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Home My WebLink AboutFile Documents.COACH RD.0079.2018 (4).ARBKDATE Date: Scale: Drawn by: REVISIONS WWW.ZONE4ARCHITECTS.COM Z4A ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 BY A000 4/4/2018Plotted On: 4/4/2018 AS NOTED COVER SHEET110 + 112 COACH ROADASPEN, CO 81611| | B A R X R E S I D E N C EZ:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.pln ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED03.30.2018 0103 02 04 1 A7.1 LOCATION 1 A4.1 1 A5.1 PARCEL ID NUMBER : ZONING: SITE AREA: BLDG USE: OCC. GROUP: CONST. TYPE: CLIMATE ZONE: BLDG. CODE: FIRE SPRINKLERS: LEGAL DESC'N: 273502303007 PD 155,641 S.F./ 3.573 ACRES SINGLE-FAMILY RESIDENTIAL RESIDENTIAL GROUP R-3 V-B 7 CITY OF ASPEN LAND USE/IRC 2015 REQUIRED REFER TO SURVEY | | B A R X R E S I D E N C E SHEET INDEX PROJECT DIRECTORY PROJECT DATA ARCHITECTURAL DRAWINGS A000 COVER SHEET - SITE SURVEY - PLAT A101 SITE PLAN A102*z SNOWMELT PLANS A103a*z SITE SECTION A103b*z SITE SECTIONS A103c*z HEIGHTS OVER TOPOGRAPHY CIVIL ENGINEERING C.0.01 COVER C.1.01 GENERAL NOTES C.1.02 EXISTING CONDITIONS C.1.03 UTILITIES C.1.04 MAJOR DRAINAGE BASINS C.1.05 SUB-BASINS C.1.06 GRADING C.1.07 DRIVEWAY P&P C.1.08 DRIVEWAY DRAINAGE SYSTEM C.1.09 NORTH STORM SYSTEM C.1.10 SOUTH STORM SYSTEM C.1.11 FOUNDATION DRAINS C.1.12 EROSION CONTROL C.1.13 DETAILS 1 C.1.14 DETAILS 2 LANDSCAPE L.COVER LANDSCAPE COVER L.0.01 LANDSCAPE NOTES L.2.01 TREE MITIGATION AND PRESERVATION PLAN L.2.02 LAYOUT PLAN L.2.03 MATERIALS PLAN L.2.04 PLANTING PLAN L.5.01 DETAILS PERMIT SET RADER ENGINEERING, INC | MECHANICAL ENGINEER PO Box 8610 Avon, CO 81620 PHONE: 970.845.7910 CONTACT: Jeff Herschel 186 LIGHTING DESIGN GROUP | LIGHTING DESIGNER 1200 Bannock Street Denver, CO 80204 PHONE: 303.534.5350 CONTACT: Gregg Mackell ROARING FORK ENGINEERING, INC | CIVIL ENGINEER 592 Highway 133 Carbondale, CO 81623 PHONE: 970.340.4130 CONTACT: Tyler Stevens CONNECT 1 DESIGN | LANDSCAPE ARCHITECT 0123 Emma Road, Suite 200A Basalt, CO 81621 PHONE: 970.355.5457 CONTACT: Gyles Thornely OFFICE PHONE: OFFICE FAX: CONTACT: ZONE 4 ARCHITECTS, LLC | ARCHITECT PO BOX 2508 ASPEN, CO 81612 EMAIL 970.429.8470 jeff@zone4architects.com OYSTER SHORES LLC | OWNER CONTACT: Architect HANSEN CONSTRUCTION | GENERAL CONTRACTOR 310 Aspen Business Center ASPEN, CO 81611 PHONE: 970.920.1558 CONTACT: Blake Hansen ABBREVIATIONS NA DimensionDIM Not Applicable Foundation Floor Drain Fireproof Dishwasher Face Of Concrete Expansion Joint Face Of Stud Downspout Fire Extinguisher Cabinet EXT Exterior FEC FTG FD FL GA FDN FP FIN FOC FOS Guage Footing Floor Finish EQ EL [E] EJ EXIST DRWG DR DN DW DS Equal Elevation Existing Existing Drawing Drain Down Radius or Riser Perforated (d) Penny (nails, etc.) Outside Diameter Round Head Sheet Metal Screw Prefinished Sheet Metal PlywoodPLY RHSM REQ'D REINF REFR RM PROP PROJ PROD R REF Refrigerator Required Reinforce (d) Room Property Project Product Refer PFSM PERF PL d OD OPH OPP OPG OC NTS Plate Opposite Opening On Center Not to Scale Opposite Hand Damproofing Bottom Of Centerline Continuous Concrete Masonry Unit Architectural Construction Joint Both Sides CER Ceramic DIA DP DET CONT CJ CLOS CONC COL CLR CMU Detail Diameter Clear Concrete Column Closet BS BO CL CAB BLDG ARCH BD BET BRG BM Cabinet Building Board Between Bearing Beam Attic Access Door Aggregate Alternate Above Finished Floor Area of Refuge ADD ADJ AGG ALT AFF AOR AAD Addendum Adjacent Gypsum Wallboard Not In Contract Masonry Opening Inside Diameter and Air Conditioning Heating, Ventilating, Medicine Cabinet LAM Laminate MISC MECH NIC MIN MC LAV MAX MO MFG MTL Miscellaneous Minimum Mechanical Maximum Material Lavatory Manufacturer HWY JT INT ID HOR HDW HVAC HD HT Highway Interior Horizontal Joint Hardware Head Height Laminated Wood Beam General ContractorGC GWB GLB GR GYP GL GALV Gypsum Grade Glass Galvanized H.B.Hose Bib VICINITY MAP GENERAL NOTES CONTRACTOR SHALL VERIFY AND COORDINATE ALL OPENINGS STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. COORDINATION AND RESOLUTION DURING THE BIDDING PROCESS. CONTRACTOR WILL ASSUME RESPONSIBILITY OF ITEMS REQUIRING THROUGH FLOORS, CEILINGS, AND WALLS WITH ALL ARCHITECTURAL, DRAWINGS NOT TO BE SCALED, NOTIFY ARCHITECT OF ANY CONFLICTS ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALED. BE REMOVED AND REPLACED WITH WORK WHICH CONFORMS AT THE CONTRACTOR'S EXPENSE. SUBCONTRACTORS SHALL SUBMIT CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, FOR COMPLIANCE WITH FEDERAL AND STATE O.S.H.A. REGULATIONS, AND FOR THE PROTECTION OF ALL WORK UNTIL IT IS DELIVERED REQUESTS AND SAMPLES FOR REVIEW THROUGH THE GENERAL REQUIRED VERIFICATIONS AND SUBMITTALS TO BE MADE IN WORK IS BEGUN, AND WORK SHALL CONFORM TO THE REVIEWED SHOP DRAWINGS, SUBJECT TO REPLACEMENT AS REQUIRED IN WHEN THERE IS NEED OF INSPECTION AS REQUIRED BY THE THE BUILDING INSPECTOR SHALL BE NOTIFIED BY THE CONTRACTOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR HIS OR HER REVIEW WHERE CALLED FOR ANYWHERE IN THESE DOCUMENTS. REVIEW SHALL BE MADE BY THE ARCHITECT BEFORE OTHERWISE REGULATED OR SPECIFIED BY ARCHITECT THESE DOCUMENTS ARE INTENDED TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED TO COMPLETE ALL WORK DESCRIBED HEREIN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY CONDITIONS WHICH WILL NOT PERMIT CONSTRUCTION ACCORDING TO THE INTENTIONS OF THESE DOCUMENTS. IT IS THE RESPONSIBILITY OF THE ARCHITECT TO PROVIDE DETAILS AND/OR DIRECTIONS REGARDING DESIGN INTENT WHERE IT IS ALTERED BY EXISTING CONDITIONS OR WHERE NEGLECTED IN THE DOCUMENTS. REVIEWED SAMPLES. ANY WORK WHICH DOES NOT CONFORM SHALL BEFORE THE WORK IS PERFORMED. WORK MUST CONFORM TO THE AND ALL SUCH SAMPLES SHALL BE REVIEWED BY THE ARCHITECT SHALL SUBMIT SAMPLES WHEN REQUIRED BY THE ARCHITECT. PRESENTED TO THE ARCHITECT FOR REVIEW. THE CONTRACTOR OR CALLED OUT BY TRADE NAME IN THESE DOCUMENTS SHALL BE ANY MATERIALS PROPOSED FOR SUBSTITUTION OF THOSE SPECIFIED OR GOVERNING BODIES OR OMISSIONS COMPLETED TO THE OWNER. DIMENSIONS NOTED WITH "N.T.S." DENOTES NOT TO SCALE. J. K. I. H. IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, UNLESS APPROPRIATE TRADES. GENERALLY, ALL MATERIALS TO BE INSTALLED ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND ORDINANCES, AND SHALL BE PERFORMED TO THE HIGHEST REPORTED TO THE ARCHITECT IMMEDIATELY. AVAILABLE FOR INSPECTION AT THE OFFICES OF THE ARCHITECT. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT, THE GENERAL NOTES, THE SPECIFICATIONS, AND THE DRAWINGS, WHICH ARE COOPERATIVE AND CONTINUOUS. WORK INDICATED OR REASONABLY IMPLIED IN ANY ONE OF THE DOCUMENTS SHALL BE SUPPLIED AS THOUGH FULLY COVERED IN ALL. ANY DISCREPANCY BETWEEN THE DIFFERENT PARTS SHOULD BE STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN OF THE OF THESE CONTRACT DOCUMENTS. COPIES ARE ON FILE AND ARE THE AIA DOCUMENT 201, "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION", 1987, ARE HEREBY MADE A PART CONTRACTOR WHEN WORK IS LET THROUGH HIM OR HER. ADEQUATE TIME AS NOT TO DELAY WORK IN PROGRESS. UNIFORM BUILDING CODE OR ANY LOCAL CODE OR PARAGRAPH E, ABOVE. ORDINANCE. F. G. SYMBOL LEGEND GRID LINE BREAK LINE MATCH LINE REVISION A9.1 ELEVATION MARKER SECTION MARKER DETAIL CUT DETAIL 1 A6.1 ELEVATION 100 A ROOM NAME 101 INTERIOR ELEVATION MARKER ELEVATION NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER SPOT ELEVATION DOOR MARK WINDOW MARK ROOM NAME AND NUMBER SECTION NUMBER SHEET NUMBER Tread T United States Gage Uniform Building Code With (comb. form) Vinyl Asbestos Tile Unless Noted Otherwise VerticalVERT WD W/O W/ WIN WP WC VVAT Without Wood Window Waterproof(ing) Water Closet Weather Resistive Barrier VENT VIF VAR USG UBC U.N.O. UNFIN TYP TS UG Variable Verify In Field Ventilate Unfinished Underground Tube Steel Typical Tounge and Groove Top and Bottom Toilet Paper Holder Sound- Transmission Class Supplement (al)SUPPL TO T&B T&G TPH THK TEMP SUSP IE TV TEL Top Of Thick Television Telephone Suspend (ed) That Is Tempered SQ STRUCT SUB STL STD SPEC SM SIM STC SL Square Substitute Structure (al) Standard Steel Sheet Metal Specification Sliding Similar RO SHLV SECT SHT SEW SAN RW Rough Opening Section Sanitary Shelves Sheet Sewer Roof Window RS Rough Sawn Slope To DrainS.T.D. WPM Waterproofing Membrane WRB L. REFER TO ARCHITECT FOR HEAVY TIMBER (H.T.) FINISH. HATCHES LOCATED ON ELEVATIONS, SECTIONS, ETC., ARE FOR ILLUSTRATION PURPOSES ONLY IN ORDER TO DEPICT LOCATIONS TO RECEIVE THESE MATERIALS. IT DOES NOT REPERSENT LAYUP METHOD RELATED TO AESTHETICS, SPECIES, ETC. G.C. TO CONSTRUCT MOCK-UP FOR FINAL APPROVAL BY OWNER & ARCHITECT PRIOR TO INSTALLATION. M. N NOTE: THE IMAGE IS FOR ILLUSTRATIVE PURPOSES ONLY.SCOPE OF WORK: NEW CONSTRUCTION OF SINGLE-FAMILY RESIDENCE INCLUDING LOWER (BELOW GRADE), ENTRY, AND UPPER LEVELS. NEW CONSTRUCTION OF ACCESSORY DWELLING UNIT (ADU) INCLUDING LOWER STORAGE AND CRAWLSPACE (BELOW GRADE) AND ENTRY LEVEL. LIGHTING LEGEND AND GENERAL NOTES LIGHT.0.001 LOWER LEVEL EXTERIOR LIGHTING PLAN LIGHT.2.001 MAIN LEVEL EXTERIOR LIGHTING PLAN LIGHT.2.002 UPPER LEVEL EXTERIOR LIGHTING PLAN LIGHT.2.003 LANDSCAPE EXTERIOR LIGHTING PLAN LIGHT.2.004 LANDSCAPE EXTERIOR LIGHTING PLAN LIGHT.2.005 LOWER LEVEL LIGHTING PLAN LIGHT.2.006 LOWER LEVEL LIGHTING PLAN LIGHT.2.007 ENTRY LEVEL LIGHTING PLAN LIGHT.2.008 ENTRY LEVEL LIGHTING PLAN LIGHT.2.009 UPPER LEVEL LIGHTING PLAN LIGHT.2.010 ARCHITECTURAL STRUCTURAL GENERAL STRUCTURAL NOTES S0.001 FOUNDATION PLAN - EAST S2.010 FOUNDATION PLAN - WEST S2.011 LOWER LEVEL FRAMING PLAN - EAST S2.020 LOWER LEVEL FRAMING PLAN - WEST S2.021 MAIN FLOOR FRAMING PLAN - EAST S2.030 MAIN FLOOR FRAMING PLAN - WEST S2.031 UPPER FLOOR + LOWER ROOF FRAMING PLAN - EAST S2.040 UPPER FLOOR + LOWER ROOF FRAMING PLAN - WEST S2.041 UPPER ROOF FRAMING PLAN S2.050 ADU FOUNDATION PLAN S2.060 ADU MAIN LEVEL FRAMING PLAN S2.061 ADU ROOF FRAMING PLAN S2.062 FND SECTIONS & DETAILS S6.001 MAIN FLOOR SECTIONS & DETAILS S6.002 UPPER FLOOR SECTIONS & DETAILS S6.003 ROOF SECTIONS & DETAILS S6.004 FRAMING DETAILS S6.005 ADU DETAILS S6.006 MECHANICAL MECHANICAL COVER SHEET M000 MECHANICAL ZONING PLAN M001 MECHANICAL SCHEDULES M100 MECHANICAL SCHEDULES M101 MECHANICAL SCHEDULES M102 CRAWLSPACE MECHANICAL PLAN EAST M200a CRAWLSPACE MECHANICAL PLAN WEST M200b LOWER LEVEL MECHANICAL PLAN EAST M201a LOWER LEVEL MECHANICAL PLAN WEST M201b MAIN LEVEL MECHANICAL PLAN EAST M202a MAIN LEVEL MECHANICAL PLAN WEST M202b UPPER LEVEL MECHANICAL PLAN EAST M203a UPPER LEVEL MECHANICAL PLAN WEST M203b ADU MECHANICAL PLAN M204 MECHANICAL SCHEMATICS M300 MECHANICAL SCHEMATICS M301 MECHANICAL SPECIFICATIONS M400 SEQUENCE OF OPERATION M401 EVOLVE STRUCTURAL DESIGN | STRUCTURAL ENGINEER 1040 Main Street Carbondale, CO 81623 PHONE: 970.510.0773 CONTACT: Steve Edmiston ELECTRICAL LEGEND, SINGLE LINE DIAGRAMS E.0.001 LOAD CALCULATIONS E.0.002 SHEETS WITH *z DESIGNATION ARE ZONING + BUILDING DEPARTMENT SPECIFIC SHEETS. N. *z *z *z *z ARCHITECTURAL DRAWINGS A200a A200b A200c A201 A202 A300a A300b A301a A301b A302a A302b A303a A303b A304a A304b A305a A305b A401a A401b A402 A403a A403b A404 A405 A406 A407 A501 A502 A503 A504 A505 A506 A601 A602 A603 A604 A701 A702 A703 FAR FAR WALL AREA FAR [ADU] BUILDING GROSS AREA GRID LAYOUT CRAWLSPACE PLAN EAST CRAWLSPACE PLAN WEST LOWER LEVEL FLOOR PLAN EAST LOWER LEVEL FLOOR PLAN WEST MAIN LEVEL FLOOR PLAN EAST MAIN LEVEL FLOOR PLAN WEST UPPER LEVEL PLAN | EAST UPPER LEVEL FLOOR PLAN | WEST ROOF PLAN | EAST ROOF PLAN | WEST ADU | FLOOR PLANS ADU | ROOF PLAN ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS HIDDEN ELEVATIONS ADU ELEVATIONS ADU ELEVATIONS SECTION SECTION SECTION SECTION SECTION SECTION DETAILS DETAILS DETAILS DETAILS STAIR PLANS STAIR PLANS FIREPLACE PLANS A801 A802 A803 A804 A901a A901b A902a A902b A903 A904 WINDOW SCHEDULE DOOR SCHEDULE WINDOW DETAILS DOOR DETAILS LOWER LEVEL RCP EAST LOWER LEVEL RCP WEST ENTRY LEVEL RCP EAST ENTRY LEVEL RCP WEST UPPER LEVEL RCP ADU REFLECTED CEILING PLAN 4/5/2018 Location shown on vicinity map does not match that shown on the Civil, Landscape, and Survey. Please clarify. DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A101 4/4/2018Plotted On: 4/4/2018 AS NOTED SITE PLAN ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 BX.A X.1X.1 1 15' -0 "35'-6"4'-0"39'-6"47'-8" 34'-7"13'-0" EL. 99'-9" [7779.75'] 100'-0" [7780.0'] 102'-6" [7782.5'] S S T SC T E S 773577407745775077537754775577557755 77567757775877607760 7762776277637763776477647 7 6 5 77657 7 6 6 77667 7 6 7 7 7 6 8 77687769 7770 77717772777377747775777577767777777877797780778177817782778277837783778477857785778577867786778777887788778977907790 77927 7 9 37794 77957 7 9 7 7798 EXISTING CULVERT, RE: SURVEY BRIDGE POND 77677759S T E COACH ROAD8 ' WIDE EXISTIN G PATHACCESS + UTILITY EASEMENTACCESS + UTILITY EASEMENTMAROON CREEK CANYON CONSERVATION EASEMENT AGRICULTURAL CONSERVATION EASEMENT EXISTING ROCK / WOOD STAIRS BUILDI N G ENVE L O P EBUILDI N G ENVEL OPE LOT BOUN DA R Y4' WIDE EXISTING PATH20' [COMBINED] DRAINAGE EASEMENT EXISTING UTILITIES, RE: SURVEY 20 ' SEWER EASEM E N T 30' SEWER EASEMENT30' SEWER EASEMENT20 ' SEWER EASEM E N T LOT BOUNDARYP .U .D . BOUN D A R Y 7710 7720 7730 7740 775077807781 TOP OF SLOP E TOP OF SLOPE CONSERVATION EASEMENT DNUPUP DN BUILDING ENVELOPE BUILDING ENVELOPEGARAGE ENTRY ADU UP LOT BOUNDA R Y L O T B O U N D A R Y LOT BOU N D A R Y LOT BOUNDARY LOT BOUNDARYT.O. LOWER (STORAGE) LEVEL T.O. MAIN LEVEL F.F. (ABOVE) T.O. MAIN LEVEL F.F. T.O. GARAGE LEVEL F.F. EL. 111'-9" [7791.75'] LOT 7 STAGE ROAD PUD/SUBDIVISION REC. #515869 155,641 sq.ft.± / 3.573 acres±VIEW L INEPER SHEET 1 4 OF 1 7 / VIEW L INES LOTS 7 THROUGH 1 1 F IRST SUPPLEMENT TO THE FINA L PLA TBUILDING ENVELOPE15 ' TOP OF SLOP E SETB A C K SINGLE FAMILY RESIDENCE SITE PLAN KEYNOTES: 1. ARCHITECTURAL T.O. F.F. 100'-0" EQUALS SURVEY ELEVATION 7780.0'. 2. ARCHITECTURAL SITE PLAN USED TO LOCATE RESIDENCE ONLY. (SURVEYOR TO CONFIRM EXACT LOCATION IN FIELD PRIOR TO EXCAVATION). ALL OTHER INFORMATION SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. 3. EXISTING CONTOURS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. 4. REFER TO SURVEY FOR ACCURATE EXISTING CONDITIONS INCLUDING TOPOGRAPHY AND LOCATION OF EXISTING UTILITIES. 5. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR PROPOSED GRADING AND DETAILED LANDSCAPE INFORMATION, INCLUDING TREE REMOVAL + MITIGATION. 6. G.C. AND ARCHITECT TO FIELD VERIFY FINAL GAS AND ELECTRICAL METER LOCATIONS PRIOR TO INSTALLATION. REFER TO CIVIL + ELECTRICAL DOCUMENTS FOR GAS AND ELECTRIC METER LOCATION. 7. G.C. AND ARCHITECT TO FIELD VERIFY FIRE ALARM AND STROBE LOCATIONS WITH AFD PRIOR TO INSTALLATION. 8. REFER TO LIGHTING DOCUMENTS FOR EXTERIOR LIGHTING PLAN. N N TRUE NORTH[RE: SURVEY]LEGEND: EXISTING CONTOUR EXISTING VEGETATION E ELECTRIC METER G GAS METER 88'-0" [7780.0']7780T.O. LOWER LEVEL F.F. BX.A X.1X.1 1 15' -0 "35'-6"4'-0"39'-6"47'-8" 34'-7"13'-0" EL. 99'-9" [7779.75'] 100'-0" [7780.0'] 102'-6" [7782.5'] S S T SC T E S 773577407745775077537754775577557755 77567757775877607760 7762776277637763776477647 7 6 5 77657 7 6 6 77667 7 6 7 7 7 6 8 77687769 7770 77717772777377747775777577767777777877797780778177817782778277837783778477857785778577867786778777887788778977907790 77927 7 9 37794 77957 7 9 7 7798 EXISTING CULVERT, RE: SURVEY BRIDGE POND 77677759S T E COACH ROAD8 ' WIDE EXISTIN G PATHACCESS + UTILITY EASEMENTACCESS + UTILITY EASEMENTMAROON CREEK CANYON CONSERVATION EASEMENT AGRICULTURAL CONSERVATION EASEMENT EXISTING ROCK / WOOD STAIRS BUILDI N G ENVE L O P EBUILDI N G ENVEL OPE LOT BOUN DA R Y4' WIDE EXISTING PATH20' [COMBINED] DRAINAGE EASEMENT EXISTING UTILITIES, RE: SURVEY 20 ' SEWER EASEM E N T 30' SEWER EASEMENT30' SEWER EASEMENT20 ' SEWER EASEM E N T LOT BOUNDARYP .U .D . BOUN D A R Y 7710 7720 7730 7740 775077807781 TOP OF SLOP E TOP OF SLOPE CONSERVATION EASEMENT DNUPUP DN BUILDING ENVELOPE BUILDING ENVELOPEGARAGE ENTRY ADU UP LOT BOUNDA R Y L O T B O U N D A R Y LOT BOU N D A R Y LOT BOUNDARY LOT BOUNDARYT.O. LOWER (STORAGE) LEVEL T.O. MAIN LEVEL F.F. (ABOVE) T.O. MAIN LEVEL F.F. T.O. GARAGE LEVEL F.F. EL. 111'-9" [7791.75'] LOT 7 STAGE ROAD PUD/SUBDIVISION REC. #515869 155,641 sq.ft.