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PLANS New SFD 2800 Grey Fox Dr 2021-03-31
©2021 Interstice Architectural Studio, LLC 1 A1 Title Sheet A2 Site Plan A3 Foundation Plan A4 Foundation Details A4 Lower Level Floor Plan A6 Floor Framing Plan A7 Upper Level Floor Plan A8 Braced Walls Plan A8 Roof Steel Framing Plan A9 Timber Framing and Headers Plan A10 Roof Truss and Joists Framing Plan A11 Roof Plan A12 Exterior Elevations A13 Exterior Elevations A14 Building Sections A15 Building Sections A16 Wall Sections A17 Stair & Railing Sections A18 Openings A19 Trusses & Steel Fabrications A20 Interiors A21 Lighting and Power Plans 1 of 1 Existing Conditions Site Plan M1 Manual "D" - HVAC Ductwork - Lower Level M2 Manual "D" - HVAC Ductwork - Upper Level Sheet IndexProject Narrative Permit Information APPLICABLE CODES: 2015 International Residential Code (IRC) 2017 National Electric Code (NEC) 2018 International Energy Conservation Code (IECC) MUNICIPALITY:Town of Estes Park PARCEL #: 3401334024 SCHEDULE:1474073 LEGAL DESCRIPTION: Lot 24, Final Plat of Grey Fox Estates at Cedar Ridge, 2nd Filing, County of Larimer, State of Colorado LOT AREA: 208,267 sf = 4.78 acres ZONING CLASSIFICATION: RE – Rural Estate Setbacks 50'-0" all sides Maximum Height 30'-0" Minimum Width 20'-0" OCCUPANCY: Single-Family Residence CONSTRUCTION TYPE: Type V-B (IBC Classification) - not-sprinklered FLOOR AREA: Lower Level Unfinished Storage 480 sf Mechanical Room (Conditioned) 110 sf Unfinished Future Expansion 1580 sf Crawlspace 1028 sf Upper Level Finish Floor Area (Conditioned) 3268 sf Garage 625 sf Decks 309 sf Total Conditioned Floor Area 3378 sf BUILDING HEIGHT: Highest Ridge = 29'-3" above natural grade As measured per EPDC = 19'-9" < 30' -0" DESIGN CRITERIA: Project Elevation: 8000' Ground Snow Load (Pg): Tabular: 70 psf at 8000' (no interpolation) 70 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 = 0.63 x 70 psf = 54 psf Sloped Roof Load (Ps) No reduction taken Roof Dead Load: 15 psf Floor Live Load: 40 psf Floor Dead Load (no concrete): 20 psf Deck Live Load: 70 psf Deck Dead Load: 10 psf Wind Speed: 171 mph Exposure C 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: Required Flood Hazard: FEMA Zone X Minimal Flood Hazard Air Freezing Index: 920 Mean Annual Temperature: 43° F Minimum Roofing Classification: Class B Class B roof & ice barrier: Required Assumed Soil Bearing Pressure: 2,500 psf Fireplace Restrictions: No FIRE PROTECTION Hose Line Distance Closest Hydrant to House 240' hydrant to drive + 267' driveway length = 507' < 950' max Distance Apparatus to far point of House = 146' cw & 125' ccw < 150' max Driveway Slope max 12% Driveway Width 12' -0" min paving & 16' -0" min bearing Driveway Turning Radius 44' -0" min radius outside of turn Driveway Overhead Clearance No overhead obstructions < 13' -6" min PROPOSED PLUMBING FIXTURES: Toilets 3 + 2 future Utility Sink 2 Tubs 1 + 1 future Dish Washer 1 Showers 2 + 1 future Clothes Washer 1 Lavatories 4 + 3 future Hose Bibs 3 Kitchen Sinks 1 ENERGY CONSERVATION: See REScheck Building Envelope Compliance Certificate to left Graphics Legend XX'-X" Elevation 12 6 XX'-X"XX'-X" X AXX X AXX X AXX X XXX AXX XXXXX Slope Dn AdditionExisting 1 Drawing # Sheet # SECTION AND DETAIL REFERENCES INTERIOR ELEVATION REFERENCES ROOM NAME & NUMBER Floor Area may be shown instead of room number ELEVATION MARKERS - Relative to Elevation 100'-0" which is typically the Main Level Finish Floor elevation SLOPE INDICATORS - For Elevations/ Sections and Plans respectively CHANGE IN CONDITION REVISION CLOUD AND NUMBER Refer to revision dates listed in the title block below the sheet title Proposed new approx 3300sf, 2-story, single-family house. The house is supported on a concrete foundation with continuous concrete footings. Lower level floors are concrete slab-on-grade. Upper level floors are framed with engineered wood I-joists over the lower level or over crawlspace. Interior and exterior walls are conventionally framed. Most of the roof is framed with pre-engineered wood trusses. The roof over the living room is framed with I- joists supported on heavy timber wood beams and trusses. Exterior finishes include hard-coat stucco, nominal 2" thin-stone veneer base and fireplaces, and heavy composite shingle roofing. Windows throughout most of the house are aluminum clad wood with Low-E double glazing. The house is to be heated with a ducted forced-air system with air-conditioning. The system is to be located within the conditioned mechanical room on the lower level. A fire sprinkler system is not required for this project due to adequate access to nearby functional fire hydrant. The house is designed to accommodate a future lower level build-out Details of the plumbing and electrical systems are design-build. Room Name Room # or Area to E s t e s P a r k Marys Lake Gr e y F o x D r 2800 Grey Fox Drive Project Site Documents and Resources are available on the project web site… http://www.intersticearch.com/willard/ Larks p u r A v e S S a i n t V r a i n A v e 7 7 7 M a r y s L a k e R d Vicinity Map Grey Fox Estates Not to Scale north Electronic Documents 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 Details on Sheet A4. 9. Field verify all rough openings and wall widths prior to ordering or fabrication of materials. 10. 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 fire retardant treated 2x8 Douglas Fir lumber or 8" wide 24 ga galvanized steel strapping may be used per GC's option. 11. 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 Stucco and Trim* b. Synthetic Stone Veneer and Natural Colorado* c. Roofing Shingles* d. Aluminum Clad Wood Windows and Doors* e. Cabinetry, Countertops and Hardware* f. Interior Wood Trim* g. Mechanical Systems 12. Provide portable fire extinguishers, ABC type 10lb in wall brackets mounted no more than 48" aff. Provide signs with red lettering. 13. 12" Tall permanent building address numerals of a contrasting color shall be installed on the south elevation of the building or on a permanent structure or boulder at the west end of the driveway. 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. Showers and tub-shower combinations shall be provided with individual valves of the pressure balance or thermostatic mixing valve type, 120° F maximum mixed water setting. 16. All water, soil and waste piping shall not be installed outside of a building, or any place subjected to freezing temperatures unless adequate provision is made to protect it from freezing by insulation or heat or both. 17. If installed, heated water circulation systems shall be provided with a circulation pump. The hot water piping must be insulated with R-3 insulation where the piping is 3/4-inch diameter or larger. 18. Electrical systems beyond the design provided on Sheet A21 of these drawings shall be design-build. Document allowance for lighting fixtures to the Owner in Bid. 19. The wood burning fireplace must be an approved unit. By framing inspection, include the manufacturer's name, model number, and installation information. The clearances to combustibles and any noncombustible hearth must be installed per the manufacturer's installation instructions. 20. At floor construction between the upper level and lower level Mechanical Room, install R28 FG batt insulation for sound attenuation. At floor construction over crawlspaces and unfinished Lower Level, and at the cantilever below the Exercise room and Master Bath, install R38 FG batt insulation. Byron Francis 343 S Saint Vrain Ave Estes Park CO 80517 (970) 518-8789 byron@buildestes.com Architect Joe Calvin (970) 420-8264 joe@intersticearch.com Structural Engineer David Bangs (970) 308-8221 dbangs@trailridgece.com Owners John & Debbie Willard 120 Sendera Lane Fort Worth, Texas 76126 (817) 253-0059 jwillard55@hotmail.com Mechanical Engineer Vance Richardson (970) 691-3134 v3033@comcast.net General ContractorWILLARD RESIDENCE Lot 24 - Grey Fox Estates at Cedar Ridge 2800 Grey Fox Drive Estes Park, CO 80517 *HQHUDWHGE\5(6FKHFN:HE6RIWZDUH &RPSOLDQFH&HUWLILFDWH 3URMHFW :LOODUG5HVLGHQFH (QHUJ\&RGH ,(&& /RFDWLRQ (VWHV3DUN&RORUDGR &RQVWUXFWLRQ7\SH 6LQJOHIDPLO\ 3URMHFW7\SH 1HZ&RQVWUXFWLRQ 2ULHQWDWLRQ %OGJIDFHVGHJIURP1RUWK &RQGLWLRQHG)ORRU$UHD IW *OD]LQJ$UHD &OLPDWH=RQH +'' 3HUPLW'DWH &RQVWUXFWLRQ6LWH *UH\)R['U (VWHV3DUN&2 2ZQHU$JHQW 'HVLJQHU&RQWUDFWRU -RH&DOYLQ ,QWHUVWLFH$UFKLWHFWXUDO6WXGLR//& 32%R[ 5DYHQ&W8QLW( (VWHV3DUN&2 MRH#LQWHUVWLFHDUFKFRP 3HUPLW1XPEHU Compliance: Passes using UA trade-off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uilding Envelope and Insulation Joseph E Calvin - Architect 12/9/20 Re v i s i o n 1 - 2 / 2 2 / 2 1 2/23/21 Sheet Number A1 Joseph E Calvin Date Sheet Title Title Sheet December 29, 2020 of 21 WI L L A R D R E S I D E N C E Lo t 2 4 - G r e y F o x E s t a t e s a t C e d a r R i d g e 28 0 0 G r e y F o x 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 : 2 0 0 9 – W I L L A R D R E S I D E N C E F i l e : " 2 0 0 9 C D s " M o d i fi e d : T u e , F e b 2 3 , 2 1 P r i n t : T u e , F e b 2 3 , 2 1 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 03/31/2021 All electrical subject to State permitting, inspections, and approval. 