 ¾" 1' - 9 " 10 ' - 0 " 16 ' - 7 ¼" 2' - 0 " 15 ' - 8 ½" 10 ' - 6 " Prefinished metal drip edge to match standing seam roofing EIFS fascia and soffit EIFS fascia and soffit EIFS fascia and soffit Prefinished metal drip edge to match standing seam roofing EIFS fascia and soffit Prefinished metal gutter and downspout Prefinished metal gutter and downspout Steel emergency escape ladderStone cap 3' - 0 " 9" 2" EIFS with V-groove reveal joints as shown2" EIFS with V-groove reveal joints as shown 10 ' - 6 " 10 ' - 0 " 2" EIFS with V-groove reveal joints as shown Prefinished aluminum break metal to conceal structure between windows Prefinished aluminum break metal to conceal structure between windows 2" EIFS with V-groove reveal joints as shown 2" EIFS with V-groove reveal joints as shown Ventilation opening Possible location of address numerals See General Note 15 on Sheet A01 Sheet Number A06 Joseph E Calvin Date Sheet Title Exterior Elevations October 10, 2018 of 11 WO L F R E S I D E N C E 13 4 1 D a v i d D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 1 2 – W O L F R E S I D E N C E F i l e : " 1 8 1 2 C D " M o d i fi e d : T h u , O c t 1 1 , 1 8 P r i n t : T h u , O c t 1 1 , 1 8 D r a w n b y : J E C C h e c k e d b y : J E C A B C D E E F F G G H H H H H H H H H J J J J J J J J K L K L N M M F F P P P Q Q R S S T U V R opp WW X Y Z AA BB CC DD GG HH Y EE Z FF JJ JJ JJ JJ JJ KK KK KK KK KK QQ LL MM NN QQ PP PP PP PP PP PP RR RR SS SS SS SS TT TT UU UU 7' - 3 " 4' - 3 " 5' - 3 " 6' - 3 " 7' - 3 " 3'-10"3'-10"3'-10"3'-10"3'-10"3'-10"3'-10"3'-2" 7' - 4 ½" 3' - 1 1 / 2 " 4' - 6 " 1' - 1 1 ½" 6' - 7 ½" 1 4 ° 12 4 5½" 4' - 7 " 3' - 8 " 3'-0"3'-0"3'-10"3'-10" 7' - 9 ½" 5½" 3' - 1 1 ½" 3'-2"3'-10"3'-10"3'-10"3'-10" 7' - 4 ½" 3' - 1 ½" 3' - 1 1 ½" 6' - 7 ½" 5½"2" 1' - 1 1 ½" 7' - 1 0 ½" 3' - 1 1 ½" 6' - 7 ½" 7' - 4 ½" 1' - 1 1 ½" 3' - 9 " 3'-10"3'-10"3'-6"3'-6" 7' - 4 ½" 7' - 1 " 7'-2" 8' - 2 " 4" 3'-8"3'-8"2'-10"3'-2" 6' - 9 " 1' - 7 " 7' - 1 " 6' - 4 ½" 3'-6"3'-6"2'-10"2'-10"3'-4"3'-4" 6' - 3 " 5' - 6 " 4' - 7 ½" 3' - 9 " 2' - 8 ¾" 1' - 1 0 ¼" 3'-4"3'-4"3'-4" 7' - 3 " 4' - 9 ½" 1' - 1 1 ½" 2" 7'-2" 1' - 1 1 ½" 5' - 8 ½" 4' - 6 " 3' - 2 " 3'-0"3'-0"3'-0"3'-0" 4' - 6 " 1' - 1 1 ½" 3' - 2 " 3'-0"3'-0"3'-0" 4' - 6 " 1' - 1 1 ½" 3' - 2 " 2'-8"2'-8"4"2'-8"2'-8"4"2'-8"2"2'-8" 6' - 6 " 1' - 8 " 3' - 2 " 4' - 7 ½" 4" 6' - 6 " 3' - 2 " 3'-3"3'-3" Exterior Door and Window Elevations Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Reflected Ceiling Plan Scale: 1/8" = 1'-0"north 0 2 4 8 12 16 T T TTT T T TT TT TT T T T T Egress Egress T T T T T T T T T T T T T 4" 8' - 2 " 2'-9½"3'-5" 6'-2" 6' - 9 " T&G Wood Cloud ceiling concealing Energy Recovery System and whole-house exhaust fan above Large Ceiling Fans ⅝" gypsum board ceilings ⅝" gypsum board ceilings ⅝" MR gypsum board ceilings epoxy paint bathroom ceilings General Notes 1. Field verify all rough openings and finish wall thickness prior to ordering or fabrication of materials. 2. 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. 3. Provide hardware finish samples for Owner's selection prior to ordering. 4. Provide blocking in framed walls for door stops, cabinetry, shelving, kitchen and toilet accessories, etc. 5. Glass to have a maximum U-value of 0.32. 6. 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. 