± / 3.573 acres±VIEW L INEPER SHEET 1 4 OF 1 7 / VIEW L INES LOTS 7 THROUGH 1 1 F IRST SUPPLEMENT TO THE FINA L PLA TBUILDING ENVELOPE15 ' TOP OF SLOP E SETB A C K SINGLE FAMILY RESIDENCE 01 SITE PLAN - site info 1/16" = 1'-0" 4/5/2018 Show required handrails at all exterior stairways with four or more risers. R311.7.8 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A102 4/4/2018Plotted On: 4/4/2018 AS NOTED SNOWMELT PLANS ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 4.83 sq ft 120.00 sq ft 14.17 sq ft 14.17 sq ft 14.17 sq ft 12'x10' SPA 4.83 sq ft4.83 sq ft 45.33 sq ft 744.35 sq ft 12.80 sq ft 12.80 sq ft 12.80 sq ft 12.80 sq ft REF. DNUPUP DN UP 523.50 sq ft 1,294.05 sq ft 210.14 sq ft 96.00 sq ft172.00 sq ft REF. 283.14 sq ft 82.24 sq ft 67.33 sq ft DS. PROJECT ADDRESS: Parcel ID #: Permit Number: CONTACT INFORMATION : Owner: Name:City: ASPEN Address:State: CO Email:Zip Code: 81611 Phone: Cell Phone: Owner's Representative : Name:City: Aspen Address:State: CO Email:Zip Code: 81612 Phone: Cell Phone: ` A. RESIDENTIAL RENEWABLE ENERGY MITIGATION PROGRAM Sheets showing snowmelt, pool, spa, and solar/GSHP information: Do you have snowmelt or a spa that has been exempted by the buiding official? Hydro Snowmelt Electric Snowmelt Pool Spa Existing To be Removed Existing to Remain 0.00 sqft 0.00 sqft 0.00 sqft 0.00 sqft New 3707.20 sqft 120.00 sqft New (exempt) Total on site 3707.20 sqft 0.00 sqft 0.00 sqft 120.00 sqft Total Snowmelt on site Boiler Efficiency 94.0%100%75.0% 94.0% Mitigation Fee ‐$ 22,468.09$ Total Fee for Mitigation:156,558.30$ B. ON-SITE RENEWABLE CREDITS Supplemental System REMP Credit Use PV Worksheet Photovoltaic System 160,071.80$ Use Thermal Worksheet Hot Water Panels -$ Use GSHP Cert Ground Source Heat Pump -$ Other Approved System -$ Total Mitigation Credits: 160,071.80$ Onsite Renewable Offsets: How many KiloWatts of PV (solar electric) would I need? 22.80 or How many square feet of SHW (solar hot water) would I need? 696.90 R-REMP Fee: -$ Amount Previously Paid on This Permit:-$ TOTAL R-REMP FEE :-$ Refund (includes minus $750):‐$ C. PREPARED BY:Date: 03.26.2018 Print Name: Signature: Phone & EMail: REVIEWED:Date: vand@reesehenry.com 970-925-3771 970-429-8470 / jmccollum@zone4architects.com 2015 IECC RESIDENTIAL RENEWABLE ENERGY MITIGATION PROGRAM CITY OF ASPEN VERSION 11.1 UPDATED MARCH 28 2017 110 Coach Road, Aspen, CO 81611 273502303007 jmccollum@zone4architects.com OYSTER SHORES, LLC 400 E MAIN ST, Suite #2 ZONE 4 ARCHITECTS, LLC (Contact: Jeff McCollum) 3707.20 sqft PO Box 2508 970-429-8470 Zone 4 Architects, LLC $134,090.21 Zone 4 Architects, LLC Yes (enter sqft below on the exempt row)No 01 LOWER LEVEL SNOWMELT PLAN 1/8" = 1'-0" 02 ENTRY LEVEL SNOWMELT PLAN 1/8" = 1'-0" 01 UPPER LEVEL SNOWMELT PLAN 1/8" = 1'-0" N N N A) LOWER LEVEL PATIO AREA 3707.2 sq. ft.TOTAL LOCATION B) ENTRY WALK / DRIVEWAY C) ADU WALKWAY E) KITCHEN DECK F) MASTER SUITE DECK G) ADU DECK 1,017.9 sq. ft. 1,551.2 sq. ft. 182.0 sq. ft. 523.5 sq. ft. 283.1 sq. ft. 82.2 sq. ft. B C D E F A1 A2A3A4 A5 D) ADU STAIRS 67.3 sq. ft. *City Officials: Please refer to digitaly submitted documents for owner contact information.* 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A103a 4/4/2018Plotted On: 4/4/2018 AS NOTED SITE SECTION ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 9'-11 5/8" 35'-6 1/2" BUILDING ENVELOPE BLD. ENV. [BEYOND]30' [MAX. BUILDING HEIGHT]15' EL. + 88'- 0" [7768.00'] EL. + 114'- 3" [7794.25'] EL. + 100'- 0" [7780.00'] 7775.58' 7818.49' EL. + 102'- 6" [7782.50'] 45.00° 22.31° [41.04% SLOPE] VIEW LINE / VIEW PLANE T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL T.O. F.F. UPPER LEVEL BUILDING ENVELOPE [BEYOND]BLDNG. ENV.TOP OF SLOPETOP OF SLOPE OFFSETBUILDING ENVELOPEP.U.D. BOUNDARYVIEW LINE SPOT (AT WEST) PER SHEET 14 OF 17 / VIEW LINES LOTS 7 THROUGH 11 FIRST SUPPLEMENT TO THE FINAL PLAT VIEW LINE SPOT (AT EAST) PER SHEET 14 OF 17 / VIEW LINES LOTS 7 THROUGH 11 FIRST SUPPLEMENT TO THE FINAL PLAT MAROON CREEK TOP OF SLOPE SETBACK TOP OF SLOPEHEIGHT LIMITLOT BOUNDARYEXISTING GRADE 30' HEIGHT LIMIT ABOVE EXISTING GRADE T.O. F.F. GARAGE LEVEL FINISH GRADE15' -0 " EL. 99'-9" [7779.75'] 100'-0" [7780.0'] 102'-6" [7782.5'] S S 7753775477557755 77567757775877607760 7762776277637764776577667768 7769 7770 7771777277737774777577757776777777787779778077817782778377847785778577867788778877907790 77927 7 9 37794 776777598 ' WIDE EXISTIN G PATH EXISTING ROCK / WOOD STAIRS BUILDI N G ENVE L O P EBUILDI N G ENVEL OPE LOT BOUN DA RY4' WIDE EXISTING PATH20' [COMBINED] DRAINAGE EASEMENT 20 ' SEWER EASEM E N T 30' SEWER EASEMENT30' SEWER EASEMENT20 ' SEWER EASEM E N T77807781 TOP OF SLOP E TOP OF SLOPE CONSERVATION EASEMENT DNUPUP DN BUILDING ENVELOPE BUILDING ENVELOPEGARAGE ENTRY ADU UP T.O. LOWER (STORAGE) LEVEL T.O. MAIN LEVEL F.F. (ABOVE) T.O. MAIN LEVEL F.F. T.O. GARAGE LEVEL F.F. EL. 111'-9" [7791.75'] 02 A103b 01 A103bBUILDING ENVELOPE15 ' TOP OF SLOP E SETB A C K SINGLE FAMILY RESIDENCE 01 A103a 01 SITE SECTION - VIEW LINE / VIEW PLANE 1/16" = 1'-0" 01 SITE SECTION PLAN 1/16" = 1'-0" 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A103b 4/4/2018Plotted On: 4/4/2018 AS NOTED SITE SECTIONS ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 BUILDING ENVELOPE 15'-0"11'-9"12'2'-6"9'-3"30' [MAX. BUILDING HEIGHT]3"EL. + 88'- 0" [7768.00'] EL. + 111'- 9" [7791.75'] EL. + 100'- 0" [7780.00'] EL. + 102'- 6" [7782.50'] EL. + 99'- 9" [7779.75']45.00°T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL T.O. F.F. ENTRY LEVEL - ADU TOP OF SLOPE SETBACK TOP OF SLOPETOP OF SLOPE OFFSETVIEW PLANETOP OF SLOPEHEIGHT LIMITEXISTING GRADE 30' HEIGHT LIMIT ABOVE EXISTING GRADE T.O. F.F. GARAGE LEVEL T.O. F.F. LOWER LEVEL - ADU FINISH GRADE RETAINING WALL BEYOND ADU BUILDING ENVELOPE 15'30' [MAX. BUILDING HEIGHT]EL. + 88'- 0" [7768.00'] EL. + 114'- 3" [7794.25'] EL. + 100'- 0" [7780.00'] 45.00° T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL T.O. F.F. UPPER LEVEL TOP OF SLOPE SETBACK TOP OF SLOPETOP OF SLOPE OFFSETVIE W PLA N E T O P O F S L O P E H E I G H T LI M I T EXISTING GRADE 30' HEIGHT LIMIT ABOVE EXISTING GRADE LIVING ROOMENTRY CRAWLSPACE OUTDOOR PATIO FINISH GRADE FINISH GRADE EXISTING GRADE 01 SITE SECTION 'A' - TOP OF SLOPE 1/8" = 1'-0" 02 SITE SECTION 'B' - TOP OF SLOPE 1/8" = 1'-0" 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A103c 4/4/2018Plotted On: 4/4/2018 AS NOTED HEIGHTS OVER TOPOGRAPHY ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 7768 7769 7770 777177727773777477757775777677777778777977807781778277837784778577857786779077927767BUILDI N G ENVEL OPE 77807781DNUPUP DN BUILDING ENVELOPE BUILDING ENVELOPEUP BUILDING ENVELOPEMOST RESTRICTIVEELEVATION LABEL EXISTING GRADE ROOF HEIGHT (USGS) HEIGHTS OVER TOPOGRAPHY - ADU PROPOSED GRADE ROOF HEIGHT OVER MOST RESTRICTIVE Q R S T U V PROPOSED GRADE N/A. EXISTING GRADE USED FOR HEIGHT MEASUREMENTS. 7788.70' 7785.00' 7782.00' 7787.20' 7791.00' 7790.00'W 7792.00' 7802.70' 7804.40' 7806.33' 7806.40' 7804.33' 7803.33' 7802.67' 14' - 0" 19' - 5" 24' - 4" 19' - 2 1/2" 13' - 4" 13' - 4" 10' - 8"X Z Y 7786.00' 7786.00' 7790.00' 7803.20' 7802.80' 7803.15' 16' - 9 1/4" 13' - 1 3/4" 17' - 2 1/2" PROPOSED GRADE N/A. EXISTING GRADE USED FOR HEIGHT MEASUREMENTS. MOST RESTRICTIVEELEVATION LABEL EXISTING GRADE ROOF HEIGHT (USGS) HEIGHTS OVER TOPOGRAPHY - MAIN HOUSE PROPOSED GRADE ROOF HEIGHT OVER MOST RESTRICTIVE A B C D E F G H I J K L M N 7775.00' PROPOSED GRADE N/A. EXISTING GRADE USED FOR HEIGHT MEASUREMENTS. 7773.30' 7778.00' 7779.00' 7780.20' 7779.56' 7786.80' 7786.90' O 7795.30' 7796.70' 7809.70' 7807.35' 20' - 3 1/2" 23' - 4" 21' - 11" 20' - 5 1/2" P A1 A2 7784.50' 7776.00' 7775.70' 7775.50' 7777.00' 7777.20' 7780.40' 7780.50' 7787.70' 7787.50' 19' - 7 1/2" 23' - 6 1/2" 16' - 6" 16' - 4" 27' - 9" 28' - 10 3/4" 23' - 6" 18' - 4 1/2" 16' - 2" 14' - 7 1/2" 14' - 8 1/4" 16' - 0" 16' - 3 1/8" 23' - 7" 7804.00' 7804.03' 7808.50' 7795.60' 7791.95' 7791.50' 7791.67' 7791.80' 7803.98' 7804.00' 7796.33' 7795.16' 7807.95' 7808.45' PROPOSED GRADE N/A. EXISTING GRADE USED FOR HEIGHT MEASUREMENTS. CONTROL POINT PER SURVEY 7773.30' 7779.56' NOTE: CONTROL POINTS PER SURVEY RE: SURVEY EXHIBIT MAP DOCUMENT. X.A X.A X.B X.B X.C X.C X.D X.D X.2 X.2 X.3 X.3 X.4 X.4 X.1 X.1Q. S. T.U. V.W. X. R. Y. Z.5/8" : 12"SLOPEN7"6'-9 7/16" A. B.C. D. E. F.G. H. I. J.K. L.M. N.O. P. A1. A2.5/8" : 12"SLOPE5/8" : 12"SLOPE4 4 A A C C D D E E G G H H J J K K L L M M 2 2 3 3 6 6 B B F F 5 5 1 1MATCHLINE MATCHLINE01 HEIGHT OVER TOPOGRAPHY 1/8" = 1'-0" 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A200a 4/4/2018Plotted On: 4/4/2018 AS NOTED FAR ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 CCBB AA GG HH LOWER LEVEL FLOOR AREA: 3,926.1 s.f. TOTAL + EXEMPT WALL AREA: RE: A200b NON-EXEMPT %: 45.0% DECK: 656.6 s.f. FF 3,926.11 sq ft 656.64 sq ft