2015 IECC sec. R402.4.4 Appliances must be direct vent (combustion and exhaust) or the mechanical equipment must be located within a room entirely isolated from the rest of the building's thermal envelope in accordance with sec. R402.4.4 Ice barrier required from the lowest edges of all roof surfaces to a point not less than 24" inside the exterior wall line of the building. IRC R905.1.2 All irrigation sprinkler taps shall be protected by an approved back flow device. The approved plans, site specific soils report, engineered truss drawings, energy compliance reports, etc. must be on site for all inspections. All rim joists shall have an air barrier installed on the interior face of the insulation between each joist. All windows with sill heights within 24" above finished floor and with greater than 72" of fall must be provided with fall protection. Reviewed by SAFEbuilt 03/31/2021 Enlarged Site Plan2Scale: 1" = 20'-0"north 0 10 20 30 40 Overall Site Plan1Scale: 1" = 50'-0"north 100608002040 79 8 5 ' 7990' 7995' 8000' 798 0 ' 7975' 7970' 797 0 ' 7975' 7980' 7985' 7990' 799 5 ' 8 0 0 0 ' 8 0 0 5 ' 8 0 1 0 ' 8015' 8020' 8025'8005' 8010' 8015' 8 0 2 0 ' 8 0 2 5 ' 8 0 3 0 ' 8030' 80 1 5 ' 80 1 0 ' 8 0 0 5 ' 8 0 0 0 ' 7 9 9 5 ' Upper Level Top of Decking (110'-1¾") = 7994.00' Lower Level Top of Slab (100'-0") = 7983.85' TO Slab=7983.75 Slope to drian Exist rock outcropping close to grade 13'-1" 24' - 0 " 22'-0" 4 4 ' - 0 " 2 4 ' - 0 " 18' - 6 " 2 8 ' - 0 " 1 8 ' - 0 " 1 2 ' - 0 " m i n 1 6 ' - 0 " m i n 16 ' - 0 " m i n 12' - 0 " m i n brg w i d t h pav e w i d t h b r g w i d t h p a v e w i d t h Previously shown building envelope 10 0 ' - 4 " 136'-0" 129'-10" 121'-2" 26 5 ' - 2 " 26 1 ' - 8 " 177'-6" 178'-0" 1 0 2 ' - 0 " 2 2 ' - 0 " Remove (1) 6" caliper pine tree Xcel natural gas service Electrical and Communications boxes Xcel natural gas service 100'-0 " S n o w F e n c e E a s e m e n t 10'-0" U t i l i t y E a s e m e n t 20'-0" M a i n t e n a n c e E a s e m e n t Boulder Retaining at 50% slope adjacent to upper driveway Exist rock outcropping close to grade Exist rock outcropping close to grade Garage Perimeter of Slab (109'-6`¾") = 7993.42' Exterior deck stairs Deck above Cantilever floor structures above Sewer cleanout Sewer manhole 10 ' - 0 " U t i l i t y E a s e m e n t 20'-0" Utility Easement A p p r o x 2 4 0 ' - 0 " d r i v e w a y t o c l o s e s t f i r e h y d r a n t Proposed House Gr e y F o x D r i v e G r e y F o x D r i v e General Notes 1. The Contractor shall be responsible for the locations and protection of all existing utilities shown on these plans, all existing utilities not shown, and all proposed utilities. The existing utilities shown have been plotted from available information. Contractor shall contact representatives from the respective utility companies to have all of their utilities and facilities located prior to construction. 2. Contractor shall protect all adjacent improvements from damage and erosion. All disturbed areas shall be restored to a minimum of their original condition. 3. Contractor to verify positive drainage away from building with top of foundation wall & finish floor elevation. 4. Provide footing drainage to day-light with end grating for animal protection at terminations. Drainage tile to be inspected by the Architect. 5. All areas disturbed due to grading & other construction activities shall be reseeded with native grasses. 6. Conditions depicted on these drawings have been compiled from available information and must be verified with on-site conditions. Notify Architect of any discrepancies between these drawings and the actual conditions. 7. Contractor shall clean-up work premises each day and thoroughly clean at completion of work. Lot 24 S 89°51'03" W S 89°31'27" E Guest Parking 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 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 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 FD FD FD Perimeter of New Construction Existing Topographic Contours New Topographic Contours Footing Drain and Area drain lines Water Line Sanitary Sewer – Re: Civil Septic Design Underground Electrical - Run cable or optic fiber communication parallel to electrical Natural Gas Property Line Setbacks and Easements FD Site Legend W SS E W W W W FD SS SS G G G G G Remove upper portion of outcropping as needed for wall & slab construction Address numerals min 7" tall, reflective min 18" above grade Boulder Stabalized Slope1Scale: 3/8" = 1'-0" 0 1 2 3 4 5 6'-0" min half width of paving 2'-0" min gravel shoulder 8' - 0 " ± m a x h e i g h t Existing grade Compacted fill in 24" lifts Min 6" gavel base Min 4" asphalt pavement Crown centerline of driveway min 2" above edge Excavate and place base stone min 6" into existing grade 12 12 Max 50% slope Min 30" ϕ boulders at base Min 18" ϕ further up slope 1 A2 Thoroughly remove all organic material G G E E E E E E G 5 ' - 0 " E 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" wideFD FD FD Air conditioner condensers 2/23/21 Sheet Number A2 Joseph E Calvin Date Sheet Title Site Plan December 29, 2020 of 21 WI L L A R D R E S I D E N C E Lo t 2 4 - G r e y F o x E s t a t e s a t C e d a r R i d g e 28 0 0 G r e y F o x 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 : 2 0 0 9 – W I L L A R D R E S I D E N C E F i l e : " 2 0 0 9 C D s " M o d i fi e d : T u e , F e b 2 3 , 2 1 P r i n t : T u e , F e b 2 3 , 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 03/31/2021 Foundation Plan Scale: 1/4" = 1'-0"plan true 0 1 2 4 6 8 52'-0"30'-0" 4' - 0 " 26 ' - 0 " 16'-0"50'-8" 2'-2"7'-10"2'-2" 2' - 2 " 8' - 1 1 " 26'-0 " 24'-0 " 20 ' - 8 " 4' - 0 " 18'-4" 16 ' - 0 " 12 ' - 0 " 2' - 2 " 9' - 1 0 " 2' - 2 " 9'-0" 2'-11"2'-2" 25 ' - 8 " 8" 10'-0"10'-0"10'-0"14'-0" 7' - 8 " Foundation 3D View Not to Scale nort h 4'-0"4'-0" 4' - 0 " 4' - 0 " 3' - 4 " 3'-4"3'-4" 3' - 4 " 2' - 6 " 2'-6" 2' - 2 " 2'-2" 2' - 6 " 2' - 2 " 2'-6" 2'-2" 10 ' - 0 " 10'-0"18'-0"24'-0" 6'-10½"6'-10½"3'-8½" 3' - 1 1 ¼" 8' - 1 1 " 22'-0"28'-0" 8' - 0 " 8' - 0 " 3'-0 5 / 1 6 " 4' - 6 3 / 1 6 " 2'-6 5 / 8 " 1' - 9 1 1 / 1 6 " 9' - 2 3 / 1 6 " General Notes Refer to Sheet A4 for General Notes 7'-9" 3' - 4 " 3'-4" 3' - 6 " 10'-1"4'-2" 3' - 4 " TO Ftg 96'-11⅝" 3' - 4 " 8" 5' - 1 0 " 3'-4" TO Ftg 96'-11⅝" TO Ftg 96'-11⅝" TO Ftg 96'-11⅝" TO Wall 102'-11⅝" TO Wall 102'-11⅝" TO Wall 104'-11⅝" TO Wall 104'-11⅝" TO Wall 104'-11⅝" TO Wall 109'-11½" TO Wall 109'-11½" TO Wall 109'-6¾" TO Wall 109'-6¾" TO Wall 109'-6¾" TO Wall 109'-6¾" TO Wall 109'-6¾" TO Pier = 113'-7" TO Ftg = 106'-11" TO Ftg 96'-11⅝" TO Wall 99'-3⅝" TO Wall 99'-3⅝" TO Wall 99'-3⅝" TO Wall 99'-3⅝" TO Ftg 98'-11⅝" TO Ftg 98'-11⅝" TO Ftg 98'-11⅝" 3'-4" TO Ftg 98'-11⅝" TO Ftg 98'-11⅝" TO Ftg 98'-11⅝" TO Ftg 100'-11⅝" TO Ftg 100'-11⅝" TO Ftg 100'-11⅝" TO Ftg 102'-11⅝" TO Ftg 102'-11⅝" TO Ftg 102'-11⅝" TO Ftg 102'-11⅝" TO Wall 102'-11⅝" TO Wall 102'-11⅝" TO Ftg 100'-11⅝" TO Wall 104'-11⅝" TO Wall 104'-11⅝" TO Wall 104'-11⅝" TO Wall 102'-11⅝" TO Wall 102'-11⅝" TO Ftg 99'-9" TO Pier 104'-9" TO Pier 104'-9" TO Ftg 101'-9" TO Ftg 98'-11⅝" TO Ftg 98'-11⅝" TO Ftg 106'-6¾" TO Ftg 106'-6¾" TO Ftg 106'-6¾" TO Ftg 106'-6¾" TO Ftg 104'-6¾" TO Ftg 104'-6¾" TO Ftg 104'-6¾" TO Ftg 102'-6¾" TO Ftg 102'-6¾" 1'-4 " ϕ 10"ϕ10"ϕ TO Pier = 100'-9" TO Ftg = 96'-9" 23'-1" TO Pier 100'-0" typ TO Ftg 99'-4" typ This pier may need to be anchored to rock outcropping per Alternate detail on Sheet A4 1 A4typ 2 A4 3 A4 10" deep w/ (4) #4 ea way mid depth 10" deep w/ (4) #4 ea way mid depth 10" deep w/ (5) #4 ea way mid depth 16"ϕ x 44" conc pier with (5) #5 vert & (4) #3 ties 16"ϕ x 44" conc pier with (5) #5 vert & (4) #3 ties 10"ϕ x 44" conc pier with (3) #5 vert & (4) #3 ties 3' - 8 " 8" 15 ' - 0 " 8" 11 ' - 0 " 1' - 8 " 8" 1 A4sim 8" 8" 8" 4" 8" 4" 1 4" 8" 4" 1 4"8"4" 1 1 4"8"4" 1 1 4" 8" 4" 4" 8" 4" 4"8"4" 4" 8" 4" 1 1 Feb 22, 20201 1 A1 41A142 A14 2 A14 3 A15 3 A15 4 A15 4 A15 5 A15 5 A15 6 A15 6 A15 2/23/21 Sheet Number A3 Joseph E Calvin Date Sheet Title Foundation Plan December 29, 2020 of 21 WI L L A R D R E S I D E N C E Lo t 2 4 - G r e y F o x E s t a t e s a t C e d a r R i d g e 28 0 0 G r e y F o x 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 : 2 0 0 9 – W I L L A R D R E S I D E N C E F i l e : " 2 0 0 9 C D s " M o d i fi e d : T u e , F e b 2 3 , 2 1 P r i n t : T u e , F e b 2 3 , 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 03/31/2021 49 . ...· . . " .. ." . . . . Q PASSIVE RADON CONTROL SYSTEM IN CRAWL SPACE f"OR NEW CONSTRUCTION NOTES: 1. INSTJL.L A LENGTH OF J" OR 4" DIAMETER PERFORATED DRAIN TILE HORIZONTJL.L Y BENEATH THE SHEETING NID CONNECT TO THE""T" FITTING WITH THE VERTICM.. STNlOPIPE THROUGH THE SOIL·GAS·RET MOER MEI.IBR#IE. THIS HORIZONT M.. PIPE SHOULD NORMM..LY BE PLACED PAAALLEL TO THE LONG DIMENSION OF THE HOUSE 00 SHOULD EXTEND NO CLOSER THN-4 6 FEET TO THE fOUNOATION WM..L. 2. VENTILATE CRAWLSPACES IN CONfORI.INlCE WITH LOCM.. CODES, VENTS SHALL BE OPEN TO THE EXTERIOR BE or NONCLOSEABLE DESIGN. 3 . CIRCUITS SHOULD BE A MIM'-AAI 15 NIP, 115 VOLT. INTERIOR PARTITION -....ir--, LIVING AA.EA SEM.. AROUND FLOOR PENETRATIONS FLOORING EXHAUST no·FROM OPENINGS INT.O . CONDITIONED SPACES OF BUILDING> 12" MIN. ABOVE ROO.F ELECTRICM.. JUNCTION BOX FOR FUTURE INST.aL.LATION . OF VENT F NOTE J. = t --ELECTRICM.. JUNCTION BOX FOR FUTLfiE NSTJL.LATION OF WARNING DEVICE, NOTE 3. suPPORT STRN>PING 3"·4" DIA. VENT P <PVC OR . EOUVM..ENT> GRADE LEVEL l>DJOININC St£ETS or MEMBR.&1£ OYERLAf>PED Nil SEIL.ED. . - ·. -:_ .. -.·.-: . ·. -.... ':· ·· Pvc . .. . .. . .:. ..". . . .. . .. . T·FITTING (OR EOUIVAI..ENT> . ·. . ._ ... . ... TO SUFPORT VENT PIPE t 1 . . . .. ·.:. · /.... . . . .·•-• · .. •.• . :_·_• : ... 