7. All interior trim & base boards are to be 1x4 wood (species to be selected) unless shown otherwise. 8. Provide metal drywall corner bead at all exposed interior gyp bd corners. 9. Panes of glass marked "T" on Window Elevations are to be tempered. Door and window supplier shall be responsible for bidding and supplying tempered unit as required by code, including but not limited to those shown. 10. 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. 11. All window elevations this sheet depict the exterior side of windows. Sheet Number A07 Joseph E Calvin Date Sheet Title Exterior Doors and Windows October 10, 2018 of 11 WO L F R E S I D E N C E 13 4 1 D a v i d D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 1 2 – W O L F R E S I D E N C E F i l e : " 1 8 1 2 C D " M o d i fi e d : T h u , O c t 1 1 , 1 8 P r i n t : T h u , O c t 1 1 , 1 8 D r a w n b y : J E C C h e c k e d b y : J E C Building Section1Scale: 1/4" = 1'-0" 0 1 2 4 6 8Building Section2Scale: 1/4" = 1'-0" 0 1 2 4 6 8Building Section3Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Building Section4Scale: 1/4" = 1'-0" 0 1 2 4 6 8Building Section5Scale: 1/4" = 1'-0" 0 1 2 4 6 8Building Section6Scale: 1/4" = 1'-0" 0 1 2 4 6 8 10 ' - 0 " 15 ' - 0 " 14 ' - 1 1 ⅞" 10 ' - 0 " 4" 4' - 1 0 " 8" 100'-0" Lower Level FF 110'-0" Upper Level FF 6" 1' - 1 ¼" 14 ' - 0 " 1' - 8 ½" 2'-0"12 3 8' - 1 ⅛" 10 ' - 0 " 1' - 1 0 " 10 ' - 1 0 " 126'-7¼" Top of Slope 3' - 0 " 10 ' - 0 " 4" 7' - 0 " 16 ' - 7 ¼" 2' - 0 " 10 ' - 0 " 4' - 6 " 2 A09 1 A09 Line of existing grade Soffit Gas log fireplace product TBS Gas fireplace product TBS Line of existing grade Line of modified grade Future residential elevator - Pneumatic Vacuum Elevators model UB52 15 ' - 0 " 10 ' - 0 " 8" eave at Kitchen windows Overframing at cricket Exposed glulam beam re: Structural Refer to Sheet A11 for stair construction Refer to Sheet A11 for stair construction 123 121½" ⅝" type-X gypsum board at garage ceiling Sheet Number A08 Joseph E Calvin Date Sheet Title Building Sections October 10, 2018 of 11 WO L F R E S I D E N C E 13 4 1 D a v i d D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 1 2 – W O L F R E S I D E N C E F i l e : " 1 8 1 2 C D " M o d i fi e d : T h u , O c t 1 1 , 1 8 P r i n t : T h u , O c t 1 1 , 1 8 D r a w n b y : J E C C h e c k e d b y : J E C 100'-0" Lower Level Finish Floor 110'-0" Upper Level Finish Floor 125'-0" Top of Wall 1' - 7 ¼" 126'-7¼" Top of Slope 15 ' - 0 " 10 ' - 0 " 4' - 6 " 95'-6" TO Footing 2'-0" 110'-0" Upper Level Finish Floor 100'-0" Lower Level Finish Floor 99'-8" TO Footing 113'-0" Top of ICF 120'-0" Bearing Height 4" 10 ' - 0 " 3' - 0 " 7' - 0 " 123 123 2'-0" East Wall Section1Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6”West Wall Section2Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6” Standing seam metal roofing over high-temperature ice and water shield Prefinished metal flashing to match roofing Standing seam metal roofing over high-temperature ice and water shield Prefinished metal flashing to match roofing Roof decking - re: Structural Roof decking - re: Structural 2x12 blocking 2x12 blocking R38 FG batt insulation between 11⅞" I-joists at 24" oc - re: Structural R38 FG batt insulation between 11⅞" I-joists at 24" oc - re: Structural Stucco fascia over ½" sheathing Stucco fascia over ½" sheathing (2) LVL rim joists - re: Structural (2) LVL rim joists - re: Structural Stucco soffit over ½" sheathing with soffit vents in each bay Stucco soffit over ½" sheathing with soffit vents in each bay Stucco finish with reinforcing mesh over 1" ridgid insulation over ½" sheathing Stucco finish with reinforcing mesh over 1" ridgid insulation over ½" sheathing 2" spray closed cell insulation 3½" FG batt insulation between 2x6 studs @ max 16" oc See Structural for additonal requirments ⅝" gypsum board ceiling over 6-mil poly vapor barrier - paint ⅝" gypsum board ceiling over 6-mil poly vapor barrier - paint Caulk (2) 2x6 top plates with additional sloping plate for bearing - refer to Structural for connection/hold-down Caulk 2x6 top plate with additional sloping plate for bearing - refer to Structural for connection/hold-down1x wood trim - stain 4x4 steel tube drilled and filled with spray insulation Re: Structural Direct set aluminum clad window frame with Low-E double pane glass - max 0.32 U-value Direct set aluminum clad window frame with Low-E double pane glass - max 0.32 U-value Direct set aluminum clad window frame with Low-E double pane glass - max 0.32 U-value 1' - 6 ⅝" V I F 4x4 steel tube drilled and filled with spray insulation Re: Structural Anchor bolt - min 2" from face of concrete re: Structural Gypsum board sheathing - texture and paint Gypsum board sheathing - texture and paint Gypsum board sheathing - texture and paint 1½" 1'-1 1/4" 2⅝"8"2⅝" Natural or synthetic stone TBS Prefinished metal flashing to match window cladding Insulated concrete form foundation wall re: Structural for reinforcing Concrete footing - re: Structural10 " 2'-0" 4" gravel - refer to radon mitigation detal sheet A10 4" gravel - refer to radon mitigation detal sheet A10 4" concrete slab - re: Structural for reinforcing 15-mil poly vapor barrier Hydronic heating tubes 15-mil poly vapor barrier 4" concrete slab - re: Structural for reinforcing Hydronic heating tubes 1x6 wood base - stain Gap between gypsum board and slab 1'-1 1/4" 2⅝"8"2⅝" Concrete footing - re: Structural Insulated concrete form foundation wall re: Structural for reinforcing Membrane or fluid applied waterproofing down wall and over top of footing Do not place backfill until floor framing and sheathing is complete ⅝" gypsum board ceiling Caulk Install PT ledger and anchor bolts into ICF before concrete pour Joist hanger - re: Structural 11⅞" I-joists @ 12"oc - Re: Structural 11⅞" I-joists @ 12"oc - Re: Structural ⅝" gypsum board ceiling 1¾" x 11⅞" LVL rim joist Caulk 1x wood trim - stain Stucco finish with reinforcing mesh over 1" ridgid insulation over ½" sheathing Floor decking - re: Structural 3" concrete topping Hydronic heating tubes elevated above decking 1x6 wood base - stain Floor decking - re: Structural 3" concrete topping Hydronic heating tubes elevated above decking (3) 2x6 plates 5½" 1x wood trim - stain 1x wood trim - stain1½" Sheet Number A09 Joseph E Calvin Date Sheet Title Wall Sections October 10, 2018 of 11 WO L F R E S I D E N C E 13 4 1 D a v i d D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 1 2 – W O L F R E S I D E N C E F i l e : " 1 8 1 2 C D " M o d i fi e d : T h u , O c t 1 1 , 1 8 P r i n t : T h u , O c t 1 1 , 1 8 D r a w n b y : J E C C h e c k e d b y : J E C Joseph E Calvin, AIA - Principal, Interstice Architectural Studio, LLC October 2, 2018 . . . .. ·.:. · /.... . . . .