DD EE DECK AREA FLOOR AREA OVERHANG AREA EXPOSED WALL SURFACE AREAGARAGE AREA BURRIED WALL AREA AREA LEGEND CHANGES 8872.9 s.f. 45.0% : TOTAL ENCLOSED 'LIVEABLE' AREA (GARAGE, DECK, + OVERHANG EXCLUDED) 1463.3 s.f.338.3 s.f. 1798.7 s.f. LOWER LEVEL (BASEMENT) MAIN LEVEL UPPER LEVEL AREA AFTER EXEMPTION (TO BE USED FOR CALCULATION) NON EXEMPT (ABOVE GRADE) (C.T.A.) COUNTS TOWARDS ALLOWABLE DECK (15% OF TOTAL FAR EXEMPT: 1125) TOTAL N/A 1798.7 s.f.100.0% 100.0% 338.3 s.f. 1798.7 s.f. 447.0 s.f. 3595.1 s.f. [INCLUDING NON EXEMPT GARAGE AREA] 3595.1 s.f. 7498.5 s.f. ALLOWABLE AREA (FAR) :7500.0 s.f. INCLUDED IN MAIN LEVELREFER TO MAIN LEVELGARAGE (822.0 - 250 = 572.0 - 125 = 447.0 sq ft NON EXEMPT) ACTUAL AREA 3148.1 s.f. 822.0 s.f. 3926.1 s.f.1766.7 s.f. AREA CALCULATIONS 9694.9 s.f.: TOTAL ENCLOSED AREA (DECK + OVERHANG EXCLUDED) 3926.1 s.f. 523.50 sq ft FLOOR AREA: 3,148.1 s.f. GARAGE AREA: 822.0 s.f. DECK AREA: 523.5 s.f. TOTAL + EXEMPT WALL AREA: RE: A201b NON-EXEMPT %: 00.0% DNUPUP DN UP 822.00 sq ft 3,148.08 sq ft FLOOR AREA: 1,798.7 s.f. DECK AREA: 283.1 s.f. 1,798.70 sq ft 283.14 sq ft 01 LOWER LEVEL FLOOR AREA PLAN 1/8" = 1'-0" 02 ENTRY LEVEL FLOOR AREA PLAN 1/8" = 1'-0" 03 UPPER LEVEL FLOOR AREA PLAN 1/8" = 1'-0" NN N 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A200b 4/4/2018Plotted On: 4/4/2018 AS NOTED FAR WALL AREA ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 718.38 sq ft 44.84 sq ft 285.03 sq ft 262.49 sq ft 139.78 sq ft 120.75 sq ft 10'-6"10'-6"EL. +88'-0" [7768']143.62 sq ft 80.50 sq ft T.O. LOWER LEVEL F.F.AA LEGEND BURIED WALL EXPOSED WALL BB CC DD EE FF EXISTING GRADE TOTAL WALL AREA: 3142.55 sq ft BURIED WALL AREA: 1728.63 sq ft TOTAL EXPOSED WALL AREA: 1413.92 sq ft EXEMPT (1728.63 / 3142.55): 55.01% 1,143.19 sq ft 428.09 sq ft 1,076.42 sq ft10'-6"EL. +88'-0" [7768']428.09 sq ft GG HH EXISTING GRADE T.O. LOWER LEVEL F.F. 01 WALL AREA DIAGRAMS 1/8" = 1'-0" 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A200c 4/4/2018Plotted On: 4/4/2018 AS NOTED FAR [ADU] ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 82.24 sq ft 67.33 sq ft GROSS FLOOR AREA: 942.5 s.f. NET FLOOR AREA: 874.5 s.f. DECK AREA [15% OF GROSS (1000.0 s.f.)]: 149.6 s.f. STORAGE [10% OF NET]: 63.3 s.f. TOTAL + EXEMPT WALL AREA: TBD NON-EXEMPT %: 00.0% (GROSS) (NET) 874.52 sq ft 942.49 sq ft 29.50 sq ft 33.78 sq ft 56.22 sq ft 46.67 sq ft GROSS FLOOR AREA: 56.2 s.f. NET FLOOR AREA: 46.7 s.f. DECK AREA [15% OF GROSS (145.6 s.f.)]: 0.0 s.f. STORAGE [10% OF NET]: 46.7 s.f. TOTAL + EXEMPT WALL AREA: TBD NON-EXEMPT %: 00.0% (TBD) CRAWL SPACE [4' TALL MAX. / EXEMPT SPACE] (GROSS) (NET) DECK AREA FLOOR AREA OVERHANG AREA EXPOSED WALL SURFACE AREAGARAGE AREA BURRIED WALL AREA AREA LEGEND CHANGES 00.0% 149.6 s.f.000.0 s.f. LOWER LEVEL (BASEMENT) MAIN LEVEL GROSS AREA AFTER EXEMPTION (TO BE USED FOR CALCULATION) NON EXEMPT (ABOVE GRADE) (C.T.A.) COUNTS TOWARDS ALLOWABLE DECK (15% OF TOTAL FAR EXEMPT: 150) TOTAL N/A 000.0 s.f. 998.7 s.f. ALLOWABLE AREA (FAR) / GROSS AREA :1000.0 s.f. GROSS AREA 942.5 s.f. 56.2 s.f.56.2 s.f. ADU | AREA CALCULATIONS <-1.3 s.f.> 4.6 s.f. 942.5 s.f.00.0% NET AREA STORAGE 10% OF NET [921.2 s.f.]: 92.1 s.f. 56.2 s.f. 942.5 s.f.87.4 s.f. 921.2 s.f.92.0 s.f. 46.7 s.f. 874.5 s.f. 02 ENTRY LEVEL AREA PLAN - ADU 1/8" = 1'-0" 01 LOWER LEVEL AREA PLAN - ADU 1/8" = 1'-0" N N 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A201 4/4/2018Plotted On: 4/4/2018 AS NOTED BUILDING GROSS AREA ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 5,016.29 sq ft DNUPUP DN UP 4,964.41 sq ft 2,028.23 sq ft GROSS FLOOR AREA (GFA) PROPOSED: LOWER LEVEL GROSS AREA: 5,016.29 s.f. MAIN LEVEL GROSS AREA: 4,964.41 s.f. UPPER LEVEL GROSS AREA: 2,028.23 s.f. TOTAL PROPOSED GFA: 12,008.93 s.f. 01 LOWER LEVEL FIRE AREA PLAN 1/8" = 1'-0" 02 MAIN LEVEL FIRE AREA PLAN 1/8" = 1'-0" 03 UPPER LEVEL FIRE AREA PLAN 1/8" = 1'-0" G.F.A. NOTES: 1. FIRE SUPPRESSION SYSTEM TO BE SUPPLIED PER SECTION P2904 OR NFPA 13D. 2. SMOKE ALARMS PER NFPA 72 REQUIREMENTS PER 2015 IRC SECTION R314 N NN 4/5/2018 Add gross floor area information for the ADU building. DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A202 4/4/2018Plotted On: 4/4/2018 AS NOTED GRID LAYOUT ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 02 A406 125'-10" 5'-6"25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6"12'-6"12'-6"12'-6"7'-8 3/4"4'-3 1/4"5'-6"21'10'5'-6"25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6"12'-6"12'-6"12'-6" 01 A501 01 A501 01 A502 01 A502 01 A504 01 A504 01 A503 01 A503 01 A402 02 A401 01 A401 02 A402 01 A405 02 A405 DNUPUP DN UP 104 KITCHEN 109 POWDER #3 108 PANTRY 113 WINE 111 HALL 112 OFFICE 114 MUDROOM 107 STAIR #2 116 GARAGE WINE DECK 4 4 A A C C D D E E G G H H J J K K L L M M 2 2 3 3 6 6 B B F F 5 5 1 1 7'-8 3/4"4'-3 1/4"5'-6"21'10'48'-6"101 STAIR #1 100 ENTRY 106 GALLERY 103 DINING 102 LIVING ROOMMATCHLINE MATCHLINE01 GRID LAYOUT PLAN 3/16" = 1'-0" N 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A300a 4/4/2018Plotted On: 4/4/2018 AS NOTED CRAWLSPACE PLAN EAST ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 125'-10" 8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6"12'-6"12'-6"12'-6" 8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6"12'-6"12'-6"12'-6"7'-8 3/4"4'-3 1/4"5'-6"21'10'EL. + 82'- 6 1/4" [7762.52'] EL. + 81'- 4" [7761.33'] T.O. CONC. CRAWLSPACE T.O. CONC. CRAWLSPACE 01 A502 01 A502 01 A504 01 A504 01 A503 01 A503 01 A402 02 A401 01 A401 MATCHLINEMATCHLINEOUTLINE OF STRUCTURE ABOVE OUTLINE OF RECESSED FLOOR ABOVE ACCESS PANEL ABOVE CONCRETE FOUNDATION WALL, RE: STRUCT. OUTLINE OF RECESSED PATIO ABOVE G.C. TO PROVIDE ELECTRICAL POWER FOR RADON POWER VENTING (AS REQUIRED), FINAL LOCATION TO BE V.I.F. 4 C C D D E E G G H H J J K K L L M M 2 3 6 F F 5 1 01 CRAWLSPACE PLAN | EAST 1/4" = 1'-0" N NOTES: 1. CRAWLSPACE PLAN SHOWN FOR COORDINATION PURPOSES ONLY. 2. REFER TO STRUCTURAL ENGINEERING DOCUMENTS FOR ALL STRUCTURAL CONCRETE FOUNDATION, CONCRETE SLAB, BEAMS, AND COLUMN DESIGN. 3. G.C. TO ADD DRAINS AS NEEDED FOR MECHANICAL EQUIPMENT. SLOPE CONCRETE SLAB TO DRAIN ACCORDINGLY. 7. RADON MITIGATION PER IRC APPENDIX F. REFER TO DETAIL / DIAGRAM 08/A602. 4/5/2018 Show access panel for this portion of the crawl space 2015 IRC R408.4 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A300b 4/4/2018Plotted On: 4/4/2018 AS NOTED CRAWLSPACE PLAN WEST ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 02 A406 125'-10" 5'-6"25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6" 5'-6"25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6"7'-8 3/4"4'-3 1/4"5'-6"21'10'48'-6"EL. + 82'- 6 1/4" [7762.52'] T.O. CONC. CRAWLSPACE 01 A501 01 A501 01 A502 01 A502 01 A402 01 A401 02 A402 MATCHLINEMATCHLINECONCRETE FOUNDATION WALL, RE: STRUCT. ACCESS PANEL ABOVE G.C. TO PROVIDE ELECTRICAL POWER FOR RADON POWER VENTING (AS REQUIRED), FINAL LOCATION TO BE V.I.F. 4 A A C C D D E E G G H H 2 3 6 B B F F 5 1 01 CRAWLSPACE PLAN | WEST 1/4" = 1'-0" N 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A301a 4/5/2018Plotted On: 4/5/2018 AS NOTED LOWER LEVEL FLOOR PLAN EAST ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 002B 003A 008A 012A 013A 016A 017A 002A 002C 018A 006A 014B018B 001A W D 01 A702 7'-3" 8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6"12'-6"12'-6"12'-6" 8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6"12'-6"12'-6"12'-6" 125'-10"7'-8 3/4"4'-3 1/4"5'-6"21'10'113'-10 1/2" 1'-1/2"5'5'-5 1/4" 68'-5"27'-1 3/4" 2 3/4" 7'-3"7'-3" 3'-2"4'-1" 26'-8 1/4"3'-3 3/4"40'-9 1/4"3'-2"7'-8"5 3/4"24'-6 1/4"10'-10"5 1/2"4'4'-5 1/2"5 1/2"10'-6"3 1/2"1'-6"5 1/2"6'-11 1/4"9 1/4" 5'-5"7'-9"1 1/2"1'5 1/2"19'-8"5 1/2"1'-1/2"5 1/2" 2'-9 3/4"2'-11 1/4"2'-5"2'-1"3 1/2"5 1/2"3'-5"5 1/2"10 1/2"3 1/2"8 1/4"2'-8 1/4"3 1/2"3 1/2" 2" 3 1/2"1'-4"3 1/2"5 1/2"3'-8"1'-8"5 1/2"1'-8"4'-10"5'-11"5 1/2"EL. 88'-0" [7768.00'] EL. 87'-0" [7767.00'] EL. 86'-6" [7766.50'] EL. 87'-11 1/4" [7767.94'] 01 A505 UP UP STOR. BELOW DROP-DOWN CEILING PROJECTOR, RE: AV LAUNDRY CHUTE ABOVE DOOR TO STORAGE BELOW HALF WALL [T.O. WALL= 3'-0" A.F.F.] HOT TUB, RE: LANDSCAPE OUTLINE OF STRUCTURE ABOVE DN STEEL EGRESS LADDER PER 2015 IRC R310.2.3.1 RETAINING WALL, RE: LANDSCAPE A/V ICE REF. BARN DOORS [LOCKABLE] POOL CUE STORAGE 018 BEDROOM #2 016 BATH #2 011 HALL 006 POWDER #2 004 KITCHENETTE 008 LAUNDRY 003 POWDER #1 017 W.I.C. #2 014 BEDROOM #1 / PLAYROOM 012 BATH #1 013 W.I.C. #1 007 STAIR #2 DS. DN DN T.O. F.F. LOWER LEVEL T.O. F.F. T.O. F.F. TYP. SLIDING DOOR, RE: INTERIORS WASHER BOX T.O. FLOOR DRAIN HB. U/C WINE DW DRWR [2][2] CL CL CLCLCL01 A502 01 A502 01 A504 01 A504 01 A503 01 A503 01 A402 02 A401 01 A401 4 01 A701 BUILT-IN CABINET,GC TO PROVIDE ELECT. GAS FIREPLACE, RE: LANDSCAPE BUILT-IN BAR SEATING, RE: INTERIORS RETAINING WALL SLIDING DOORS [TO OPEN UP CORNER COMPLETELY] 002 FAMILY ROOM 001 STAIR #1MATCHLINE MATCHLINEOUTDOOR PATIO W-7 W-2 BUILT-IN SEATING, RE: INTERIORS W-1 BEAM ABOVE G.C. TO PROVIDE GAS SUPPLY STEEL COLUMN; RE: STRUCTURAL W-2 R.O.R.O.R.O.R.O.R.O.R.O.R.O.C C D D E E G G H H J J K K L L M M 2 3 6 F F 5 1 01 LOWER LEVEL FLOOR PLAN | EAST 1/4" = 1'-0" N NOTES: 1. SITE ELEVATION 7780.00' = ARCHITECTURAL ENTRY LEVEL T.O. FINISH FLOOR ELEVATION 100'-0". 