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 Foundation Notes 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 2000 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 2" sand over 10-mil poly vapor barrier over existing compacted soil. Refer to Sections for below-slab insulation. Pier Detail3Not to Scale Slab Edge Section2Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6” Middle Founation Wall1Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6” Floor Framing Ledger5Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6”Optional Pinning4Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6” Radon Mitigation at Crawlspace6Not to Scale Radon Mitigation at Slab-on-Grade7Not to Scale Simpson ½" Titan concrete screws 8"oc stagger top & bottom Concrete foundation and stem wall Install floor joists prior to bacfilling Simpson IUS 2.37/11.88 hangers at 16"oc 2x10 pressure treated ledger 11⅞" I-joists at 16"oc 1' - 8 " m i n 2" m i n 6" m a x 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 2x6 treated sill plate in bed of sill sealant w/ anchor bolts and plate washer per notes (2) #4 cont #5 vert at 16"oc #4 horz at 16"oc Waterstop Re: Plan TO Footing 2" R10 rigid insulation & drain plane Grace bituthene membrane waterproofing membrane #5 at 16"oc 4" 2' - 8 " Free draining gravel wrapped in geotech fabric 4" perf PVC drain pipe wrap in geotech fabric silt sleeve - slope 2% Re: Plan TO Footing Extend waterproofing membrane across footing on sloped grout (3) #4 cont #4 x 1'-8" at 16"oc2'-0" 10 " 10-mil poly vapor barrier 4" free-draining gravel bed 2" R10 rigid inaul below entire slab 4" thick concrete slab w/ 6"x6" W2.1xW2.1 WWF mid depth & #4 cont at perimeter ½" expansion joint - caulk 4" thick concrete slab w/ 6"x6" W2.1xW2.1 WWF mid depth & #4 cont at perimeter #5 at 16"oc 4" 2' - 8 " #5 at 16"oc 1'-6" 1' - 6 " 10-mil poly vapor barrier 4" free-draining gravel bed 2x6 treated sill plate in bed of sill sealant w/ anchor bolts and plate washer per notes 8" 1'-4" 8" #4 x 1'-2" at 16"oc(2) #4 cont 2" R10 rigid inaul below entire slab (2) #4 cont 8" 4" #4 horz at 16"oc 2" R10 rigid insulation & drain plane Grace bituthene membrane waterproofing membrane 12"x4½"x⅜" steel kerf plate w/ (2) ¾" thru bolts 4"oc 1½" from top of steel 8"sq x ½" stl plate on structural grout (4) #4 4" 1' - 0 " (2)1'-6"x3'-0" Colorado Buff sandstone cap Waterproof mortar joint (3) #4 x 2'-0" each way (4) #5 height varies with 6" hook #3 tie at 16"oc 2'- 2 " s q 2'- 6 " s q 10 " (3) #4 x 2'-3" each way 2"± thin stone veneer 1 Feb 22, 20201 2/23/21 Sheet Number A4 Joseph E Calvin Date Sheet Title Foundation Details December 29, 2020 of 21 WI L L A R D R E S I D E N C E Lo t 2 4 - G r e y F o x E s t a t e s a t C e d a r R i d g e 28 0 0 G r e y F o x 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 : 2 0 0 9 – W I L L A R D R E S I D E N C E F i l e : " 2 0 0 9 C D s " M o d i fi e d : T u e , F e b 2 3 , 2 1 P r i n t : T u e , F e b 2 3 , 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 03/31/2021 Lower Level Floor Plan Scale: 1/4" = 1'-0"plan true 0 1 2 4 6 8 Mechanical Storage StorageFuture Guest Room C Crawlspace Future HallwayFuture Bathroom Future Bathroom Future Sitting Room Lower Level 3D View Not to Scale nort h Install double 2x12 header above future doors and windows 6'-2"1'-10"6'-2"2'-6"DS DS FE Knockdown studs to allow for future hallway Future stairway Future Closet 3" steel posts - typ4" steel posts - typ 3" steel posts - typ 4" steel post 4" steel posts - typ 5½" Load bearing framed wall on top of concrete stem wall Radon mitigation fan refer to details Sheet A4 Water Heater Furnace Air Handler Floor drain at 99'-10" 3½"9'-8½"3½" 3½" 7' - 6 ¼" 3½"17'-4¾"3½" 11'-11 7/16"5'-5 3/4"11'-0"5'-5 3/4"18'-0" 2' - 5 " 5' - 0 " Future gas fireplace extend gas line to this loacation Install 8x16 crawlspace vent in framed wall above concrete Install 8x16 crawlspace vent in framed wall above concrete Hose bib and reel slope line in ceiling above to allow bib to drain for winterizing Install shut off valve in Mechanical Room 4' - 1 ¼" 3' - 2 " 3' - 4 " Extend sewer line below slab to approximate location of future fixtures as shown Extend sewer line below slab to approximate location of future fixtures as shown 10 ' - 8 " 8 8 7 Recess top of slab 4"± at overhead door to allow exterior slab to extend into opening AC Condenser on level pad 17 18 17 21 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. Fire Authority to verify location of fire extinguishers. Shown on drawings as "FE" or "FEC". Refer to General Note #12 on Sheet A1 for additional requirements. 8. 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. 9. Provide sound batt insulation at all bedrooms, restrooms, offices, conference rooms, mechanical room walls -- typical. Install thermal batt insulation at all furring locations shown at exterior walls on plan. 10. Slope slabs toward floor drains. Electric Meter above Gas Meter above Electric Panel 4 A17 1 A16 2 A16 3 A16 AC Condenser on level pad Slope slab toward drain Furnace Air Handler 11 Feb 22, 20201 1 A1 41A142 A14 2 A14 3 A15 3 A15 4 A15 4 A15 5 A15 5 A15 6 A15 6 A15 2/23/21 Sheet Number A5 Joseph E Calvin Date Sheet Title Lower Level Floor Plan December 29, 2020 of 21 WI L L A R D R E S I D E N C E Lo t 2 4 - G r e y F o x E s t a t e s a t C e d a r R i d g e 28 0 0 G r e y F o x 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 : 2 0 0 9 – W I L L A R D R E S I D E N C E F i l e : " 2 0 0 9 C D s " M o d i fi e d : T u e , F e b 2 3 , 2 1 P r i n t : T u e , F e b 2 3 , 2 1 D r a w n b y : J E C C h e c k e d b y : J E C All plumbing fixtures with flood rims located below the elevation of the next upstream manhole of the public sewer must be protected with backwater valves. IRC P3008 Sheetrock all surfaces of the mechanical room. IRC R302.13 & TOEP amendments SD No approval for the basement finish on this permit. Reviewed by SAFEbuilt 03/31/2021 Reviewed by SAFEbuilt 03/31/2021 Upper Level Floor Plan Scale: 1/4" = 1'-0"plan true 0 1 2 4 6 8 Bedroom Exercise Bathroom Closet Cedar Closet Guest Bath Guest AGuest B Living Dining Entrance Powder Laundry Wine Kitchen North Deck Office East Deck Garage Upper Level 3D View Not to Scale nort h 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. Fire Authority to verify location of fire extinguishers. Shown on drawings as "FE" or "FEC". Refer to General Note #12 on Sheet A1 for additional requirements. 8. 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. 9. Provide sound batt insulation at all bedrooms, restrooms, offices, conference rooms, mechanical room walls -- typical. Install thermal batt insulation at all furring locations shown at exterior walls on plan. 10. Slope slabs toward floor drains. FE 110'-1¾" 110'-1¾" 109'-6¾" 109'-6¾" 109'-6¾" Floor drains at 109'-4¾" Slope slab at approx ⅛" per foot toward floor drains B Cabove Dabove B Eabove 1 2 DSHH 1919 2-tier shelving above rod Fabove 20 19 2-tier shelving above rod Gabove H H 3 12 13 14 4 56 11 11 11 11 16 16 17 15 J Kabove J M Labove N PR Qabove ST BBQ by Owner gas not required UV Xabove WW U U Y Z1 Z2above Z3 Z4above Z3 Z4above Z1 Z2above Fabove Fabove FaboveFaboveFabove 4'-9"3'-5"3"3'-5"3"3'-5"6" 2' - 9 " 3' - 5 " 3" 3' - 5 " 2'-8½"2'-6½" 4'-4 3/4"5'-10"12'-0"5'-10"4'-5¼"2'-2" 6" 3'-8" 6" 2'-2"4'-0"3'-5" 1'-1" 6'-10¼"3½"11'-8½"3½"12'-4¾"3½"1'-8½" 3½" 1'-8½"3½"13'-8½"5½"4'-0"18 ' - 0 " 4' - 0 " 9'-1" 5'-10 " 9'-1" DS Extend downspout into PVC pipe and run south to connect to area drain Hose reel Hose bib 7'- 1 " 5'- 1 0 " 7'- 1 " 4" 4'-10"10" 2' - 1 1 " 6' - 2 " 2' - 1 1 " 10"4'-10"3'-4" 1' - 2 " 2' - 1 1 " 5' - 6 " 5' - 1 0 " 7" 7"2'-11"5'-4"4'-10"4'-1"6'-0"3"3"6'-0"7¼"2'-11"5½"6'-10"11 ¼" 7 ⅞" 5'-10 " 7" 10'-0" 2'-2" 7' - 9 " 2' - 1 0 " 5' - 0 " 1' - 6 ½" 3' - 6 " 3" 3½" 8" DS DS DS DS 1'-1½"2'-11"6"2'-11"6"2'-11"1'-1½"1'-2½"5'-10"3'-11"5'-10"1'-2½" 5' - 4 ¾" 6' - 3 ½" 4' - 0 " 1' - 1 0 ¼" 17 ' - 6 ½" 5½" 4' - 0 " 7" 2'-5 "4½"1'-1 1 " 12 ' - 0 " 8' - 0 " 10 ' - 0 " 11'-8" 7'-9½"3½"3'-3½"3½" 3' - 0 " 3½" 3' - 0 " 3'-10½" 3'-3½" 3' - 3 " 7' - 1 ¾" 3'-6" 3½"3½"6'-9"2'-10"8'-2"3½" 4' - 1 1 " 3½" 7' - 3 " 1' - 4 ¼" 4'-0"3½" 1' - 2 " 3'-8 1/2"3'-10"9'-1¾"10¼"10'-0"10 1/4"3 1/2"7'-10 1/4"1'-0"2¾"3'-0"5' - 6 ¾" 15 ' - 4 ¾" 3½" Knock out area of floor structure for future stairway Xtrodinair 44 Elite Wood Burning Fireplace Fireplace Blower Wood Staging Area Heat&Glo Slimline Series 3X 1 A20 2 A20 4 A20 5 A20 7 A20 11 A20 15 A20 12 A20 8 A20 13 A20 14 A20 10 A20 5 A17 4 A17 Fold-down stair attic access above 6 A20 9 A20 Second Refigerator RefigeratorOvens Be n c h Attic access panel above Attic access panel above Induction Cooktop Dish Washer 3' - 3 " 9' - 2 " 3'-1"3'-7" 3'-2"4'-8" Gas Cooktop Below Counter Microwave Bench Be n c h Table by Owner Washer Dryer Wine Room Chiller Gas Meter below 1 0 ' - 0 " ± c l e a r Electric Meter below 1 A16 2 A16 3 A16 Washer box 3 A20 Tub deck, bench and hearth cover with tile at 1'-6" Upper cabinet Grommets Bench 1 A17 2 A17 3 A17 Pantry Cabinet Pantry Cabinet Pantry Cabinet Pa n t r y Ca b i n e t Radon mitigation vent 8' - 2 " 1 A1 41A142 A14 2 A14 3 A15 3 A15 4 A15 4 A15 5 A15 5 A15 6 A15 6 A15 2/23/21 Sheet Number A7 Joseph E Calvin Date Sheet Title Upper Level Floor Plan December 29, 2020 of 21 WI L L A R D R E S I D E N C E Lo t 2 4 - G r e y F o x E s t a t e s a t C e d a r R i d g e 28 0 0 G r e y F o x 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 : 2 0 0 9 – W I L L A R D R E S I D E N C E F i l e : " 2 0 0 9 C D s " M o d i fi e d : T u e , F e b 2 3 , 2 1 P r i n t : T u e , F e b 2 3 , 2 1 D r a