·•-• · .. •.• . :_·_• : ... Radon mitigation p PASSIVE SUB·SU,B OEPRESSURIZATION RADON ONTROL SYSTEM FOR NEW CONSTRUCTION . _ CONCRETE SLABS THAT COME IN CONTACT WITH THE GROUND SHIU.. BE LAID. OVER A GAS PERMEABLE MATERIAL U,Df uP Of' EITHER A MINIMUM -4" THICK UNfORM LAYER Of' CLEAN AGGREGATE, OR A MINIMUM -4" THICK UNlf'ORM LAYER Of' SANO, OVERLAIN BY A LAYER OR STRPS OF' UANUF' ACTUREO MATTING DESIGNED TO ALLOW THE LATERAL f'LOW OF SOIL GASES.; . . . . 2. ALL CONCRETE f'LOOR SLABS SHALL BE DESIGNED ANO CONSTRUCTED IN ACCORDANCE WITH LOCAL BUILDING. CODES. AOOITIONAL REF'S: AMERICAN CONCRETE INSTITUTE PUBLICATIONS, "ACl.302.1R" Ii "AC13J2R", OR THE POST TENSIONING tlSTITUTE MANUAL, "DESIGN AND CONSTRUCTION Of POST-TENSIONED SLABS ON GROUND"• .· 3. ALL OPENINGS, GN>S ANO JOINTS IN fLOOR. NfJ WALL ASSEMBLIES IN CONTACT SOL OR GAPS AROUND PPES, TOlETS,BATHTUBS OR DRJJNS PENETRATtlG THESE ASSEMBLIES SHALL BE FLLED OR Q.OSEO WITH MATERIALS THAT PROVIDE A PERMANENT >JR-TIGHT SE>L SEAl LARGE OPENINGS WITH NON-SHRINK MORTAR, GROUTS OR EXPN()ING FOAM MATERIALS NfJ SMALLER GN'S WITH AN ELASTOMERIC JOINT SEALANT,AS DEFINED IN ASTM C920·87. . 4. VENT PIPES SHALL BE INSTAlLED SO THAT NfY RAINWATER OR CONDENSATION DRAINS DOWNWARD t,tTO Tt-£ CROUNO BENEATH THE SLAB OR SOIL·GAS.·RET ARDER MEMBRANE. 5. ORCUITS SH<M.O BE A MINIMUM 15 NIP, 115 VOLT. EXHAUST no· f"ROM OPEMNGS INTO CONDITIONED SPACES Of' BUILDING> 12• MIN. ABOVE ROOF' ATTIC JOIST =======tr==;i:".><l;::::===:::i 1 ·1==:;z::::=====1 ELECTRICAL: JUNCTION BOX FOR FUTI.RE NSTALlATION LIVING N?.f.A NTERIOR PMTITION or VENT FAN: NOTE 5. ==:Jt::!::--ELECTRICAl JUNCTION BOX .FOR F'UTI.RE tlSTAlLATION or. WARNING DEVICE; NOTE 5. JOIST SUPPORT 'STRAPPING /r,,,,:;:; !16--C>P BLOCK OR OTHER SEAl ON HOLLOW BLOCK WAlLS ::;:::::h :--WATERPROOf SEAlANT >PPLED TO EXTERIOR WAllS . soa.-GAS·RET AROER MEMBRANE (MIN. 6·LIIL POLYETHYLENE SHEETING OR EQUIVALENT>; OVERLN' SEAMS 12" MIN. SEAl OPENINGS IN SLAB AN. O MOUND PENETRATIONS;NOTE 3 3•.4• DIA. VENT PPE <PVC OR EQUVAlENTJ SLAB; NOTE 2 MK -4" THICK LAYER OF GAS PERME>BLE MATERIAi.i NOTE 1 .. ..........·. ·::: :·--:· . . . . . .. . .. ,;·. .... · ·.• L,CPB-20 (7/98) . . . .·. .. . . .. . • : ··:if .::(:J-i/;" :?:-. I Great Room10Not to Scale Hall and Deck9Not to Scale north Bedroom6Not to Scale north Living Room2Not to Scale north Deck8Not to Scale n o r t h Bedroom5Not to Scale nor t h Guest Room 11Not to Scale n o r t h Bottom of Stair4Scale: 1/16" = 1'-0"n o r t h Guest Room 23Not to Scale north Kitchen Cabinets7Scale: 1/4" = 1'-0" 0 1 2 4 6 8 1. Cabinets shown are preliminary only. Layout and elements will vary from those shown. 