2. REFER TO STRUCTURAL DOCUMENTS FOR ALL STRUCURAL COLUMNS AND BEAMS. 3. REFER TO INT. FINISH FLOOR PLANS FOR FINISH FLOOR MATERIALS. 4. STAIRWAY AND HANDRAIL PER 2015 IRC R311.7. GUARDRAILS PER IRC R312. 5. ILLUMINATE STAIRS PER R303.7. MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES TO CONTAIN HIGH EFFICACY LAMPS PER IECC 404.1. ALL EXTERIOR LIGHTING TO ADHERE TO CITY OF ASPEN LIGHTING STANDARDS. 6. ALL MATERIAL INSULATION VALUES TO MEET 2015 IECC MIN. STANDARDS FOR CLIMATE ZONE 7. REFER TO TYPICAL ASSEMBLIES. 7. RADON MITIGATION PER IRC APPENDIX F. REFER TO DETAIL / DIAGRAM 08/A602. 8. GARAGE SEPARATION AND OPENINGS PER 2015 IRC R302.5.1-R302.5.3 AND R302.6. 9. FINAL HOSE BIB (H.B.) LOCATIONS TO BE FIELD VERIFIED WITH OWNER. 10. "INTERIORS" OR "INT." REFERS TO INTERIOR DESIGNER. (TYPICAL) 11. REFER TO RCPs FOR CARBON MONOXIDE / SMOKE DETECTOR LOCATIONS. 12. REFER TO INTERIOR DOCUMENTS FOR ALL FINISH MATERIAL SPECIFICATIONS, MILLWORK DESIGN, ETC. 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A301b 4/5/2018Plotted On: 4/5/2018 AS NOTED LOWER LEVEL FLOOR PLAN WEST ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 02 A406 003A 008A 009A 012A 013A 016A 017A 019A 019B 002C 018A 020A 021A 006A 014B018B W D 01 A702 7'-3" 5'-6"25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6"7'-8 3/4"4'-3 1/4"5'-6"21'10'5'-6"25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6" 125'-10"48'-6"113'-10 1/2"40'-9 1/4"3'68'-5" 9'-5"13'-6" 7'-3"7'-3"7'-3" 3'-2"4'-1"3'-3 3/4"3 1/2" 1'-2"3 1/2"7'-7 1/2"5 1/2"3'-11"5 1/2"4'5 1/2"1'-2"3 1/2"10'-10"5 1/2"4'4'-5 1/2"5 1/2"10'-6"3 1/2"1'-6"5 1/2"6'-11 1/4"9 1/4"3 1/2"12'-5 1/4"5 1/2"1'-2"3 1/2"9 1/2"1'-5"1'-8"5 1/2"1'-4"4"4'-10"5 1/2"4'5 1/2"8'-5"3 1/2"3 1/2"1"3 1/2"1'-2"3 1/2"6'-6 1/2"5 1/2"5'-9"5 1/2"3'2'5 1/2"5'-5"7'-9"1 1/2"1'5 1/2"19'-8"5 1/2"1'-1/2"5 1/2" 2'-9 3/4"2'-11 1/4"2'-5"2'-1"3 1/2"5 1/2"3'-5"5 1/2"10 1/2"3 1/2"8 1/4"2'-8 1/4"3 1/2"3 1/2" 2" 3 1/2"1'-2"3 1/2"1'-4"3 1/2"5 1/2"3'-8"1'-8"5 1/2"1'-8"4'-10"5'-11"5 1/2"EL. 86'-6" [7766.50'] EL. 90'-11 1/4" [7770.94'] EL. 91'-0" [7771.00'] EL. 87'-11 1/4" [7767.94'] UP HIDDEN DOOR / BUILT-IN CABINET STOR. BELOW FLOOR HATCH LAUNDRY CHUTE ABOVE DOOR TO STORAGE BELOW HALF WALL [T.O. WALL= 3'-0" A.F.F.] STEEL EGRESS LADDER PER 2015 IRC R310.2.3.1 RETAINING WALL, RE: LANDSCAPE A/V ICE REF. BARN DOORS [LOCKABLE] POOL CUE STORAGE 018 BEDROOM #2 016 BATH #2 011 HALL 006 POWDER #2 004 KITCHENETTE 008 LAUNDRY 009 MECHANICAL 003 POWDER #1 017 W.I.C. #2 014 BEDROOM #1 / PLAYROOM 012 BATH #1 013 W.I.C. #1 019b W.C. #3 019a BATH #3 020 W.I.C. #3 021 BEDROOM #3 007 STAIR #2 DS. T.O. F.F. TYP. SAFETY GLAZING AT SHOWER ENCLOSURES + DOORS, TYP. T.O. DRAIN T.O. CONCRETE SLIDING DOOR, RE: INTERIORS WASHER BOX T.O. FLOOR DRAIN ELECT. SUBPANEL. G.C. TO V.I.F. LOCATION U/C WINE DW DRWR [2][2] FLOOR DRAIN, GC TO V.I.F. FINAL LOCATION CLCLCLCL CL CL CLCLCL01 A501 01 A501 01 A502 01 A502 01 A402 01 A401 02 A402 4 MATCHLINEMATCHLINEW-7W-8 W-2 R.O.R.O.R.O.R.O.R.O.A A C C D D E E G G H H 2 3 6 B B F F 5 1 01 LOWER LEVEL FLOOR PLAN | WEST 1/4" = 1'-0" N 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A302a 4/4/2018Plotted On: 4/4/2018 AS NOTED MAIN LEVEL FLOOR PLAN EAST ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 REF. 109A 114A 112A 113A 111A111B 108A 100A 02 A702 02 A701 01 A703 125'-10" 8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6"12'-6"12'-6"12'-6"7'-8 3/4"4'-3 1/4"5'-6"21'10'8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6"12'-6"12'-6"12'-6" 21'-1 1/2"26'33'-5 1/2" 6"1'-1/2"5'5'-5 1/4"12'2'-2 1/2"2 1/2" 6" 7'-3" 2'-11"6'-2"2'-11"12'36'-6"3'-11 1/2"7'-6"1 1/2"8'7'-3"8'-11 1/2" 3" 12'-1/2"12'-3"12'-6"10'-10 1/4" 2 1/2"3"2'-2" 1'-7 3/4"13'-11"81'-10 1/4" 11 3/4"5 1/2"8'-3 1/4"8'8'-3 1/4"1'-6"8'-6"3'1'-6"3'1'-6"15'-4"1'-5 1/2"1'-6"9'-6"1'-7 1/2"1'-7"1'-10"5 1/2"3'-3 1/2"13'-10"3'-8"3 1/2"8 1/2"3 1/2"1'5 1/2"6"1'-5 1/2" 1'-5 1/2"5 1/2" 5 1/2" 5 1/2"1'-5"1 1/2"3'-8"5'-1/2"3'-6 1/2"5'-5"5 1/2"1'-6 1/2"2'-1"2'-1"1'-6 1/2"5 1/2" 5'-6 1/2"1'-11 1/2"5 1/2"9 1/4"12'-4 1/4"1'-6"5'-1/2"5 1/2"4'-11 1/4"4'7'-1"11'-10"4"3'1'-2 1/2"7'-3" EL. 100'-0" [7780.0'] EL. 102'-6" [7782.5'] EL. 99'-9" [7779.75'] 01 A502 01 A502 01 A504 01 A504 01 A503 01 A503 01 A402 02 A401 01 A401 01 A405 02 A405 DN DASHED LINES ILLUSTRATE OUTLINE OF SOFFIT ABOVE UPUP DN OUTLINE OF ROOF ABOVE BUILDING ENVELOPE BUILDING ENVELOPELAUNDRY CHUTE BENCH WITH CUBBIES COUNTERTOP WITH STORAGE BELOW UP +36" 104 KITCHEN 109 POWDER #3 108 PANTRY 113 WINE 111 HALL 112 OFFICE 114 MUDROOM 107 STAIR #2 DS.DS.DS. DS. OUTLINE OF STRUCTURE BELOW TRENCH DRAIN, RE: CIVIL WINE DECK TYP. TYP.3/16" : 12"SLOPE3/16" : 12"SLOPE4 TREADS @ 12" 5 RISERS @ 6" 36" TALL GUARDRAIL T.O. F.F. MAIN LEVEL T.O. PLY MAIN LEVEL 4 TREADS @ 12" 5 RISERS @ 6" T.O. F.F. GARAGE LEVEL TRENCH DRAIN GARAGE SEPARATION PER 2015 IRC R302.6, RE: INTERIORS FURR OUT WALL, RE: MECH FURRED OUT WALL, RE: MECH DW WARM DRWR HB. DW ICE WINE ESP. V.I.F. LOCATION HB. REF DRWR OUTLINE OF ROOF ABOVE CLCLCL CL CL CL 4 C C D D E E G G H H J J K K L L M M 2 3 6 F F 5 1 CLERESTORY WINDOW ABOVE 101 STAIR #1 100 ENTRY 106 GALLERY 103 DINING 102 LIVING ROOMMATCHLINE MATCHLINEW-7 W-3OUTLINE OF SKYLIGHT ABOVE SPARKS [MODEL 19E 6ft] GAS LOG INSERT R.O.R.O. R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O. R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O. 01 MAIN LEVEL FLOOR PLAN | EAST 1/4" = 1'-0" N NOTES: 1. SITE ELEVATION 7780.00' = ARCHITECTURAL ENTRY LEVEL T.O. FINISH FLOOR ELEVATION 100'-0". 2. REFER TO STRUCTURAL DOCUMENTS FOR ALL STRUCURAL COLUMNS AND BEAMS. 3. REFER TO INT. FINISH FLOOR PLANS FOR FINISH FLOOR MATERIALS. 4. STAIRWAY AND HANDRAIL PER 2015 IRC R311.7. GUARDRAILS PER 2015 IRC R312. 5. ILLUMINATE STAIRS PER R303.7. MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES TO CONTAIN HIGH EFFICACY LAMPS PER IEEC 404.1. ALL EXTERIOR LIGHTING TO ADHERE TO CITY OF ASPEN LIGHTING STANDARDS. 6. ALL MATERIAL INSULATION VALUES TO MEET 2015 IECC MIN. STANDARDS FOR CLIMATE ZONE 7. REFER TO TYPICAL ASSEMBLIES. 7. RADON MITIGATION PER IRC APPENDIX F. REFER TO DETAIL / DIAGRAM 08/A602. 8. GARAGE SEPARATION AND OPENINGS PER 2015 IRC R302.5.1 AND R302.6. 9. FINAL HOSE BIB (H.B.) LOCATIONS TO BE FIELD VERIFIED WITH OWNER. 10. "INTERIORS" OR "INT." REFERS TO INTERIOR DESIGNER. (TYPICAL) 11. REFER TO RCPs FOR CARBON MONOXIDE / SMOKE DETECTOR LOCATIONS. 12. REFER TO INTERIOR DOCUMENTS FOR ALL FINISH MATERIAL SPECIFICATIONS, MILLWORK DESIGN, ETC. 13. KITCHEN 104 AND PANTRY 108 MILLWORK TO BE DESIGNED AND FABRICATED BY EUROPEAN KITCHEN COMPANY. 14. PER 2015 IBC 1607.8.1 + 1607.8.1.1 THE GLASS RAIL MUST SUPPORT 50plf AND A CONCENTRATED LOAD OF 200lbs. G.C. TO CONFIRM WITH GLASS, BRACKET, AND FASTENER SUPPLIER THAT LOAD CRITERIA IS MET PRIOR TO ORDERING + INSTALLING MATERIAL. 