w n b y : J E C C h e c k e d b y : J E C All plumbing fixtures with flood rims located below the elevation of the next upstream manhole of the public sewer must be protected with backwater valves. IRC P3008 Installation and clearances to comply with manufacturer's specs. Coordinate with the manufacturer's installation manual for hearth requirements, mantle clearances, chimney clearances and termination, etc. SD SD SD SD COD FAN FAN Garage/dwelling separation to comply with IRC R302.5 & R302.6 Guardrails to be min. 36" tall with max. 4" openings. Typical throughout. Safety glazing required within 60" from the tub. Emergency escape and rescue openings required from all bedrooms throughout the home. Water hammer arrestors Max. 35' vent length Reviewed by SAFEbuilt 03/31/2021 Lower Level Braced Walls Plan Scale: 1/8" = 1'-0" Upper Level Braced Walls Plan Scale: 1/8" = 1'-0" plan trueplantrue plan true 0 2 4 8 12 16 0 2 4 8 12 16 Braced Wall Types Type 1 2x6 at 16"oc Sheathing Exterior - 7/16" structural wood panels - blocked -or- ⅝" DensGlass sheathing panels - blocked Either 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 Type 2 2x6 at 16"oc Sheathing Exterior - 7/16" structural wood panel - blocked -or- ⅝" DensGlass sheathing panels - blocked Either nailed w/ 8d nails 6" oc at edges and 12" oc field Interior - ½" gypsum board with #6 drywall screws 6" oc at edges and 12" oc field 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. 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 ROOF SHEATHING Wood Structural Panels 8d 10d see sheathing notes Sheet A3 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 1 A8 Garage Portal Frame1Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6” 1 A8 opp Simpson CS14x30" strap ties on interior side of wall Garage Door Header - Either Option 1 - 5⅛"x18" glue-lam beam -or- Option 2 - (3) 1¾"x18" LVL beam 2x6 plate to lower door height Attach ½" structural sheathing to face of header beam w/ 8d common or galv box nails in 3" grid pattern illustrated Attach top plate to bottom of header beam w/ (2) rows 16d sinker nails at 3"oc (3) studs at door jambs Attach ½" structural sheathing (shown by cross hatching) to perimeter members w/ 8d nails at 3"oc & to intermediate members w/ 10d nails at 12"oc Simpson StrongTie STHD14 embedded strap-tie hold-down - install per mfgr instructions for end-wall condition Refer to Sheets A3 and A4 for foundation construction End of perp stud wall 109'-6¾" TO Conc 119'-2⅞" Bearing Ht Simpson CS14x30" strap tie 8' - 0 ⅝" 9' - 8 ⅛" Feb 22, 20201 1 2/23/21 Sheet Number A8 Joseph E Calvin Date Sheet Title Braced Walls Plans December 29, 2020 of 21 WI L L A R D R E S I D E N C E Lo t 2 4 - G r e y F o x E s t a t e s a t C e d a r R i d g e 28 0 0 G r e y F o x 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 : 2 0 0 9 – W I L L A R D R E S I D E N C E F i l e : " 2 0 0 9 C D s " M o d i fi e d : T u e , F e b 2 3 , 2 1 P r i n t : T u e , F e b 2 3 , 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 03/31/2021 Timber Framing and Headers Plan Scale: 1/4" = 1'-0"plan true 0 1 2 4 6 8 Timber Framing 3D View Not to Scale nort h TT 1 TT 2 TT 2 TT 1 TT3 TT3 TT3 TT3 TT 4 6x12 cont TOB = 119'-2⅞" TOB = 119'-2⅞" 6x12 cont 6x12 cont 6x12 cont 6x12 cont TO B = 1 1 9 ' - 2 ⅞" 6x 1 2 c o n t TO B = 1 1 9 ' - 2 ⅞" 6x 1 2 c o n t TO B = 1 1 9 ' - 2 ⅞" 6x 1 2 c o n t TO B = 1 1 9 ' - 2 ⅞" 6x 1 2 c o n t Steel Assemby B Steel Assembly A be l o w be l o w 6x 1 2 h i g h - T O B = 1 2 7 ' - 2 ⅛" 6x 1 2 h i g h - T O B = 1 2 7 ' - 2 ⅛" 6x 1 4 h i g h - T O B = 1 2 9 ' - 1 0 ¾" 10'-0"5'-0"5'-0"10'-0"14'-0"7'-10" 8' - 0 " 18 ' - 0 " 6' - 0 " 6' - 0 " 5'-0"5'-0" 6' - 9 ¼" 9' - 2 ` ¾" 1' - 6 " 12 ' - 6 " 8' - 0 " 6' - 9 1 / 4 " 7' - 2 1 / 2 " 4' - 1 / 4 " 5' - 8 " 6' - 1 0 " 1' - 8 " 2' - 6 " 2' - 6 " North Deck steel fabrication below TOS = 109'-1½" Large Kickers below Large Kicker below beam Large Kickers below beams 6x10 x 4'-8" TOB=119'-2⅞" 8' - 8 " 6x10 x 4'-8" TOB=119'-2⅞" BOT = 120'-8⅞" BOT = 120'-8⅞" BOT = 120'-8⅞" Large Kicker below beam Small Kickers below beams Small Kickers below beams Garage Kickers 6x12 - extend 3" past bearing both ends 11'-0" General Notes 1. Refer to Framing Notes and Nailing Schedule on Sheet A8. 2. Refer to Truss Elevations on Sheets A19 3. Door and Window Headers are (2)2x10 with (1) King and (1) Trimmer stud at each end unless otherwise noted on the Framing Plans 4. All roof sheathing is to be ⅝" OS - APA rated, Exposure C. See additional notes on Sheet A8. Ea s t D e c k s t e e l fa b r i c a t i o n b e l o w TO S = 1 0 9 ' - 1 ½" 6x12 x 7'-6" - TOB = 119'-9" 6x`12 x 7'-6" - TOB = 122'-9" 1'-8"5'-10" 6x12 x 7'-6" - TOB = 119'-9" 6x 1 2 - T O B = 1 2 1 ' - 9 " 6x 1 2 - T O B = 1 2 4 ' - 3 " 6x 1 2 - T O B = 1 2 1 ' - 9 " 6x 1 2 - T O B = 1 2 0 ' - 3 " 6x 1 2 - T O B = 1 2 2 ' - 9 " 6x 1 2 - T O B = 1 2 0 ' - 3 " Opti o n 1 - 5 ⅛ "x 1 8 " g l u e - l a m b e a m - o r - Opti o n 2 - ( 3 ) 1 ¾ "x 1 8 " L V L b e a m HUC210-2 hanger to timber beam 6x12 - TOB = 119'-2⅞" 6x12 - TOB = 121'-9¾" Bear onto bottom chord of trusses T08 - see Sheet A19 Double 2x12 header 1 A16 2 A16 3 A16 1 Feb 22, 20201 1 Ridge Beam Support1Scale: 1 1/2" = 1'-0" Double 1¾"x11⅞" LVL Double 1¾"x11⅞" LVL 3 ½" x 1 ¾" x 3'-0" long LVL with (32) 3.5" SDS screws as shown 129'-10¾" TO Beam 6 x 14 HT Beam 2'-6"W x 2"T notch at bottom both ends 1 A9 1 A9 1 1 A1 41A142 A14 2 A14 3 A15 3 A15 4 A15 4 A15 5 A15 5 A15 6 A15 6 A15 2/23/21 Sheet Number A9 Joseph E Calvin Date Sheet Title Timber Framing and Headers Plan December 29, 2020 of 21 WI L L A R D R E S I D E N C E Lo t 2 4 - G r e y F o x E s t a t e s a t C e d a r R i d g e 28 0 0 G r e y F o x 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 : 2 0 0 9 – W I L L A R D R E S I D E N C E F i l e : " 2 0 0 9 C D s " M o d i fi e d : T u e , F e b 2 3 , 2 1 P r i n t : T u e , F e b 2 3 , 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 03/31/2021 Roof Framing Plan Scale: 1/4" = 1'-0"plan true 0 1 2 4 6 8 at 24"ocPre Enginee r e d T r u s s e s at 24"oc14" RFPI-40 I - j o i s t s at 2 4 " o c Pre E n g i n e e r e d T r u s s e s Roof Framing 3D View Not to Scale nort h T0 1 T0 2 T0 2 T0 2 T0 2 T0 2 T0 3 T0 4 T0 5 T0 6 T0 6 T0 6 T0 6 T0 6 T0 6 T0 6 at 24"ocPre Enginee r e d T r u s s e s T0 7 T0 7 T0 7 T0 7 T0 7 T0 7 T0 7 T0 7 T0 8 Gi r d e r T r u s s T0 8 Gi r d e r T r u s s T0 7 T0 7 T0 7 T0 9 T0 7 T0 9 T1 0 T1 0 T1 0 T1 0 T1 0 T1 0 T1 1 T1 2 T1 3 T1 3 T1 3 Do u b l e T14 T15 T16 T17 T18T18 T18T18 T18 T18 T18 T18 T18 T18T19 2x6 ledger attached to north side of truss T15 parallel to and 9½" above top of truss T14 at 24"oc14" RFPI-70 I - j o i s t s Do u b l e J o i s t Header off skylight with (2) perpendicular joists 2x6 x 6'-0" eave extensions 3x6 sub fascia 2x8 framing at 24" at bathroom ceiling below General Notes 1. Refer to Framing Notes and Nailing Schedule on Sheet A8. 2. Refer to Truss Elevations on Sheets A19 3. Door and Window Headers are (2)2x10 with (1) King and (1) Trimmer stud at each end unless otherwise noted on the Framing Plans 4. All roof sheathing is to be ⅝" OS - APA rated, Exposure C. See additional notes on Sheet A8. at 2 4 " o c 2x 1 0 j o i s t s Reduce end joists down to 2x6 at eaves 2x6 sub fascia 2x 6 s u b f a s c i a 2x 6 s u b f a s c i a 2x6 sub fascia 2x 6 s u b f a s c i a 2x 6 s u b f a s c i a 2x6 at 24"oc eave ladder framing 2x6 at 24"oc eave ladder framing 2x6 at 24"oc eave ladder framing at 24"oc 2x8 joists Reduce end joists down to 2x6 at eaves Reduce end joists down to 2x6 at eaves Attach ledger to top end of vertical leg of truss with Simpson A23 angles both sides of each pre-engineered truss 2x12 ledger at top of assembly 2x12 ledger at top of assembly 2x12 ledger at top of assembly Dbl 1¾" x 11⅞" LVL below Attach joists to ledger with Simpson LSSU410 hangers at each joist at 2 4 " o c 2x 8 j o i s t s at 2 4 " o c 2x 8 j o i s t s 1 A16 2 A16 3 A16 at 24"ocPre Enginee r e d T r u s s e s Feb 22, 20201 at 24"oc 2x10 1 1 1 1 1 1 1 A9 1 A1 41A142 A14 2 A14 3 A15 3 A15 4 A15 4 A15 5 A15 5 A15 6 A15 6 A15 2/23/21 Sheet Number A10 Joseph E Calvin Date Sheet Title Roof Truss & Joist Framing Plan December 29, 2020 of 21 WI L L A R D R E S I D E N C E Lo t 2 4 - G r e y F o x E s t a t e s a t C e d a r R i d g e 28 0 0 G r e y F o x 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 : 2 0 0 9 – W I L L A R D R E S I D E N C E F i l e : " 2 0 0 9 C D s " M o d i fi e d : T u e , F e b 2 3 , 2 1 P r i n t : T u e , F e b 2 3 , 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 03/31/2021 Roof Plan Scale: 1/4" = 1'-0"plan true 0 1 2 4 6 8 Roof 3D View Not to Scale nort h 2' - 0 " t y p 2'-0"typ 2' - 0 " t y p 2 A11 1 A11 Valle y Valley Rid g e RidgeRidge Ridge Ri d g e Ri d g e Ri d g e Ri d g e 2' - 0 " t y p 3'-0 " e a v e at Ga r a g e 2' - 0 " t y p 2'-0"typ 8'-0" 2'-0"typ 2'-0" t y p 2'- 0 " t y p Ridge Ridge Valley - extend galvanized metal flashing min 18" up slope both sides ¾" hardcoat stucco with base flashing out and over shingles Upper gutter downspout to lower gutter 2' - 0 " t y p 2' - 0 " t y p Cricket - extend 3" past stucco finish on chimney Steel fabricated chimney cap with spark arrester - prime & paint Line of walls below Line of walls below Line of walls below 2'-0"sq 3'-0" sq 7½" 6:12 slope 1'-8"sq Spark arrester mesh 2" sq steel posts 2'- 5 " s q f r m g ½" per foot slope Steel fabrication - prime and paint 3" thick (dbl 2x10) stucco covered trim ¾" hardcoat stucco over ⅝" Densglass Cricket - extend 