2. Provide countertops with backsplashes Cabinet Notes Open shelving 2'-0"2'-0"3'-0"2'-3"2'-0" 3' - 0 " 1' - 6 " Dish washer w/ cabinetry face CloudClosed soffit/lid over pantry and laundry 1'-3"3'-0"1'-3" 3' - 0 " 1' - 6 " 2' - 6 " 10 " 3'-0"3'-3" 9' - 2 " 9' - 2 " Cloud Generated by REScheck-Web Software Compliance Certificate Project Wolf Residence Energy Code:2015 IECC Location:Estes Park, Colorado Construction Type:Single-family Project Type:New Construction Conditioned Floor Area:2,542 ft2 Glazing Area 40% Climate Zone:5 (7944 HDD) Permit Date: Construction Site: 1341 David Drive Estes Park, CO 80517 Owner/Agent:Designer/Contractor: Joe Calvin Interstice Architectural Studio, LLC PO Box 1555 Estes Park, CO 80517 joe@intersticearch.com Permit Number: Compliance: Passes using UA trade-off 5.5% Better Than Code Maximum UA:820 Your UA:775 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: Envelope Assemblies Assembly Gross Area or Perimeter Cavity R-Value Cont. R-Value U-Factor UA Cathedral Ceiling over entire Upper Level: Cathedral Ceiling (no attic)1,743 38.0 0.0 0.027 47 Garage Ceiling: Cathedral Ceiling (no attic)477 52.0 0.0 0.020 10 Floor at Cantilevers: Cathedral Ceiling (no attic)82 52.0 0.0 0.020 2 Wall 1 Facing SE adjacent to Great Room: Wood Frame, 16" o.c.216 28.0 10.0 0.031 3 All Windows in Wall 1: Wood Frame 130 0.320 42 Wall 2 facing NE adjacent to Great Room: Wood Frame, 16" o.c.629 28.0 5.0 0.038 8 All Windows in Wall 2: Wood Frame 429 0.320 137 Wall 3 facing N: Wood Frame, 16" o.c.536 28.0 5.0 0.038 9 Sliding Glass Door: Glass Door (over 50% glazing)50 0.500 25 Window: Wood Frame 240 0.320 77 Wall 4 facing NE: Wood Frame, 16" o.c.148 28.0 5.0 0.038 4 Glass Entry Door: Glass Door (over 50% glazing)21 0.500 11 Lower Level Windows in Wall 4: Wood Frame 30 0.320 10 Wall 5 facing E adjacent to Bedroom: Wood Frame, 16" o.c.208 28.0 5.0 0.038 3 Sliding Glass Door: Glass Door (over 50% glazing)50 0.500 25 Upper Level Windows in Wall 5: Wood Frame 76 0.320 24 Project Title: Wolf Residence Data filename:Page 1 of 10 10/10/18Report date: Assembly Gross Area or Perimeter Cavity R-Value Cont. R-Value U-Factor UA Wall 6 facing N adjacent to Bedroom: Wood Frame, 16" o.c.263 28.0 5.0 0.038 6 Upper Level Windows in Wall 6: Wood Frame 113 0.320 36 Wall 7 facing W adjacent to Bath: Wood Frame, 16" o.c.176 28.0 5.0 0.038 5 Upper Level Windows in Wall 7: Wood Frame 39 0.320 12 Wall 8 facing S: Wood Frame, 16" o.c.184 28.0 5.0 0.038 6 Upper Level Windows in Wall 8: Wood Frame 39 0.320 12 Wall 9 facing SW: Wood Frame, 16" o.c.138 28.0 5.0 0.038 3 All Windows in Wall 9: Wood Frame 72 0.320 23 Wall 10 facing W adjacent to Kitchen: Wood Frame, 16" o.c.238 28.0 5.0 0.038 7 Sliding Glass Door: Glass Door (over 50% glazing)42 0.500 21 Wall 11 facing S adjacent to Kitchen: Wood Frame, 16" o.c.165 28.0 5.0 0.038 4 Upper Level Windows in Wall 11: Wood Frame 60 0.320 19 Wall 12 facing SW adjacent to Great Room: Wood Frame, 16" o.c.263 28.0 5.0 0.038 5 Upper Level Windows in Wall 12: Wood Frame 132 0.320 42 Total of all ICF Walls: Insulated Concrete Forms 695 24.0 0.044 31 Lower Level Floor: Slab-On-Grade (Heated) Insulation depth: 3.0' 155 24.0 0.683 106 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: Wolf Residence Data filename:Page 2 of 10 10/10/18Report date:Sheet Number A10 Joseph E Calvin Date Sheet Title Interior, REScheck, and Radon October 10, 2018 of 11 WO L F R E S I D E N C E 13 4 1 D a v i d D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 1 2 – W O L F R E S I D E N C E F i l e : " 1 8 1 2 C D " M o d i fi e d : T h u , O c t 1 1 , 1 8 P r i n t : T h u , O c t 1 1 , 1 8 D r a w n b y : J E C C h e c k e d b y : J E C 12'- 4 " s t r i n g e r 1 5 T @ 1 1 " = 1 3 ' - 9 " 1 6 R @ 