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A302b 4/4/2018Plotted On: 4/4/2018 AS NOTED MAIN LEVEL FLOOR PLAN WEST ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 02 A406 01 A406 REF. 109A 116C 114A 112A 113A 111B 108A 116B 116A 02 A702 125'-10" 5'-6"25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6" 5'-6"25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6" 35'-1/2"21'-1 1/2"26' 1'-9"6" 6" 18'-2"1'-11 1/2"9'-2"7'-3"3'-2"8'-6"3'-11 1/2"7'-6"1 1/2"8'7'-3"8'-11 1/2" 3" 13'-11"1'-6"3'1'-6"15'-4"5 1/2"5 1/2"2'-6 1/2"3 1/2"1'-5 1/2"1'-6"9'-6"1'-7 1/2"1'-7"1'-10"5 1/2"3'-3 1/2"13'-10"3'-8"3 1/2"8 1/2"3 1/2"1'5 1/2"6"5 1/2"2'3 1/2" 1'-5 1/2" 1'-5 1/2"5 1/2" 5 1/2" 5 1/2"1'-5"1 1/2"3'-8"5'-1/2"3'-6 1/2"5'-5"5 1/2"1'-6 1/2"2'-1"2'-1"1'-6 1/2"5 1/2" 5'-6 1/2"1'-11 1/2"5 1/2"9 1/4"12'-4 1/4"1'-6"5'-1/2"5 1/2"4'-11 1/4"4'3'1'-2 1/2"7'-3" EL. 102'-6" [7782.5'] 01 A501 01 A501 01 A502 01 A502 01 A402 01 A401 02 A402 01 A405 UPUP DN OUTLINE OF ROOF ABOVE BUILDING ENVELOPE BUILDI N G ENVEL OPE LAUNDRY CHUTE RETAINING WALLBENCH WITH CUBBIES COUNTERTOP WITH STORAGE BELOW UP +36" 104 KITCHEN 109 POWDER #3 108 PANTRY 113 WINE 111 HALL 112 OFFICE 114 MUDROOM 107 STAIR #2 116 GARAGE DS. DS. TRENCH DRAIN, RE: CIVIL WINE DECK TYP.3/16" : 12"SLOPE3/16" : 12"SLOPE4 TREADS @ 12" 5 RISERS @ 6" 36" TALL GUARDRAIL 4 TREADS @ 12" 5 RISERS @ 6" T.O. F.F. GARAGE LEVEL OUTLINE OF DRIVE, RE: CIVIL + LANDSCAPE TRENCH DRAIN GARAGE SEPARATION PER 2015 IRC R302.6, RE: INTERIORS FURR OUT WALL, RE: MECH FURRED OUT WALL, RE: MECH HB. DW ICE WINE ESP. HB. V.I.F. LOCATION HB.CLCLCL CL CL CL 4 A A C C D D E E G G H H 2 3 6 B B F F 5 1 7'-8 3/4"4'-3 1/4"5'-6"21'10'48'-6"17'-6"24'-6"6'-6"5'-1/2"5 1/2"6"36" HIGH GLASS GUARDRAILS PER 2015 IRC R312 CLERESTORY WINDOW ABOVE OUTDOOR COUNTERTOP GC TO PROVIDE GAS SUPPLY FOR FIREPIT APPLIANCE 106 GALLERYMATCHLINE MATCHLINEW-7 SLOT DRAIN OUTLINE OF SKYLIGHT ABOVE R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O. W-4 01 MAIN LEVEL FLOOR PLAN | WEST 1/4" = 1'-0" N 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A303a 4/4/2018Plotted On: 4/4/2018 AS NOTED UPPER LEVEL PLAN | EAST ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 202A 202B 201A 03 A702 02 A703 01 A502 01 A502 01 A504 01 A504 01 A503 01 A503 01 A402 02 A401 01 A401 12'-6"12'-6"12'-6"12'-6"12'-6"8'-3"11'-6 1/2"8'-7"3'-11" 125'-10" 8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6"12'-6"12'-6"12'-6"7'-8 3/4"4'-3 1/4"5'-6"21'10'59'-5" 21'-1 1/2" 6" 13'-1 1/2"9"2'-3"5'-7"1'-4"5'-1/2"19'-7"16'-11"5 1/2"1'-7 1/2"9'-6"6"7'-6"14'-5 1/2" 14'-9" 2'-5 1/2"3'-2"11 1/2" 5'-7 1/2" 2'-6 1/4"5 1/2"15'-1 1/2"5 1/2" 5 1/2" 19'-2 1/2"5 1/2" EL. 114'-3" [7794.25'] EL. 114'-0" [7794.00'] EL. 122'-5" 02 A505 02 A505 OUTLINE OF ROOF BELOW DN MASTER DECK LAUNDRY CHUTE BUILT-INS/ ALCOVE, RE: INTERIORS 202 MASTER BEDROOM 206b MASTER DRESSING HIS 201 HALL 207 STAIR #2 DS. NOTE: REFER TO ROOF PLANS FOR ROOF DESIGN BELOW. BUILT-INS, RE: INTERIORS T.O. F.F. UPPER LEVEL T.O. PLY UPPER LEVEL 3/16" : 12"SLOPE3/16" : 12" SLOPE 3/16" : 12" SLOPE 36" HIGH GUARDRAIL PER 2015 IRC R312 SOFFIT ABOVE T.O. WALL FURRED OUT WALL, RE: MECH TYP. 4 C C D D E E G G H H J J K K L L M M 2 3 6 F F 5 1 53'-11"MATCHLINEMATCHLINE3/16" : 12"SLOPETRANSOM WINDOWS ABOVE SOFFIT ABOVE CLERESTORY WINDOWS ABOVE, RE: ELEVATION R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O. R.O.R.O. R.O. W-7 01 UPPER LEVEL FLOOR PLAN | EAST 1/4" = 1'-0" N NOTES: 1. SITE ELEVATION 7780.00' = ARCHITECTURAL ENTRY LEVEL T.O. FINISH FLOOR ELEVATION 100'-0". 2. REFER TO STRUCTURAL DOCUMENTS FOR ALL STRUCURAL COLUMNS AND BEAMS. 3. REFER TO INT. FINISH FLOOR PLANS FOR FINISH FLOOR MATERIALS. 4. STAIRWAY AND HANDRAIL PER 2015 IRC R311.7. GUARDRAILS PER 2015 IRC R312. 5. ILLUMINATE STAIRS PER R303.7. MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES TO CONTAIN HIGH EFFICACY LAMPS PER IEEC 404.1. ALL EXTERIOR LIGHTING TO ADHERE TO CITY OF ASPEN LIGHTING STANDARDS. 6. ALL MATERIAL INSULATION VALUES TO MEET 2015 IECC MIN. STANDARDS FOR CLIMATE ZONE 7. REFER TO TYPICAL ASSEMBLIES. 7. RADON MITIGATION PER IRC APPENDIX F. REFER TO DETAIL / DIAGRAM 08/A602. 8. GARAGE SEPARATION AND OPENINGS PER 2015 IRC R302.5.1 AND R302.6. 9. FINAL HOSE BIB (H.B.) LOCATIONS TO BE FIELD VERIFIED WITH OWNER. 10. "INTERIORS" OR "INT." REFERS TO INTERIOR DESIGNER. (TYPICAL) 11. REFER TO RCPs FOR CARBON MONOXIDE / SMOKE DETECTOR LOCATIONS. 12. REFER TO INTERIOR DOCUMENTS FOR ALL FINISH MATERIAL SPECIFICATIONS, MILLWORK DESIGN, ETC. 13. PER 2015 IBC 1607.8.1 + 1607.8.1.1 THE GLASS RAIL MUST SUPPORT 50plf AND A CONCENTRATED LOAD OF 200lbs. G.C. TO CONFIRM WITH GLASS, BRACKET, AND FASTENER SUPPLIER THAT LOAD CRITERIA IS MET PRIOR TO ORDERING + INSTALLING MATERIAL. 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A303b 4/4/2018Plotted On: 4/4/2018 AS NOTED UPPER LEVEL FLOOR PLAN | WEST ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 02 A406 203B 203A 202A 204A 202B 201A W/D 12 A602 03 A702 02 A703 02 A703 01 A501 01 A501 01 A502 01 A502 01 A402 01 A401 02 A402 12'-6"5'-6"25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11" 125'-10" 5'-6"25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6" 59'-5" 21'-1 1/2" 6" 13'-1 1/2"5 1/2"7'-6"4'-3"9"5'9"9"2'-3"5'-7"1'-4"5'-1/2"19'-7"16'-11"5 1/2"1'-7 1/2"9'-6"6"7'-6"39'-5 1/2"14'-5 1/2" 5 1/2"17'5 1/2"6'-4"14'-9" 2'-5 1/2"3'-2"11 1/2" 5'-7 1/2"5 1/2"1'-1/2"2'-1"2'-1"4'-1 1/2"9 1/2"3'1'-10 1/2"3 1/2"1'-6"1'-10 1/4"5 1/2"5'-1/2"9'-1/2"5 1/2"3'3'5 1/2"3 1/2"2'-3"3 1/2"5 1/2" 5 1/2" 2'-6 1/4"2'-6 1/4"5 1/2"15'-1 1/2"5 1/2" 5 1/2" 19'-2 1/2"5 1/2" 3 1/2"2'-2" EL. 114'-3" [7794.25'] EL. 114'-0" [7794.00'] EL. 122'-5" 02 A505 02 A505 DN MASTER DECK LAUNDRY CHUTE BUILT-INS/ ALCOVE, RE: INTERIORS SAUNA 206a MASTER DRESSING HERS 203 MASTER BATH 202 MASTER BEDROOM 206b MASTER DRESSING HIS 204 W.C. 201 HALL 207 STAIR #2 DS. OPEN SHELVES, RE: INTERIORS 204 STEAM SHOWER OUTLINE OF STRUCTURE BELOW BUILT-INS, RE: INTERIORS T.O. F.F. UPPER LEVEL T.O. PLY UPPER LEVEL BUILT-INS, RE: INTERIORS 3/16" : 12"SLOPE3/16" : 12" SLOPE 3/16" : 12" SLOPE 36" HIGH GUARDRAIL PER 2015 IRC R312 SOFFIT ABOVE T.O. WALL FURRED OUT WALL, RE: MECH WASHER BOX CLCLCLCL TYP. 4 A A C C D D E E G G H H 2 3 6 B B F F 5 1 7'-8 3/4"4'-3 1/4"5'-6"21'10'48'-6"29'-6"1'-6"5 1/2"6'4'5 1/2"9"9"7'-1"5 1/2"5 1/2"4'-6 1/2"53'-11" OUTLINE OF ROOF ABOVE CLERESTORY WINDOWS ABOVE, RE: ELEVATION MATCHLINEMATCHLINEFREE-STANDING TUB. RE: INTERIORS CLERESTORY WINDOW ABOVE, RE: ELEVATION SAFETY GLAZING AT SHOWER ENCLOSURES + DOORS, TYP. 36" HIGH GLASS GUARDRAIL PER 2015 IRC R312 SLOT DRAIN 3/16" : 12"SLOPETRANSOM WINDOWS ABOVE SOFFIT ABOVE FURRED OUT WALL, RE: MECH CLERESTORY WINDOWS ABOVE, RE: ELEVATION MONTIGO L52DF DIRECT VENT GAS FIREPLACE APPLIANCE STEP 6"R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O. R.O.R.O. R.O.R.O.R.O.W-7 01 UPPER LEVEL FLOOR PLAN | WEST 1/4" = 1'-0" N 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A304a 4/4/2018Plotted On: 4/4/2018 AS NOTED ROOF PLAN | EAST ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 01 A502 01 A502 01 A504 01 A504 01 A503 01 A503 01 A402 02 A401 01 A401 125'-10" 8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6"12'-6"12'-6"12'-6" 15'-10"6"19'-3 1/2"4"5'-1/2"5 1/2"19'-1"1'-5 1/2"6'-7" 8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6"12'-6"12'-6"12'-6"7'-8 3/4"4'-3 1/4"5'-6"21'10'5'-11 1/4"17'-11"1'-9"3'6'6" 3 7/8"6'-7" 28'-4 1/2"7'-3" 13'-1 1/2"1 1/2"1 1/2"12'-3"1 1/2"1 1/2"12'-3"1 1/2"1 1/2"12'-10 1/4" OUTLINE OF ROOF 5/8" : 12"SLOPE5/8" : 12"SLOPECHIMNEY FLUES ENTRY ROOF BELOW WALL BELOW SKYLIGHT OUTLINE OF WINE DECK BELOW SQUARE GUTTER, TYP. DS. [BELOW] DS. [BELOW] DS. [BELOW]DS. [BELOW] DS. DS. DS. [BELOW] SKYLIGHTS BELOW KITCHEN HOOD FLUE TERMINATION 4 C C D D E E G G H H J J K K L L M M 2 3 6 F F 5 1MATCHLINE MATCHLINE01 ROOF PLAN | EAST 1/4" = 1'-0" N ROOF PLAN NOTES: 1. HEAT TAPE REQUIRED AT ALL GUTTERS, DOWNSPOUTS, VALLEYS, AND CRICKETS. DOWNSPOUT LOCATIONS TO BE V.I.F. 2. FULL BYLIN SYSTEM, OR SIMILAR, RECOMMENDED BY ARCHITECT AT ALL EAVES, DOWNSPOUTS, CRICKETS, ETC. 3. ALL GUTTERS, DOWNSPOUTS, SNOW FENCES, ETC. FINISHES TO BE APROVED BY ARCHITECT. 4. REFER TO FLOOR PLANS, ROOF PLAN, AND ELEVATIONS FOR GUTTER AND DOWNSPOUT LOCATIONS. ALL DOWNSPOUTS AND EXOPOSED GUTTERS TO BE SQUARE. 5. SNOW FENCE (AND SNOW CLIP) DESIGN BY ROOFING SUBCONTRACTOR AND / OR THIRD PARTY ENGINEER. IF BOLT-IN SNOW FENCES ARE APPROVED, GC TO HAVE STRUCTURAL ENGINEER REVEIW DESIGN PRIOR TO FABRICATION AND INSTALLATION. 6. ARCHITECT, G.C., AND ROOFING SUBCONTRACTOR TO MEET PRIOR TO ROOF CONSTRUCTION TO FINALIZE SPECIFICATIONS FOR ROOF PERFORMANCE IN REGARDS TO WATERPROOFING/ FINISH ASSEMBLY, SNOW FENCES / GUARDS, HEAT TAPE, GUTTERS + DOWNSPOUTS, WATER FLOW, AND WATER / SNOW MANAGEMENT. 7. G.C. TO INSTALL ELECTRICAL JUNCTION BOXES AS NECESSARY FOR FUTURE HEAT TAPE. 8. G.C. TO INSTALL ANCHOR HOOKS AS NECESSARY FOR ROOF INSTALLATION AND MAINTENANCE. 9. MINIMIZE VENTING PENETRATIONS BY COMBINING PIPES WHERE POSSIBLE. 10.MEMBRANE ROOF TO INLCUDE A STANDING SEAM PROFILE AS ILLUSTRATED ON ROOF PLANS BY SIKA SARNAFIL ("DECOR PROFILE") OR SIMILAR. 