3" past stucco finish on chimney Extend galv flashing 18" up slope 131'-7" TO Framing Chimney & Cap2Scale: 1/16" = 1'-0" Valleys at Garage Detail1Not to Scale 40-yr heavy texture asphalt shingles over 30 lb builders felt at insulated roof and over Ice and Water Shield at eaves 40-yr heavy texture asphalt shingles over 30 lb builders felt at insulated roof and over Ice and Water Shield at eaves Prefinished metal gutter & downspout Prefinished metal gutter & downspout Q 4 A18 6:12 Slop e D n 6:1 2Slo p e D n Valley ValleyVa l l e y Va l l e y Valley V a l l e y Valle y Valley Prefinished metal gutter & downspout Prefinished metal gutter & downspout Prefinished metal gutter & downspout Prefinished metal gutter & downspout 9' - 4 " 14 ' - 0 " 6"± 2 A11 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. Mechanical flue and makeup air 40-yr heavy texture asphalt shingles over 30 lb builders felt at insulated roof and over Ice and Water Shield at eaves 1 A16 2 A16 3 A16 1 A1 41A142 A14 2 A14 3 A15 3 A15 4 A15 4 A15 5 A15 5 A15 6 A15 6 A15 2/23/21 Sheet Number A11 Joseph E Calvin Date Sheet Title Roof Plan December 29, 2020 of 21 WI L L A R D R E S I D E N C E Lo t 2 4 - G r e y F o x E s t a t e s a t C e d a r R i d g e 28 0 0 G r e y F o x 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 : 2 0 0 9 – W I L L A R D R E S I D E N C E F i l e : " 2 0 0 9 C D s " M o d i fi e d : T u e , F e b 2 3 , 2 1 P r i n t : T u e , F e b 2 3 , 2 1 D r a w n b y : J E C C h e c k e d b y : J E C The factory-built chimney installed in this chase must be listed per IRC R1005 and must be installed per the listing. Ice barrier required from the lowest edges of all roof surfaces to a point not less than 24" inside the exterior wall line of the building. IRC R905.1.2 Ventilation per R806 Provide the engineered truss drawings on site for all inspections. Reviewed by SAFEbuilt 03/31/2021 South Elevation#Scale: 1/4" = 1'-0" 0 1 2 4 6 8 West Elevation#Scale: 1/4" = 1'-0" 0 1 2 4 6 8 A B C D B E 1 F 3 HH H FFF FF G 1 3 Z2 Z4 Z1 Z3 Z2 Z1 Z4 Z3 T Frostproof hose bib Drain pipe from area drain Guest Parking Aluminum Clad wood windows with insulated glazing ¾" hardcoat stucco - accent color 3" built-out stucco trim around windows 2x8 cement board fascia 40-yr heavy texture asphalt shingles 12 6 12 6 12 6 12 6 130'-5" Ridge 127'-5" Ridge 6x6 Douglas Fir post - stain Bench - See steel frame Sheet A19 2x8 cement board fascia 123'-5" Ridge 2" thin-stone base with 3" Colorado Buff sandstone cap Prefinished metal gutter & downspout 2" thin-stone base with 3" Colorado Buff sandstone cap Swale Drain pipe from area drain Landscape boulders ¾" hardcoat stucco with v-groove control joints as illustraited 110'-1¾" Upper Level FF 100'-0" Lower Level TO Slab 124'-11" Ridge Large steel kicker - see detail Sheet A19 6x6 Douglas Fir post - stain 40-yr heavy texture asphalt shingles 2x8 cement board fascia Aluminum Clad wood windows with insulated glazing Wood cap (tapered) over Fortress railing system 6x6 Douglas Fir wood post with prefinished metal cap (Fortress) Fortress steel intermediate post Double 2x10 AYC deck rim joist Stairs beyond 2" thin-stone base with 3" Colorado Buff sandstone cap 2" thin-stone base with 3" Colorado Buff sandstone cap 3" built-out stucco trim around windows Outline of foundation Large steel kicker - see detail Sheet A19 6x12 Douglas Fir beams - protected by roof eave Hardcoat stucco skim coat on bottom of cantilever soffit 2" thin-stone base with 3" Colorado Buff sandstone cap 130'-5" Ridge 40-yr heavy texture asphalt shingles 123'-4" Ridge 2x8 cement board fascia James Hardie ventilated soffit board 127'-5" Ridge 130'-5" Ridge 123'-5" Ridge 2" thin-stone base with 3" Colorado Buff sandstone cap Prefinished metl gutter and downspout ¾" hardcoat stucco with v-groove control joints as shown 3" thick (dbl 2x10) built-out stucco covered trim Aluminum Clad wood windows with insulated glazing ¾" hardcoat stucco - accent color 110'-1¾" Upper Level FF 131'-7" TO Chimney Framing Aluminum Clad wood windows with insulated glazing ¾" hardcoat stucco - accent color 6x12 Douglas Fir beams - protected by roof eave 2x8 cement board fascia Mechanical flue and makeup air Radon mitigation vent 4 A15 4 A15 5 A15 5 A15 6 A15 6 A15 3 A15 3 A15 2 A14 2 A14 Cedar trim around entry door and windows Crawlspace vent Feb 22, 20201 1 A9 2/23/21 Sheet Number A12 Joseph E Calvin Date Sheet Title Elevations December 29, 2020 of 21 WI L L A R D R E S I D E N C E Lo t 2 4 - G r e y F o x E s t a t e s a t C e d a r R i d g e 28 0 0 G r e y F o x 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 : 2 0 0 9 – W I L L A R D R E S I D E N C E F i l e : " 2 0 0 9 C D s " M o d i fi e d : T u e , F e b 2 3 , 2 1 P r i n t : T u e , F e b 2 3 , 2 1 D r a w n b y : J E C C h e c k e d b y : J E C House wrap Ventilation per R806 Reviewed by SAFEbuilt 03/31/2021 North Elevation#Scale: 1/4" = 1'-0" 0 1 2 4 6 8 East Elevation#Scale: 1/4" = 1'-0" 0 1 2 4 6 8 H H J 4 K L M N 7 S 5 6 S T A Q RPJH 8 8 U V W X W U UY 130'-5" Ridge 126'-11" Ridge Timber truss TT4 Timber truss TT3 123'-5" Ridge 110'-1¾" Upper Level FF 3" thick (dbl 2x12) built-out stucco covered trim 2" thin-stone base with 3" Colorado Buff sandstone cap Aluminum Clad wood windows with insulated glazing ¾" hardcoat stucco - accent color James Hardie ventilated soffit board 123'-4" Ridge 109'-6¾" Garage Slab 10'-0"± clear Gas Meter Electric Meter 4 A17 5 A17 Crawlspace Vent Dryer Vent Hosebib and reel 5 A17 Air conditioner condensers on leveling pads Feb 22, 20201 1 A9 2/23/21 Sheet Number A13 Joseph E Calvin Date Sheet Title Elevations December 29, 2020 of 21 WI L L A R D R E S I D E N C E Lo t 2 4 - G r e y F o x E s t a t e s a t C e d a r R i d g e 28 0 0 G r e y F o x 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 : 2 0 0 9 – W I L L A R D R E S I D E N C E F i l e : " 2 0 0 9 C D s " M o d i fi e d : T u e , F e b 2 3 , 2 1 P r i n t : T u e , F e b 2 3 , 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 03/31/2021 Section at Garage1Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Section at Kitchen2Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Garage Wine Study Kitchen Storage Not conditioned in initial phase Crawlspace Garage 109'-6¾" Garage Slab Perimeter 119'-2⅞" Brg Ht 110'-1¾" Finish Floor 118'-2⅞" Brg Ht 110'-1¾" Brg Ht 100'-0" TO Slab 130'-5" Ridge 123'-4" Ridge 109'-6¾" Garage Slab Perimeter 119'-2⅞" Brg Ht 123'-4" Ridge R28 blown-in cellulose insulation over garage 14" (R49) blown-in cellulose insulation R21 FG batt inulation 2" spray-applied closed-cell polyurethane above with 12" blown-in cellulose insulation Spray-applied closed-cell polyurethane at headers 2" spray-applied closed-cell polyurethane with 3½" blown-in cellulose insulation R15 FG batt insulation Electrical Panel Spray-applied closed-cell polyurethane insulation at Mechanical Room walls Insulate all walls or Wine Room with 2" spray-applied closed-cell polyurethane with 3½" blown-in cellulose insulation R28 blown-in cellulose insulation over garage R38 HD FG batt insulation at entire floor structure including over crawlspace and cantilevers 2" rigid insulation 2" rigid insulation 2" rigid insulation R15 FG sound batt insulation at interior Bedroom, Bathroom and Study walls Feb 22, 20201 12" rigid insulation 1 R21 HD FG batt insulation at exterior storage room walls 1 2/23/21 Sheet Number A14 Joseph E Calvin Date Sheet Title Building Sections December 29, 2020 of 21 WI L L A R D R E S I D E N C E Lo t 2 4 - G r e y F o x E s t a t e s a t C e d a r R i d g e 28 0 0 G r e y F o x 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 : 2 0 0 9 – W I L L A R D R E S I D E N C E F i l e : " 2 0 0 9 C D s " M o d i fi e d : T u e , F e b 2 3 , 2 1 P r i n t : T u e , F e b 2 3 , 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 03/31/2021 2" spray-applied closed-cell polyurethane with 3½" blown-in cellulose insulation Section at Clearstory3Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Section at Bedroom5Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Section at Living Room4Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Section at Bath & Exercise6Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Entry Hall Living Room Dining Storage Not conditioned in initial phase Mechanical Living Room Storage Not conditioned in initial phase Guest A Crawlspace Crawlspace Crawlspace Future Build-Out Not conditioned in initial phase Guest B BedroomGuest Bath Future Build-Out Not conditioned in initial phase ExerciseBathroomCloset 1 A16 2 A16 3 A16 120'-2⅞" Brg Ht 100'-0" TO Slab 130'-5" Ridge 118'-2⅞" Brg Ht 100'-0" TO Slab 127'-5" Ridge 118'-8⅛" Brg Ht 118'-2⅞" Brg Ht 119'-2⅞" Brg Ht 130'-5" Ridge 110'-1¾" Finish Floor 100'-0" Top of Slab 110'-1¾" Finish Floor 100'-0" Top of Slab Clearstory 1' - 5 " ± Overframing At clearstory and north and south of clearstory, install full-depth spray-applied closed-cell polyurethane insulation Spray-applied closed-cell polyurethane insulation at Mechanical Room walls - ALTERNATELY - the walls can be R21 HD FG batt insulation if framed in 2x6 rather than 2x4 shown R38 HD FG batt insulation at entire floor structure including over crawlspace and cantilevers R38 HD FG batt insulation at entire floor structure including over crawlspace and cantilevers R38 HD FG batt insulation at entire floor structure including over crawlspace and cantilevers R38 HD FG batt insulation at entire floor structure including over crawlspace and cantilevers 