7 ½ " = 1 0 ' - 0 " 1½" steel pipe railing shaped to stair geometry 2" square steel posts Tension Cables (2) lag bolts per post ½" ϕ steel rod standoffs at each post 4" x 12" x 4'-0" wood treads special shapes at lower winding treads 3"x5" steel tube stringers 2x2 wood standoff 2'-3" 3" 10" 3" 7 ½"2 ½" gap 4'-0" 1 1 " 1 ' - 7 " 1 ' - 8 ¾ " 1 0 ⅝ " 1'-0¾"1'-8⅝"1'-6⅞" 1 1 " 1 1 " 1 1 " 1 1 " 1 1 " 1 ' - 0 " 6 ' - 6 " 4 ' - 2 ⅜ " 1 0 ' - 1 0 ¼ " i n s i d e c o r n e r o f f r a m i n g t o f a c e o f f l o o r b e a m 12'-11½"4'-4⅜" 10'-11⅝" 4' - 0 " 7' - 6 ¾" 12'-11½" 18'-9" 10 ' - 9 ¼" 1 2 ° 12 ° 12° 12° 12° up 11" typ a t walkline Walk-line 12" from inside railing 3 A 1 1 (7) non-winding treads @ 11" = 6'-5" (1 6 ) R @ 7 ½" = 1 0 ' - 0 " f l o o r - t o - f l o o r Edge of wood tread below 11" 7½"4" 1'-0" 3' - 0 " 2 A11 1 A11 5" 3 ½" 4" x 12" x 4'-0" wood treads - special shapes at lower winding treads 3"x5" steel tube stringers 1½" steel pipe railing shaped to stair geometry ½" ϕ steel rod standoffs at each post 2" square steel posts Tension cables 2x2 wood posts with steel angle connectors per detail 34 ° Variations of standard wood/steel post - weld to top of stringer Masonry on wood frame base and lower 3 treads See detail 5/A11 for wood dimensions 5'-0" sq x 8" thickened slab for future elevator - see Sheet A02 2½" g a p Future residential elvator - Pneumatic Vacuum Elevators model UB52 Handrail continues above Edge of tile or flagstone 1 1 ¾ " 1'-9¾" 3'-3¾" 1 ' - 8 " 1 ' - 9 ¾ " 9 9/ 1 6 " a t (5) w o o d wind e r t r e a d s 1 ' - 0 " a t u p p e r t r e a d s 3¾" 3' - 6 1 / 2 " 2" 3' - 0 " 9" 1½" steel pipe railing - shaped to opening and deck geometry ½" ϕ steel rod standoffs at each post 2" square steel posts Tension cables Aluminum brake metal Balcony Railing and Post1Not to Scale Tread Attachment to Stringer2Not to Scale Stair Construction4Not to Scale north Enlarged Stair Plan6Scale: 1/2" = 1'-0"north 0 6"1'-0"2'-0"3'-0"4'-0" Stair Section3Scale: 1/2" = 1'-0" 0 6"1'-0"2'-0"3'-0"4'-0" Lower Treads Platform5Not to Scale north ¾" sheating - typ 2x4 furring with ½" sheathing for stone base Dimensions are based on assumptions of 2" stone cap on horizontal surfaces and 2" to 3" stone veneer on vertical surfaces ¾" expansion anchors - see Sheet A02 for thichend slab 3"x5" steel tube stringers 1½" x3"x1/8" stl angle x 1½" with lag bolts 2x2 x 7½" finish wood post 1½"x1½"x⅛" stl angle x 6" with lag and thru bolts 3"x5" steel tube stringers 4" x 12" x 4'-0" wood treads Fillet weld around 3 sides3½" c l r Line of edge of floor above 4'-0" x 1'-0" x ⅜" steel plate with (6) 5" x ¾" threaded rods welded 18" oc horz and 6" oc vert Double LVL beam not shown - re: Structural Align bottom edge of steel with bottom of LVL 4x4 stair nose 3" concrete topping ¾" decking 11⅞" joists @ 12" oc re: Structural 1' - 1 0 ½" Double LVL beam re: Structural Upper end of 3"x5" steel stringers Sheet Number A11 Joseph E Calvin Date Sheet Title Stair and Railing Details October 10, 2018 of 11 WO L F R E S I D E N C E 13 4 1 D a v i d D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 1 2 – W O L F R E S I D E N C E F i l e : " 1 8 1 2 C D " M o d i fi e d : T h u , O c t 1 1 , 1 8 P r i n t : T h u , O c t 1 1 , 1 8 D r a w n b y : J E C C h e c k e d b y : J E C