11. SPECIFICATION FOR FLAT ROOFS IS HYDROGUARD BY HYDROTECH WHICH REQUIRE NO SLOPE FOR FLAT ROOFS. IF SPECIFICATION CHANGES CONTACT ARCHITECT FOR SLOPE REQUIREMENTS. SHADED AREA REPRESENTS RECOMMENDED EXTENT OF HEAT TAPE 4/5/2018 Note the skylight materials, including the thickness of the interlayer. 2015 IRC R308.6 requires a minimum 0.03" polyvinylbutryal interlayer, unless the skylight is 16sqft or less and is less than 12' above the interior floor, then it may have a 0.015" pvb interlayer. Provide a detail of the curb (minimum height 4"). Show locations for roof drains. R903.4 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A304b 4/4/2018Plotted On: 4/4/2018 AS NOTED ROOF PLAN | WEST ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 02 A406 01 A501 01 A501 01 A502 01 A502 01 A402 01 A401 02 A402 125'-10" 5'-6"25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6"48'-6"5 1/2"4'-6 1/2"6"14'-1"5 1/2"6'5 1/2"17'6"15'-10"6"19'-3 1/2"4"11 1/2"5'-1/2"5 1/2"19'-1"1'-5 1/2"6'-7" 5'-6"25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6" 17'-11"3'6'6" 3 7/8"6'-7" 28'-4 1/2"7'-3"7'-8 3/4"4'-3 1/4"5'-6"21'10'5/8" : 12"SLOPEOUTLINE OF STRUCTURE BELOW OUTLINE OF ROOF DS. DS. [BELOW] DS. DS. [BELOW] DS. [BELOW] CLERESTORY WINDOWS BELOW, RE: ELEVATIONS CHIMNEY FLUE SKYLIGHTS BELOW PHOTOVOLTAIC PANELS [80 TOTAL] FASTENED FALT TO ROOF, REFER TO ADDITIONAL SOLAR PANEL DOCUMENTATION FOR DESIGN/INSTALLATION INFORMATION [SEPARATE FROM THESE DOCUMENTS] BOILER FLUES, RE: MECH, SURROUNDED BY METAL SHROUD ON ALL THREE SIDES 4 A A C C D D E E G G H H 2 3 6 B B F F 5 1 MATCHLINEMATCHLINE01 ROOF PLAN | WEST 1/4" = 1'-0" N 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A305a 4/4/2018Plotted On: 4/4/2018 AS NOTED ADU | FLOOR PLANS ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 X.A X.A X.B X.B X.C X.C X.D X.D X.2 X.2 X.3 X.3 X.4 X.4 A01A EL. 99'-9" [7779.75'] EL. 106'-6" [7786.50'] EL. 99'-8 1/4" [7779.69'] 02 A506 01 A506 02 A406 02 A407 01 A407 01 A406 RETAINING WALLCRAWL SPACE [4' HIGH / STORAGE] OUTLINE OF STRUCTURE ABOVE CONCRETE FOUNDATION WALL, RE: STRUCTURAL A-01 STORAGE LADDER BELOW FLOOR LINE BELOW T.O. CRAWLSPACE T.O. DRAIN STEPS ABOVE HB. T.O. SLAB OUTLINE OF STRUCTURE ABOVE 03 A506 X.1 X.1 9'-10"17'7'-8" 34'-6"11'-11 1/2"8'-2 1/2"16'-10"11'-11 1/2"8'-2 1/2"16'-10"9'-10"17'7'-8"37'20'20'-2"26'-10"25'-1/2"1'-3"5'-2"1'-3" 6'-9" 6'-9" G.C. TO PROVIDE ELECTRICAL POWER FOR RADON POWER VENTING (AS REQUIRED), FINAL LOCATION TO BE V.I.F. R.O. W-1 X.A X.A X.B X.B X.C X.C X.D X.D X.2 X.2 X.3 X.3 X.4 X.4 02 A506 01 A506 02 A406 02 A407 01 A407 01 A406 REF.W / D A17A A16A A14A A15A A13A A10B A10A EL. 111'-9" [7791.75'] EL. 111'-9" [7791.75'] 03 A506 DN ADU WINDOW ABOVE A-10 ENTRY A-13 STOR. A-17 BATH A-15 BEDROOM A-16 W.I.C. A-14 HALL T.O. F.F. ADU MAIN LEVEL 36" HIGH GLASS GUARDRAIL PER 2015 IRC R312 T.O. F.F. LANDING X.1 X.1 12 A602 02 A703 01 A501 34'-6" 9'-10"17'7'-8"11'-11 1/2"8'-2 1/2"16'-10"9'-10"17'7'-8"11'-11 1/2"8'-2 1/2"16'-10"37'20'4'1'-5 1/2" 9'-7"3' 9 1/2"4'-10 1/2"2'-10 1/2"2'-10"5 1/2"26'-10"9'-7 1/2" 1'-3 1/2"2'-10"10'-10 3/4"5 1/2"10'-10 3/4"5 1/2"1'-8"4" MAX. 10"3'-2" 3'-10"3'-2"25'-1/2"1'-2"4'-6"5 1/2"2'-9 1/2"5'-11"2'-9 1/2"4"3 1/2"1'-10 1/2"5 1/2"10"3 1/2"8"1'-11 1/2"5 1/2"6'-9 1/2"5 1/2"3'-3"1'-8"5 1/2"5 1/2"4'-8 1/2"3 1/2"1'-8" 5 1/2" 1'-1/2" 5 1/2" 2'2'5 1/2"6' 5 1/2" 4'5 1/2"5 1/2"20'-2"EL. 111'-8 1/2" DS. T.O. FLOOR DRAIN DW CLCLCL TYP. DECK CONCEALED DOOR TO MATCH WALL OR MILLWORK, RE: INTERIORSA-12 KITCHEN A-11 LIVING SAFETY GLAZING AT SHOWER ENCLOSURE + DOOR HANDRAIL PER 2015 IRC R311.7.812 RISERS @ 6 1/4"11 TREADS @ 12"OUTLINE OF ARCHITECTURAL PROJECTION BELOW ELECT. SUB PANEL, V.I.F. BY G.C. MONTIGO L52DF DIRECT VENT GAS FIREPLACE APPLIANCE R.O.R.O.R.O.R.O.R.O.R.O. R.O.R.O. R.O.R.O.R.O.R.O.R.O.W-7 01 ADU | LOWER LEVEL FLOOR PLAN 1/4" = 1'-0" 02 ADU | ENTRY LEVEL FLOOR PLAN 1/4" = 1'-0" NN NOTES: 1a. SITE ELEVATION 7780.00' = ARCHITECTURAL ENTRY LEVEL T.O. FINISH FLOOR ELEVATION 100'-0". 1b. SITE ELEVATION 7779.75' = ARCHITECTURAL ENTRY LEVEL T.O. PLY FLOOR ELEVATION 99'-9". 2. REFER TO STRUCTURAL DOCUMENTS FOR ALL STRUCURAL COLUMNS AND BEAMS. 3. REFER TO INT. FINISH FLOOR PLANS FOR FINISH FLOOR MATERIALS. 4. STAIRWAY AND HANDRAIL PER 2015 IRC R311.7. GUARDRAILS PER 2015 IRC R312. 5. ILLUMINATE STAIRS PER R303.7. MINIMUM OF 50% OF PERMANENTLY INSTALLED FIXTURES TO CONTAIN HIGH EFFICACY LAMPS PER IEEC 404.1. ALL EXTERIOR LIGHTING TO ADHERE TO CITY OF ASPEN LIGHTING STANDARDS. 6. ALL MATERIAL INSULATION VALUES TO MEET 2015 IECC MIN. STANDARDS FOR CLIMATE ZONE 7. REFER TO TYPICAL ASSEMBLIES. 7. RADON MITIGATION PER IRC APPENDIX F. 8. GARAGE SEPARATION AND OPENINGS PER IRC R302.5.1 AND R302.6. 9. FINAL HOSE BIB (H.B.) LOCATIONS TO BE FIELD VERIFIED WITH OWNER. 10. "INTERIORS" OR "INT." REFERS TO INTERIOR DESIGNER. (TYPICAL) 11. REFER TO RCPs FOR CARBON MONOXIDE / SMOKE DETECTOR LOCATIONS. 12. REFER TO INTERIOR DOCUMENTS FOR ALL FINISH MATERIAL SPECIFICATIONS, MILLWORK DESIGN, ETC. 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A305b 4/4/2018Plotted On: 4/4/2018 AS NOTED ADU | ROOF PLAN ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 X.A X.A X.B X.B X.C X.C X.D X.D X.2 X.2 X.3 X.3 X.4 X.4 02 A506 01 A506 02 A406 02 A407 01 A407 01 A406 03 A506 X.1 X.1 37'11'-11 1/2"8'-2 1/2"16'-10"34'-6" 9'-10"17'7'-8"11'-11 1/2"8'-2 1/2"16'-10"9'-10"17'7'-8" 1'-11 1/2"5 1/2"11'-11 1/2"4'-10 1/2"5/8" : 12"SLOPEOUTLINE OF ADU STRUCTURE BELOW DS. INTERNAL GUTTERS DS. CHIMNEY FLUE KITCHEN HOOD FLUE TERMINATION CLERESTORY WINDOWS BELOW, RE: ELEVATIONS 01 ADU | ROOF PLAN 1/4" = 1'-0" N ROOF PLAN NOTES: 1. HEAT TAPE REQUIRED AT ALL GUTTERS, DOWNSPOUTS, VALLEYS, AND CRICKETS. DOWNSPOUT LOCATIONS TO BE V.I.F. 2. FULL BYLIN SYSTEM RECOMMENDED BY ARCHITECT AT ALL EAVES, DOWNSPOUTS, CRICKETS, ETC. 3. ALL GUTTERS, DOWNSPOUTS, SNOW FENCES, ETC. FINISHES TO BE APROVED BY ARCHITECT. 4. REFER TO FLOOR PLANS, ROOF PLAN, AND ELEVATIONS FOR GUTTER AND DOWNSPOUT LOCATIONS. ALL DOWNSPOUTS AND EXOPOSED GUTTERS TO BE SQUARE. 5. SNOW FENCE (AND SNOW CLIP) DESIGN BY ROOFING SUBCONTRACTOR AND / OR THIRD PARTY ENGINEER. IF BOLT-IN SNOW FENCES ARE APPROVED, GC TO HAVE STRUCTURAL ENGINEER REVEIW DESIGN PRIOR TO FABRICATION AND INSTALLATION. 6. ARCHITECT, G.C., AND ROOFING SUBCONTRACTOR TO MEET PRIOR TO ROOF CONSTRUCTION TO FINALIZE SPECIFICATIONS FOR ROOF PERFORMANCE IN REGARDS TO WATERPROOFING/ FINISH ASSEMBLY, SNOW FENCES / GUARDS, HEAT TAPE, GUTTERS + DOWNSPOUTS, WATER FLOW, AND WATER / SNOW MANAGEMENT. 7. G.C. TO INSTALL ELECTRICAL JUNCTION BOXES AS NECESSARY FOR FUTURE HEAT TAPE. 8. G.C. TO INSTALL ANCHOR HOOKS AS NECESSARY FOR ROOF INSTALLATION AND MAINTENANCE. 9. MINIMIZE VENTING PENETRATIONS BY COMBINING PIPES WHERE POSSIBLE. 10.MEMBRANE ROOF TO INLCUDE A STANDING SEAM PROFILE AS ILLUSTRATED ON ROOF PLANS BY SIKA SARNAFIL ("DECOR PROFILE") OR SIMILAR. 11. SPECIFICATION FOR FLAT ROOFS IS HYDROGUARD BY HYDROTECH WHICH REQUIRE NO SLOPE FOR FLAT ROOFS. IF SPECIFICATION CHANGES CONTACT ARCHITECT FOR SLOPE REQUIREMENTS. SHADED AREA REPRESENTS RECOMMENDED EXTENT OF HEAT TAPE 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A401a 4/5/2018Plotted On: 4/5/2018 AS NOTED ELEVATIONS ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 M L K J H G E DF 05 A803 09 A803 01 A803 12'-6"12'-6"12'-6"12'-6"12'-6"3'-11"8'-7"11'-6 1/2"30' [MAXIMUM BUILDING HEIGHT]EL. 114'- 3" [7794.25'] EL. 100'- 0" [7780.00'] EL. 102'- 6" [7782.50'] EL. 88'- 0" [7768.00'] EL. 81'- 4" [7761.33'] EL. 112'- 6" [7792.50'] 01 A504 01 A503 01 A502 62 10 09 08 0607 03 04 01 11 61 T.O. F.F. UPPER LEVEL T.O. F.F. ENTRY LEVEL T.O. F.F. GARAGE LEVEL T.O. F.F. LOWER LEVEL T.O. CONC. CRAWLSPACE 30' HEIGHT LIMIT ABOVE EXISTING GRADE T.O. WALL BEYOND LIVING ROOM FLUE TERMINATION ENTRY DOOR FOUNDATION BEYOND, RE: STRUCT. STEEL PLATE CANOPY RE: ROOF PLAN FINISH GRADE EXISTING GRADE MATCHLINE2 1 T T TMATCHLINEMATCHLINEGENERAL NOTES: 1. REFER TO NOTE 'M' ON A000. 