2" spray-applied closed-cell polyurethane with 3½" blown-in cellulose insulation 2" spray-applied closed-cell polyurethane with 3½" blown-in cellulose insulation Radon mitigation fan R21 HD FG batt insulation at exterior storage room walls 2" spray-applied closed-cell polyurethane with 3½" blown-in cellulose insulation 2" spray-applied closed-cell polyurethane with 3½" blown-in cellulose insulation 2" spray-applied closed-cell polyurethane above with 12" blown-in cellulose insulation 2" spray-applied closed-cell polyurethane above with 12" blown-in cellulose insulation 2" spray-applied closed-cell polyurethane with 3½" blown-in cellulose insulation 2" spray-applied closed-cell polyurethane with 3½" blown-in cellulose insulation 2" spray-applied closed-cell polyurethane with 3½" blown-in cellulose insulation 2" spray-applied closed-cell polyurethane with 3½" blown-in cellulose insulation 2" spray-applied closed-cell polyurethane with 3½" blown-in cellulose insulation R15 HD FG batt insulation R15 HD FG batt insulation 14" (R49) blown-in cellulose insulation 14" (R49) blown-in cellulose insulation 14" (R49) blown-in cellulose insulation 2" rigid insulation 2" rigid insulation 2" rigid insulation 2" rigid insulation 2" rigid insulation 2" rigid insulation Spray-applied closed-cell polyurethane at headers Spray-applied closed-cell polyurethane at headers Spray-applied closed-cell polyurethane at headers Spray-applied closed-cell polyurethane at headers 2" spray-applied closed-cell polyurethane with 3½" blown-in cellulose insulation R15 FG sound batt insulation at interior Bedroom, Bathroom and Study walls R15 FG sound batt insulation at interior Bedroom, Bathroom and Study walls R15 FG sound batt insulation at interior Bedroom, Bathroom and Study walls Feb 22, 20201 1 A9 R38 HD FG batt insulation at entire floor structure including over crawlspace and cantilevers R21 HD FG batt insulation over Mechanical Room 1 2" rigid insulation 1R21 HD FG batt insulation at exterior storage room walls 1 1 2/23/21 Sheet Number A15 Joseph E Calvin Date Sheet Title Building Sections December 29, 2020 of 21 WI L L A R D R E S I D E N C E Lo t 2 4 - G r e y F o x E s t a t e s a t C e d a r R i d g e 28 0 0 G r e y F o x 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 : 2 0 0 9 – W I L L A R D R E S I D E N C E F i l e : " 2 0 0 9 C D s " M o d i fi e d : T u e , F e b 2 3 , 2 1 P r i n t : T u e , F e b 2 3 , 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 03/31/2021 Wall Section1Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6”Wall Section2Scale: 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" Top of Slab 109'-1⅛" Joist Bearing 110'-1¾" Top of Decking 118'-2⅞" Joist Bearing 100'-0" Top of Slab 109'-1⅛" Joist Bearing 110'-1¾" Top of Decking 119'-2⅞" Truss Bearing 109'-1⅛" Joist Bearing 110'-1¾" Top of Decking 118'-2⅞" Truss Bearing 104'-11⅝" Top of Concrete 100'-11⅝" Top of Footing 40-yr heavy texture asphalt shingles 40-yr heavy texture asphalt shingles 40-yr heavy texture asphalt shingles 30-lb Builders felt over insulated roof 30-lb Builders felt over insulated roof 30-lb Builders felt over insulated roof ⅝" structural wood sheathing ⅝" structural wood sheathing ⅝" structural wood sheathing 2" spray-applied closed-cell polyurethane insulation 12" blown-in cellulose insulation 2x6 blocking between eave extensions 2x6 eave extensions at 24"oc 14" I-joists - Refer to Framing Plan A10 Pack-out web near bearing per mfgr Ventilation baffles at each truss space 14" blown-in cellulose insulation Pre-engineered wood trusses at 24"oc Pre-engineered wood trusses at 24"oc Ventilation baffles at each truss space 14" blown-in cellulose insulation 1'-10½" Ice & Water Shield over eaves Ice & Water Shield over eaves Ice & Water Shield over eaves Prefinished metal drip edge James Hardie 2x8 fascia board 2x6 sub fascia James Hardie vented smooth soffit board install battens at jointsJames Hardie 2x8 fascia board 2x6 sub fascia James Hardie 2x8 fascia board 2x6 sub fascia James Hardie vented smooth soffit board James Hardie vented smooth soffit board install battens at joints Simpson H2.5A huricane clip at each truss Simpson H2.5A huricane clip at each truss Simpson H2.5A hurricane clip at each joist ¾" hardcoat stucco (accent color) over ⅝" DensGlass ¾" hardcoat stucco finish (accent color) over ⅝" DensGlass ¾" hardcoat stucco (accent color) over ⅝" DensGlass Insulation runs full span (not shown) ⅝" gypsum board ceiling ½" gypsum wall board over 6-mil poly vapor barrier Min 6-mil poly vapor varrier ⅝" gypsum board ceiling Min 6-mil poly vapor barrier ⅝" gypsum board ceiling ½" gypsum wall board over 6-mil poly vapor barrier Double 2x6 top plate Double 2x6 top plate ½" gypsum wall board over 6-mil poly vapor barrier 1x6 plate for proper height Spay-applied closed-cell polyurethane insulation Spay-applied closed-cell polyurethane insulation Spay-applied closed-cell polyurethane insulation Double 2x10 header - typ Double 2x10 header - typ Double 2x12 header at this location 2x4 blocking to support 1x6 2x6 finish wood trim at head 2x6 finish wood trim at head 2x6 finish wood trim at head 1x trim jamb extension 1x trim jamb extension 1x trim jamb extension Aluminum clad wood window refer to Sheet A18 Aluminum clad wood windows (mulled together) refer to Sheet A18 Aluminum clad wood windows refer to Sheet A18 Prefinished metal gutterPrefinished metal gutter VWH 1x wood sill1x wood sill1x wood sill 1x4 trim at jambs and below sill 1x4 trim at jambs and below sill 1x4 trim at jambs and below sill ½" gypsum wall board over 6-mil poly vapor barrier ½" gypsum wall board over 6-mil poly vapor barrier ½" gypsum wall board over 6-mil poly vapor barrier 2x6 at 16" framing with 2" spray-applied closed-cell polyurethane and 3½" blown-in cellulose insulation 2x6 at 16" framing with 2" spray-applied closed-cell polyurethane and 3½" blown-in cellulose insulation 1x4 base trim1x4 base trim 1x4 base trim 2x6 at 16" framing with 2" spray-applied closed-cell polyurethane and 3½" blown-in cellulose insulation Prefinished metal flashing caulk joint after installation Prefinished metal flashing caulk joint after installation Prefinished metal flashing caulk joint after installation ¾" hardcoat stucco finish over wood ¾" hardcoat stucco finish over wood ¾" hardcoat stucco finish over wood (2) 2x12 to create 3" deep stucco accent below windows - taper top for positive drainage - first 2x12 may be replaced with (2) 2`x4 at contractor's option (2) 2x12 to create 3" deep stucco accent below windows - taper top for positive drainage - first 2x12 may be replaced with (2) 2x4 at contractor's option (2) 2x12 to create 3" deep stucco accent below windows - taper top for positive drainage - first 2x12 may be replaced with (2) 2x4 at contractor's option V-groove control joint in stucco at elevation 107'-1" - See Sheets A12 and A13 for additional locations V-groove control joint in stucco at elevation 107'-1" - See Sheets A12 and A13 for additional locations 7' - 1 " ¾" hardcoat stucco finish over ⅝" DensGlass ¾" hardcoat stucco finish over ⅝" DensGlass ¾" hardcoat stucco finish over ⅝" DensGlass ¾" structural floor decking ¾" structural floor decking ¾" structural floor decking R38 FG batt insulationR38 FG batt insulationR38 FG batt insulation 10-mil Class A poly vapor barrier 10-mil Class A poly vapor barrier 10-mil Class A poly vapor barrier LSL rim joistLSL rim joistLSL rim joist Double 2x6 top plate Double 2x6 top plate Double 2x6 top plate 2x6 plate Double 2x10 header for future door or window 1x2 wood trim Spay-applied closed-cell polyurethane insulation 2x6 blocking across bottom of header Knock-down 2x6 or 2x5 framing within future opening 2x6 at 16" framing with R21 FG batt or 5½" blown-in cellulose insulation R15 FG batt or 3½" blown-in cellulose insulation 2x6 at 16" framing R15 FG batt insulation ½" gypsum wall board over 6-mil poly vapor barrier ½" gypsum wall board over 6-mil poly vapor barrier Refer to Sheet A4 for below-slab radon mitigation Refer to Sheet A4 for below-slab radon mitigation Refer to Sheet A4 for crawlspace radon mitigation and membrane Refer to Sheets A3 and A4 for foundation detailing, dimensions and reinforcing Refer to Sheets A3 and A4 for foundation detailing, dimensions and reinforcing Refer to Sheets A3 and A4 for foundation detailing, dimensions and reinforcing Foundation waterproofing and insulation - refer to Sheet A4 for materials and installationFoundation waterproofing and insulation - refer to Sheet A4 for materials and installation Foundation waterproofing - refer to Sheet A4 for materials and installation Free draining gravel wrapped in geotech fabric 4" perf PVC drain pipe wrap in geotech fabric silt sleeve - slope 2% Extend waterproofing membrane across footing on sloped grout Galvanized metal flashing 3" tall sandstone cap with drip edge - slope to drain 2"± thin stone veneer over grout over expanded metal ½" OSB sheathing Provide positive slope to create swale away from house 2x6 treated sill plate in bed of sill sealant w/ anchor bolts and plate washer per Foundation Notes on Sheet A4 2x6 treated sill plate in bed of sill sealant w/ anchor bolts and plate washer per Foundation Notes on Sheet A4 Elevate drywall ½" above top of concrete and install backer rod 4" vinyl cove base Concrete slab as detailed on Sheet A4 Concrete slab as detailed on Sheet A4 4" vinyl cove base Elevate drywall ½" above top of concrete and install backer rod 2x6 treated sill plate in bed of sill sealant w/ anchor bolts and plate washer per Foundation Notes on Sheet A4 Terminate DensGlass at top of slab elevation - extend hardcoat stucco down over concrete face to below grade Terminate DensGlass at top of slab elevation - extend hardcoat stucco down over concrete face to below grade Guest Room Bedroom Living Room StorageStorage Crawlspace Feb 22, 20201 1 1 2" rigid insulation 1 1 2/23/21 Sheet Number A16 Joseph E Calvin Date Sheet Title Wall Sections December 29, 2020 of 21 WI L L A R D R E S I D E N C E Lo t 2 4 - G r e y F o x E s t a t e s a t C e d a r R i d g e 28 0 0 G r e y F o x 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 : 2 0 0 9 – W I L L A R D R E S I D E N C E F i l e : " 2 0 0 9 C D s " M o d i fi e d : T u e , F e b 2 3 , 2 1 P r i n t : T u e , F e b 2 3 , 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 03/31/2021 Exterior Stair Section4Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6”Deck and Railing5Not to Scale nor t h 15 treads at 11" = 13'-9" 11" 7 5 / 8 " 16 r i s e r s a t 7 ⅝" = 1 0 ' - 1 ¾" 3' - 0 " 6'-10 1/2"6'-10 1/2" 3' - 1 ½" 2x10 AYC deck framing at 16"oc Synthetic decking Fortress manufactured steel railing 2x4 cap - shape/slope to drain 3' - 8 " 6x6 Douglas Fir wood post with prefinished metal cap (Fortress) Self-adhesive EPDM strip to protect top of joists 11 1 / 4 " 1'-1 ⅜" 5" Double stringers at stair edge and mid-point 6x6 Douglas Fir wood post with prefinished metal cap (Fortress) 6x6 Douglas Fir wood post with prefinished metal cap (Fortress) Simpson LSSU adjustable slope double 2x hanger 4x10 Douglas Fir beam 4x12 Douglas Fir Treads Stamped concrete patio - See Site Plan Sheet A2 Fortress manufactured adjustable angle steel railing Fortress Post Intermediate 4' - 8 " Large Stee Kicker see Sheet A19 for dimension Cement board soffit with stucco skim coat finish over decks and at front entry 6x6 Douglas Fir wood post with prefinished metal cap (Fortress) Fortress manufactured steel railing Concrete Piers See detail 3/A14 similar Downspout - Offset building-side stringer north as needed to allow downspout to pass upper tread Line of grade Laundry looking Southeast1Not to Scale n o r t h Laundry looking Northeast2Not to Scale nort h Laundry looking West3Not to Scale nor t h General Notes 1. See other interior elevations and Interior Finishes notes on Sheet A20 Rod and shelf above south countertop Attic access panel Diagonal sliding drawers Bench over shoe shelves 2/23/21 Sheet Number A17 Joseph E Calvin Date Sheet Title Stair and Railing Sections December 29, 2020 of 21 WI L L A R D R E S I D E N C E Lo t 2 4 - G r e y F o x E s t a t e s a t C e d a r R i d g e 28 0 0 G r e y F o x 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 : 2 0 0 9 – W I L L A R D R E S I D E N C E F i l e : " 2 0 0 9 C D s " M o d i fi e d : T u e , F e b 2 3 , 2 1 P r i n t : T u e , F e b 2 3 , 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 03/31/2021 General Notes 1. Pre-Engineered Truss elevations (Sheet A19) are provided for overall dimensions and general configuration. Member sizes and web arrangement shall be determined and certified by Truss Manufacturer. 2. Field verify all rough openings and finish wall thickness prior to ordering or fabrication of materials. 3. 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. 4. 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. 5. Provide hardware finish samples for Owner's selection prior to ordering. 6. Provide wall stops or overhead stops at all interior swinging doors. 7. Provide blocking in framed walls for door stops, cabinetry, shelving, kitchen and toilet accessories, etc. 8. 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. 9. 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. 10. All interior trim & base boards are to be 1x4 except as shown otherwise. Species and stains to be selected by Owner. 11. Provide metal drywall corner bead at all exposed interior gyp bd corners. 12. 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. 13. 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. 14. 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. A 8'-0" 1' - 2 " 2' - 0 " 2'-2"6"3'-8"6"2'-2" 9 ¾" ` 5' - 1 1 1 / 4 " 6" 1' - 9 ⅜" 1' - 1 " 4' - 0 " 3'-8" Sectional Overhead Door Remote & Keypad Opener Custom trim and glazing as shown Qty: 1 B C D B E Direct Set Qty: 2 All Windows Fixed Direct Set Main Entrance Door (illustrated from push side) (4) sets of hinges Heavy Duty Lockset 1 F G Awning 3 3'-5" 1' - 1 1 " 6' - 1 7 / 8 " Awning Qty: 6 Garage Man Door (illustrated from push side) Identically keyed Heavy Duty Lockset Qty: 1 3'-2" 6' - 9 " 1' - 1 1 " 8' - 0 " 18'-0" 5' - 5 " 5'-10" 3' - 3 " H Mulled together Casements Qty: 4 Egress at (2) locations V Mulled together Casements Wide Casement Hardware (Not Egress) Qty: 1 2' - 4 " 4' - 5 " 4'-10"6'-2" 6' - 9 " 1' - 1 1 " K Fixed Direct Set 4 Aluminum Clad Patio doors with lockset and transom as shown Qty: 1 3' - 4 " 5'-10" 2' - 1 1 " 3' - 4 " 2' - 1 1 " L Fixed Direct Set M Casements Qty: 1 3' - 1 7 / 8 " 3' - 1 1 " 2'-11" 3' - 1 7 / 8 " 3' - 1 1 " 3' - 9 " 5'-10" 2' - 1 1 " N Fixed Direct Set and Casements Mulled Together Qty: 2 P Skylight 3' - 1 7 / 8 " 3' - 1 1 " 2'-11" Q R Fixed Direct Set and Casements Mulled Together Qty: 2 Q R Brake metal closure panel with drip edge Match color to skylight and to alumium clad windows Provide matching brake metal flashing around perimeter of opening 4 A18 6' - 1 0 " 6'-0" 3' - 1 7 / 8 " 4' - 5 " 2' - 1 0 1 / 8 " 2' - 1 1 / 8 " 5'-10" 2'-11"2'-11" 9' - 4 1 / 4 " 9' - 4 1 / 4 " 5'-10" 2'-11"2'-11" 3' - 1 7 / 8 " 2' - 1 1 / 8 " 2' - 1 0 1 / 8 " 4' - 5 " 6' - 1 0 " 6'-0" 5' - 5 " 3' - 1 1 " 1' - 6 " 3' - 1 7 / 8 " 5' - 5 " 1' - 7 7 / 8 " 2'-11" 5' - 5 " 1' - 7 7 / 8 " 6'-10" 5' - 5 " 1' - 1 1 " 5'-10" 2'-11"2'-11" 1' - 8 7 / 8 " 1' - 1 1 " 7' - 1 7 / 8 " 2'-11" 5' - 5 " 1' - 7 7 / 8 " 2'-11" 1' - 8 " 1' - 9 " 3 1 / 2 " 4' - 1 1 " 1'-11"4½"2'-5" 7' - 0 " 4'-10" 7' - 1 " 5'-6" 1 1 1 / 1 6 " 13/16" 6' - 8 " 3'-0" 6' - 9 " 1' - 4 " 4'-8" 1'-2"3'-4" 6' - 8 " 7' - 0 " 3'-0" 6' - 8 " 3'-4" 6' - 8 " 2'-8" 6' - 8 " 3'-0" 6' - 8 " 3'-0" 6' - 8 " 5'-4"3'-0" Skylight Section4Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6” Skylight 3D View3Not to Scale Exterior Window and Door Elevations2Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Interior Door Elevations1Scale: 1/4" = 1'-0" 0 1 2 4 6 8 5 Pella Reserve Sliding Patio Door Qty: 1 S Fixed Direct Set Mulled Together Qty: 2 T Fixed Direct Set Mulled Together Qty: 2 6 Pella Reserve Sliding Patio Door Qty: 1 U Casements Qty: 3 W Fixed Direct Set Mulled Together Egress Qty: 2 Awning Qty: 1 X Y Casements Qty: 3 Z2 Z4 Z1 Z3 7 8 11 12 13 14 15 16 17 18 2019 Fixed Direct Sets and Awnings Qty: 2 each Interior Door Framing5Not to Scale Interior Door Trim6Not to Scale 4' - 0 " 2'-4" 21 Wine Room Insulated frame & door Classroom function lockset weather seal, drop sill Qty: 1 Mirrored inset panel Lockset Silencers Qty: 1 Insulated HM door panel Qty: 1 2 J Mulled together Casements Qty: 2 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 Spray-applied closed-cell polyurethane insulation 1x4 & min 1x8 trim I-joist with packed webbing near bearing (2)2x6 blocking ⅝" gypsum board ceiling Q Prefinished metal flashing from below Ice & water shield down to within ½" of glass Aluminum frame skylight Aluminum Clad Patio doors with lockset, weather stripping, threshold and sweeps Qty: 2 Sectional Overhead Door Manual Operation, Jamb Lock Custom trim and glazing as shown Qty: 1 Sliding barn door Finish track to match other steel Silencers Qty: 4 20 minute fire rated Solid Core Wood or Insulated HM Lockset, Smoke Seal, Threshold & Sweep Qty: 1 Study Door Latch Set, Silencers Qty: 1 Bedroom 4 sets of hinges Privacy Set Silencers Qty: 1 Guest B and Guest Bath Privacy Set Silencers Qty: 2 Closets Passage Set Silencers Qty: 3 Privacy Set at Guest A Passage Set elsewhere Silencers Qty: 3 Passage Set Weather Seal & Sweep Qty: 1 6' - 8 " 2' - 1 1 5 / 8 " 2/23/21 Sheet Number A18 Joseph E Calvin Date Sheet Title Openings December 29, 2020 of 21 WI L L A R D R E S I D E N C E Lo t 2 4 - G r e y F o x E s t a t e s a t C e d a r R i d g e 28 0 0 G r e y F o x 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 : 2 0 0 9 – W I L L A R D R E S I D E N C E F i l e : " 2 0 0 9 C D s " M o d i fi e d : T u e , F e b 2 3 , 2 1 P r i n t : T u e , F e b 2 3 , 2 1 D r a w n b y : J E C C h e c k e d b y : J E C Tempered Tempered Tempered Tempered Tempered Tempered Tempered Reviewed by SAFEbuilt 03/31/2021 Pre-Engineered Wood Trusses1Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Heavy Timber Wood Trusses2Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Steel Fabrications3Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Plates & Assemblies4Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6” 4 ½ " 1'-2" 2⅜" 1' - 4 ⅛" 4½" 11 " 9¾" 1' - 6 ¼" 4 ½ " 9 ⅛ " 4½" 10" 6¼" 6" 6¼" 1'-11⅜"6⅛" 2"6"10"6" 9" 1'-4" 9½" 4½" 9¾" 2¾"5"2" 10 ¾" 6" 1'-6" 6¾"6¾"2¼"2¼" 1' - 7 ⅜" 11 ⅜" 2" 5" 5" 4" 6" 3" 2' - 0 " 9 ¾" 1 1 ¼ " 5½"clr 1 0 ¾ " 4" 5 ½"clr 12"x4½" x¼" stl pl 6" 6"x9¾"x ½" stl plt All plates ¼" except bottom of saddle 1'-1 ½" 5½" clr 11 1 / 4 " 6¼"x13½" x½" stl plt 12"x4½" x¼" stl pl 7" 6" 6"x6"x½" triangle steel stiffener ½" steel plates 5 ½"clr 7' - 9 1 / 4 " 13'-9 13/16" 18'-0" 20'-4 7 / 8 " 6x10 6x8 6x 6 6x 6 6x6 6x10 6x8 6x 6 6x 6 6x6 7' - 0 " 13'-9 13/16" 18'-0" 1'-6½" 19'-7 1 3 / 1 6 " 6'-1"6'-1" All plates are ¼" except where noted otherwise All bolts are ¾" - install with washers both sides at kerf plates 9'-6½" 1' - 2 ⅛" 5½"clr 1' - 8 " 11'-6½" 1' - 2 ⅛" 2' - 2 " 5½"clr 3' - 5 ⅜" 3' - 1 1 ⅜" 25'-10" 7' - 6 ⅞" 25'-10" 8' - 1 " 1' - 1 " 1'-10½"1'-10½"25'-6 1/2" 5½" 1' - 1 " 8' - 1 " 2' - 1 " 1' - 1 " 1'-10½"8'-0"18'-0"1' - 0 " 7' - 1 " 1'-10½" 1' - 1 " 24'-0"1'-10½" 1' - 1 " 11 ' - 1 " 9' - 7 / 8 " 20'-0"18'-0" 1' - 0 " 11 ' - 1 " 1' - 1 " 1'-10½" 1' - 1 " 1'-10½"1' - 0 " 20'-0"18'-0" 9' - 1 0 " 1'-10½" 1' - 1 " 6⅞" 1' - 1 " 7' - 0 " 24'-0" 11'-10 3/16"12'-1 13/16" 3' - 7 / 8 " 16'-0"2'-0" 17'-8 1/2" 3 1/2" 11 ⅞" 9' - 1 ⅛" 1' - 0 " 11 ' - 1 " 3' - 1 " 18'-0" 16'-0"2'-0" 1' - 0 " 10 ' - 1 " 11 ' - 1 " 3' - 1 5 / 1 6 " 21'-11 3/8" 1' - 1 " 1'-10½" 7' - 7 " 8'-11 3/8"13'-0" 3' - 7 ⅞" 19'-10"1'-10½" 7' - 0 ⅞" 4' - 1 " 1' - 1 " 6'-10"7'-0"6'-0" 12'-0" 4' - 1 " 1' - 1 " 1'-10½"1'-10½"8'-0" 3' - 5 5 / 1 6 " 7⅜" 15'-9 13/16" 6 3 / 4 " 5' - 2 ⅛" 12'-6 1/8"3'-3 11/16" 17'-9 13/16" 4' - 2 ⅛" 5'-9 13/16"12'-0" 1' - 1 " 7' - 1 " 2'-10 1/2"19'-9 13/16" 3' - 2 ⅛" 7'-9 13/16"12'-0" 1' - 1 " 7' - 1 " 24'-0"1'-10½"2'-10½" 1' - 1 " 1' - 1 " 7' - 1 " 6⅞" 24'-0" 6⅞" 6' - 6 ⅞" 2'-6" 6' - 1 ½" 6 ' - 7 ⅜ " 5 ' - 3 ⅞ " 1'-10" 5' - 0 " 5 ' - 4 ⅛ " 1'-10" 11 " 5' - 1 1 ¼" 2"x2"x⅛" sq stl tube 2"x2"x⅛" sq stl tube 2"x2"x⅛" sq stl tube 1½"x½" stl plate 1½"x½" stl plate 1½"x½" stl plate 9'-6½" 1' - 1 0 " HSS4x4x¼" HSS2x2x¼" 11'-6½" 2' - 0 " HSS4x4x¼" HSS2x2x¼" 8'-6" 3'-0"3'-0" 1' - 6 " HSS3x3x¼" Cut cross member at 45° and cap 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 612 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 T01 Gabel-End Truss T08 Girder Truss T02 T03 T04 T05 Gabel-End / Spanning Truss T06 T07 T09 T10 T11 T12 Gabel-End / Spanning Truss T13 T14 T15 T16 T17 T18 T19 TT1 TT2 TT3 TT4 Large Kicker Small Kicker Garage Kicker North Deck East Deck Bench 6x10 6x6 6x6 6x 6 6x10 6x6 6x6 6x 6 Post to Beams and Truss Assembly A ¼" v-groove weld these edges together taking care to protect timber grind-smooth - finish in field Post to Beams Assembly B (1) like & (1) opposite (4) locations (2) locations (2) locations (4) locations (1) location (6) locations (4) locations (2) locations 2' - 2 " 1' - 7 ⅞" 6⅞" 14'-0"11'-10"14'-0"11'-10"14'-0"12'-0" 11 ¼" 14'-0"12'-0" 20'-6 1/8"17'-5 7/8" 12'-0" 20'-0"18'-0"20'-0"4'-0" Alternate plate with kerf plate on clearstory side of truss - see far left 1' - 9 ½" 1'-1" 7" 4½" 4½" 4" 8¼" Add kerf plate at (2) locations (1) as shown (1) opposite Same Geometry General Notes Refer to Sheet A18 for General Notes. See additional Steel Fabrications on Sheet A6. Refer to Architecturally Exposed Steel notes on Sheet A6. 6x12 Transfer Beam - See Sheet A9 2½" blocking - VIF 9'-0" Simpson A23 clip angle See detail 1/A6 for bolting tabx 1" x ¼" steel plate ties 2/23/21 Sheet Number A19 Joseph E Calvin Date Sheet Title Trusses and Steel Fabrications December 29, 2020 of 21 WI L L A R D R E S I D E N C E Lo t 2 4 - G r e y F o x E s t a t e s a t C e d a r R i d g e 28 0 0 G r e y F o x 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 : 2 0 0 9 – W I L L A R D R E S I D E N C E F i l e : " 2 0 0 9 C D s " M o d i fi e d : T u e , F e b 2 3 , 2 1 P r i n t : T u e , F e b 2 3 , 2 1 D r a w n b y : J E C C h e c k e d b y : J E C Provide the engineered truss drawings on site for all inspections. The truss drawings must bear the EOR's seal. Reviewed by SAFEbuilt 03/31/2021 Interior Finishes 1. Interior walls, unless noted otherwise are to be ½” gypsum board. All walls are to be Level 4 Finish as defined by the Gypsum Association and are to have a eggshell texture and 2-coats painted. In the Garage and at the Lower Level, the walls and ceiling may be Level 2 finish. The ceiling and walls of the Garage are to be covered with (1) layer of ⅝” typeX gypsum board. Install MR gypsum board at the bathroom at COMMON INTERIOR WALLS ONLY. Install Georgia-Pacific DensShield Tile Backer backer behind wall tile locations at the showers and adjacent to the electric and wood burning fireplaces. Install per mfgr recommendations. Install Georgia- Pacific DensGlass on exterior walls where stucco finish is to be applied. 2. Wood paneling and trim species are as follow… Trim & Openin Casing Pine Interior Doors Knotty Alder Wood Flooring Knotting Hickory 3. The drawings illustrate 12” porcelain thin-set floor and wall tile. This tile shall be installed over DensShield Tile Backer in lieu of standard gypsum board at wall locations as described above. At floors it shall be installed over ¼” cement board. Provide a maximum 50% sloping transition strip at perimeter of tile floors - verify max ½” difference in elevation. 4. Cabinets and benches shall be “Architectural Woodwork Quality.” Review finishes and hardware options with the Owner. Shelving within closets may be white melamine veneer on particle board. 5. Countertops and window sills shall be granite, quarts or solid surface material - color to be elected by Owner. Kitchen looking East4Not to Scale no r t h Kitchen looking South8Not to Scale north Kitchen looking Northeast12Not to Scale north Dining Room looking South5Not to Scale north Closet looking West1Not to Scale nort h Lining Room looking West13Not to Scale north Closet looking Southeast2Not to Scale n o r t h Living Room looking North14Not to Scale north Bedroom looking Northwest10Not to Scale north Bathroom looking Northwest7Not to Scale nor t h Closet looking Northeast3Not to Scale nor t h Bathroom looking West15Not to Scale n o r t h Bathroom looking Southwest11Not to Scale no r t h Wine looking East9Not to Scale Study looking East6Not to Scale no r t h no r t h 2/23/21 Sheet Number A20 Joseph E Calvin Date Sheet Title Interiors December 29, 2020 of 21 WI L L A R D R E S I D E N C E Lo t 2 4 - G r e y F o x E s t a t e s a t C e d a r R i d g e 28 0 0 G r e y F o x 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 : 2 0 0 9 – W I L L A R D R E S I D E N C E F i l e : " 2 0 0 9 C D s " M o d i fi e d : T u e , F e b 2 3 , 2 1 P r i n t : T u e , F e b 2 3 , 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 03/31/2021 Lower Level Power Plan Scale: 1/8" = 1'-0" Upper Level Power Plan Scale: 1/8" = 1'-0" Lower Level Lighting Plan Scale: 1/8" = 1'-0" Upper Level Lighting Plan Scale: 1/8" = 1'-0" plan true plan true plan true plan true 0 2 4 8 12 1602481216 0 2 4 8 12 1602481216 General Notes 3 WP GFI 220v CO SD T T F Legend 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 light fixture Pier mounted exterior light fixture - must comply with EVDC 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 J 1. Lighting locations shown take precedence over other ceiling-mounted items -- these plans shows locations. Refer to sprinkler shop drawings drawings for general location of sprinkler heads. In the case of conflict, lighting locations take precedence, but sprinkler head locations shall meet code. All sprinkler piping beyond the mechanical room shall be concealed within roof, floor and wall structures. 2. All interior framed walls are to be constructed full-height to under side of roof or floor deck above unless indicated otherwise. 3. 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 2017 National Electric Code. d. Power needed for mechanical equipment, mini-split AC system, 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. 6. This project does not entail a lighting control system. D M T MS OS 1 T AC AC ACC M M T TStack vertically J Door jamb swith Door jamb switches D 3 Extend to lower level for future use J 3 4 T DD 3 3 4 3 3 Wall art lights 3 3 3 3 T 3 3 B 3 3 3 J J Future 3-way switch from upper level Radon mitigation fan 3 J J WP GFI 220v CO SD SDSD CO SD CO SD SD GFI J WP WP GFIdisp GFIGFI GFI GFI J J +36" +36" GFI GFI+36 J 220v WP WP (1) outlet high next to soffit for holiday lighting +32 +48 GFI+48 +48 +48 +48 +44" GFI GFI WP WP GFI J GFI GFIGFI +30" GFI GFI GFI J WP Below bench +36 GFI +44" GFI +44" GFI +44" GFI +44" GFI J J J +54" T +54"+54" +54"+54"J220V + 4 5J220V + 4 5 Junction boxes for future wall charging stations 8'-6" typ charge cord length Route power through wall due to header construction above SD 4 JJ J 2/23/21 Sheet Number A21 Joseph E Calvin Date Sheet Title Lighting and Power Plans December 29, 2020 of 21 WI L L A R D R E S I D E N C E Lo t 2 4 - G r e y F o x E s t a t e s a t C e d a r R i d g e 28 0 0 G r e y F o x 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 : 2 0 0 9 – W I L L A R D R E S I D E N C E F i l e : " 2 0 0 9 C D s " M o d i fi e d : T u e , F e b 2 3 , 2 1 P r i n t : T u e , F e b 2 3 , 2 1 D r a w n b y : J E C C h e c k e d b y : J E C Install the SD/CO detector per IRC R314.3 #4 All electrical subject to State permitting, inspections, and approval. Reviewed by SAFEbuilt 03/31/2021 ∆ ∆ EXISTING CONDITIONS SITE PLAN LOT24, OF THE FINAL PLAT OF GREY FOX ESTATES AT CEDAR RIDGE, 2ND FILING LOCATED IN THE W 1 2 OF THE SW 1 4 AND THE SW 1 4 OF THE NW 1 4 OF SECTION 1, T. 4 N., R. 73 W., OF THE 6TH P.M., TOWN OF ESTES PARK, COUNTY OF LARIMER , STATE OF COLORADO. 2412'46;&'5%4+26+10 2'4.#4+/'4%1706;10.+0'#55'55144'%14&5 5748';145016'5 5%#.' 8+%+0+6;/#2 )G Q U R C V K C N %Q P U V T W E V K Q P )G Q O C V K E U /C R R K P I #G T K C N 6GTTCKP.CPF5WTXG[KPI..% 21$1: $GTVJQWF%1 ÄÄ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eviewed by SAFEbuilt 03/31/2021 Refer to Architectrual Note: Route branch ducts around future stair opening All ductwork installed in the non-conditioned crawlspace and basement must be insulated. Reviewed by SAFEbuilt 03/31/2021 Reviewed by SAFEbuilt 03/31/2021