2. G.C. TO PROVIDE SAMPLES OF ALL SIDING MATERIALS AND FINISHES FOR APPROVAL BY ARCHITECT & OWNER PRIOR TO COMMENCING WORK. CONCRETE1 2 EXTERIOR SIDING LEGEND METAL SIDING3 - REFER TO TYPICAL WALL ASSEMBLY DETAILS - CAST-IN-PLACE CONCRETE - G.C. TO VERIFY FINAL SEAM LAYOUT WITH ARCHITECT PRIOR TO ERECTING CONCRETE FORMS. - REFER TO TYPICAL WALL ASSEMBLY DETAILS - (RECLAIMED) GREY BARN WOOD - REFER TO TYPICAL WALL ASSEMBLY DETAILS - ZINC OR SIMILAR FINISH - G.C. TO VERIFY FINAL SEAM LAYOUT WITH ARCHITECT PRIOR TO PURCHASING PRODUCT. WOOD SIDING [EMPTY] 01 NORTH ELEVATION 1/4" = 1'-0" NORTH ELEVATION | KEY PLAN A401a A401b 4/5/2018 Window 03 is required to be a tempered R308.4.3 Handrail required, four or more risers R311.7.8 Show utility meter locations in elevation. Must comply with Black Hills Energy meter location requirements for distance from openings. DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A401b 4/5/2018Plotted On: 4/5/2018 AS NOTED ELEVATIONS ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018MATCHLINEMATCHLINEHGEDCBAF 05 A804 05 A803 09 A803 01 A803 30' [MAXIMUM BUILDING HEIGHT]12'-6"12'-6"3'-11"8'-7"11'-6 1/2"8'-3"25'-6 1/2"5'-6" EL. 114'- 3" [7794.25'] EL. 100'- 0" [7780.00'] EL. 102'- 6" [7782.50'] EL. 88'- 0" [7768.00'] EL. 82'- 6 1/4" [7762.52'] EL. 126'- 6" [7806.50'] 01 A502 01 A502 62 59 03 04 01 60 636465 61 T.O. F.F. UPPER LEVEL T.O. F.F. ENTRY LEVEL T.O. F.F. GARAGE LEVEL T.O. F.F. LOWER LEVEL 30' HEIGHT LIMIT ABOVE EXISTING GRADE T.O. CONC. CRAWLSPACE T.O. WALL BEYOND EXISTING GRADE FINISH GRADE FOUNDATIONS BEYOND. RE: STRUCT. RETAINING WALL, RE:LANDSCAPE OUTLINE OF CLERESTORY WINDOW BEYOND FOUNDATIONS BEYOND. RE: STRUCT.MATCHLINE2 1 1 T GENERAL NOTES: 1. REFER TO NOTE 'M' ON A000. 2. G.C. TO PROVIDE SAMPLES OF ALL SIDING MATERIALS AND FINISHES FOR APPROVAL BY ARCHITECT & OWNER PRIOR TO COMMENCING WORK. CONCRETE1 2 EXTERIOR SIDING LEGEND METAL SIDING3 - REFER TO TYPICAL WALL ASSEMBLY DETAILS - CAST-IN-PLACE CONCRETE - G.C. TO VERIFY FINAL SEAM LAYOUT WITH ARCHITECT PRIOR TO ERECTING CONCRETE FORMS. - REFER TO TYPICAL WALL ASSEMBLY DETAILS - (RECLAIMED) GREY BARN WOOD - REFER TO TYPICAL WALL ASSEMBLY DETAILS - ZINC OR SIMILAR FINISH - G.C. TO VERIFY FINAL SEAM LAYOUT WITH ARCHITECT PRIOR TO PURCHASING PRODUCT. WOOD SIDING [EMPTY] NORTH ELEVATION | KEY PLAN 01 NORTH ELEVATION 1/4" = 1'-0" A401a A401b 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A402 4/5/2018Plotted On: 4/5/2018 AS NOTED ELEVATIONS ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 6 3 25 14 30' [MAXIMUM BUILDING HEIGHT]3'-0"7'-8 3/4"4'-3 1/4"5'-6"21'10'3'EL. 114'- 3" [7794.25'] EL. 100'- 0" [7780.00'] EL. 102'- 6" [7782.50'] EL. 88'- 0" [7768.00'] EL. 81'- 4" [7761.33'] EL. 95'- 0" [7775.00'] EL. 90'- 6" [7770.50'] EL. 82'- 6 1/4" [7762.52'] 12 1317 67 37 20 20 1418 43 42 16 15 41 T.O. F.F. UPPER LEVEL T.O. F.F. ENTRY LEVEL T.O. F.F. GARAGE LEVEL T.O. F.F. LOWER LEVEL 30' HEIGHT LIMIT ABOVE EXISTING GRADE LIVING ROOM FLUE TERMINATION STEEL PLATE ROOF T.O. CONC. CRAWLSPACE MASTER SUITE ELEVATION BEYOND T.O. WALL T.O. WALL T.O. CONC. CRAWLSPACEVERIFY WITHMANUFACTUREREXISTING GRADE FINISH GRADE FOUNDATIONS BEYOND. RE: STRUCT. RETAINING WALL, RE: STRUCT. 36" HIGH GLASS GUARDRAIL PER 2015 IRC R312 01 A505 1 3 5/812 3 T T T TT 2 GENERAL NOTES: 1. REFER TO NOTE 'M' ON A000. 2. G.C. TO PROVIDE SAMPLES OF ALL SIDING MATERIALS AND FINISHES FOR APPROVAL BY ARCHITECT & OWNER PRIOR TO COMMENCING WORK. CONCRETE1 2 EXTERIOR SIDING LEGEND METAL SIDING3 - REFER TO TYPICAL WALL ASSEMBLY DETAILS - CAST-IN-PLACE CONCRETE - G.C. TO VERIFY FINAL SEAM LAYOUT WITH ARCHITECT PRIOR TO ERECTING CONCRETE FORMS. - REFER TO TYPICAL WALL ASSEMBLY DETAILS - (RECLAIMED) GREY BARN WOOD - REFER TO TYPICAL WALL ASSEMBLY DETAILS - ZINC OR SIMILAR FINISH - G.C. TO VERIFY FINAL SEAM LAYOUT WITH ARCHITECT PRIOR TO PURCHASING PRODUCT. WOOD SIDING [EMPTY] 01 EAST ELEVATION 1/4" = 1'-0" 4/5/2018 Window 12 required to be tempered R308.4.3 Window 67 required to be tempered R308.4.3 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A403a 4/5/2018Plotted On: 4/5/2018 AS NOTED ELEVATIONS ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 E G H J K L MF 11 A604 10 A604 30' [MAXIMUM BUILDING HEIGHT]8'-7"3'-11"12'-6"12'-6"12'-6"12'-6"12'-6"3'- 0"3'- 0"EL. 114'- 3" [7794.25'] EL. 100'- 0" [7780.00'] EL. 102'- 6" [7782.50'] EL. 88'- 0" [7768.00'] EL. 82'- 6 1/4" [7762.52'] EL. 90'- 6" [7770.50'] EL. 95'- 0" [7775.00'] EL. 81'- 4" [7761.33'] 19 29 36 31 21 32 30 35 34 27 25 28 26 40 39 33 T.O. F.F. UPPER LEVEL T.O. F.F. ENTRY LEVEL T.O. F.F. GARAGE LEVEL T.O. F.F. LOWER LEVEL 30' HEIGHT LIMIT ABOVE EXISTING GRADE BEYONDBEYOND LIVING ROOM FLUE TERMINATION T.O. CONC. CRAWLSPACE T.O. WALL T.O. WALL T.O. CONC. CRAWLSPACE EXISTING GRADE BEYOND FINISH GRADE FOUNDATION BEYOND, RE: STRUCT. CRAWLSPACE BEYOND GRILLE AT WALL BEYOND, RE: MECH RETAINING WALL, RE: STRUCT. 10 A804 06 A804 02 A804 01 A502 01 A503 01 A504 02 A505 MATCHLINEMATCHLINE1 3 1 TTTTT TTTTTT TT T TT T T T T MATCHLINEMATCHLINEGENERAL NOTES: 1. REFER TO NOTE 'M' ON A000. 2. G.C. TO PROVIDE SAMPLES OF ALL SIDING MATERIALS AND FINISHES FOR APPROVAL BY ARCHITECT & OWNER PRIOR TO COMMENCING WORK. CONCRETE1 2 EXTERIOR SIDING LEGEND METAL SIDING3 - REFER TO TYPICAL WALL ASSEMBLY DETAILS - CAST-IN-PLACE CONCRETE - G.C. TO VERIFY FINAL SEAM LAYOUT WITH ARCHITECT PRIOR TO ERECTING CONCRETE FORMS. - REFER TO TYPICAL WALL ASSEMBLY DETAILS - (RECLAIMED) GREY BARN WOOD - REFER TO TYPICAL WALL ASSEMBLY DETAILS - ZINC OR SIMILAR FINISH - G.C. TO VERIFY FINAL SEAM LAYOUT WITH ARCHITECT PRIOR TO PURCHASING PRODUCT. WOOD SIDING [EMPTY] 01 SOUTH ELEVATION 1/4" = 1'-0" SOUTH ELEVATION A403a A403b 4/5/2018 Window fall protection required at windows 25, 27, 29, 31 per R312.2 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A403b 4/5/2018Plotted On: 4/5/2018 AS NOTED ELEVATIONS ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 A B C D E G H JF 11 A604 10 A604 5'-6"25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6"12'-6"30' [MAXIMUM BUILDING HEIGHT]3'- 0"3'- 0"EL. 114'- 3" [7794.25'] 19 46 4448 36 31 21 32 35 34 38 49 47 45 40 39 33 T.O. F.F. UPPER LEVEL BEYONDBEYOND GLASS GUARDRAIL MASTER BEDROOM FLUE TERMINATION 30' HEIGHT LIMIT ABOVE EXISTING GRADE 10 A804 06 A804 02 A804 06 A803 10 A803 02 A803 EL. 100'- 0" [7780.00'] EL. 102'- 6" [7782.50'] EL. 88'- 0" [7768.00'] EL. 82'- 6 1/4" [7762.52'] EL. 103'- 0" [7783.00'] 01 A501 01 A502 01 A503 02 A505 24 MATCHLINEMATCHLINET.O. F.F. ENTRY LEVEL T.O. F.F. GARAGE LEVEL T.O. F.F. LOWER LEVEL 3 2 2 GLASS GUARDRAIL OUTLINE OF EGRESS WELL BEYOND FOUNDATION BEYOND. RE: STRUCT. EGRESS WINDOW BEYOND T.O. CONC. CRAWLSPACE 1 DOWNSPOUT RETAINING WALL RE: LANDSCAPE T.O. WALL T TTTTTT TT T T TT T T EXISTING GRADE FINISH GRADE MATCHLINEMATCHLINEGENERAL NOTES: 1. REFER TO NOTE 'M' ON A000. 2. G.C. TO PROVIDE SAMPLES OF ALL SIDING MATERIALS AND FINISHES FOR APPROVAL BY ARCHITECT & OWNER PRIOR TO COMMENCING WORK. CONCRETE1 2 EXTERIOR SIDING LEGEND METAL SIDING3 - REFER TO TYPICAL WALL ASSEMBLY DETAILS - CAST-IN-PLACE CONCRETE - G.C. TO VERIFY FINAL SEAM LAYOUT WITH ARCHITECT PRIOR TO ERECTING CONCRETE FORMS. - REFER TO TYPICAL WALL ASSEMBLY DETAILS - (RECLAIMED) GREY BARN WOOD - REFER TO TYPICAL WALL ASSEMBLY DETAILS - ZINC OR SIMILAR FINISH - G.C. TO VERIFY FINAL SEAM LAYOUT WITH ARCHITECT PRIOR TO PURCHASING PRODUCT. WOOD SIDING [EMPTY] 01 SOUTH ELEVATION 1/4" = 1'-0" SOUTH ELEVATION KEY A403b A403a 4/5/2018 Window 48, 46 required to be tempered due to proximity to tub R308.4.3 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A404 4/5/2018Plotted On: 4/5/2018 AS NOTED ELEVATIONS ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 2 3 6514 30' [MAXIMUM BUILDING HEIGHT]10'21'5'-6"4'-3 1/4"7'-8 3/4"3'EL. 114'- 3" [7794.25'] EL. 100'- 0" [7780.00'] EL. 102'- 6" [7782.50'] EL. 88'- 0" [7768.00'] 50 5458 57 55 56 5253 51 66 T.O. F.F. UPPER LEVEL T.O. F.F. ENTRY LEVEL T.O. F.F. GARAGE LEVEL T.O. F.F. LOWER LEVEL 30' HEIGHT LIMIT ABOVE EXISTING GRADE VERIFY WITHMANUFACTUREREXISTING GRADE FINISH GRADE FOUNDATION BEYOND, RE: STRUCT. BEYOND CRAWLSPACE BEYOND DOWNSPOUT GRILLE, RE: MECH. MASTER BEDROOM FLUE BEYOND 03 A803 2 3 2 5/8 12 1 GENERAL NOTES: 1. REFER TO NOTE 'M' ON A000. 2. G.C. TO PROVIDE SAMPLES OF ALL SIDING MATERIALS AND FINISHES FOR APPROVAL BY ARCHITECT & OWNER PRIOR TO COMMENCING WORK. CONCRETE1 2 EXTERIOR SIDING LEGEND METAL SIDING3 - REFER TO TYPICAL WALL ASSEMBLY DETAILS - CAST-IN-PLACE CONCRETE - G.C. TO VERIFY FINAL SEAM LAYOUT WITH ARCHITECT PRIOR TO ERECTING CONCRETE FORMS. - REFER TO TYPICAL WALL ASSEMBLY DETAILS - (RECLAIMED) GREY BARN WOOD - REFER TO TYPICAL WALL ASSEMBLY DETAILS - ZINC OR SIMILAR FINISH - G.C. TO VERIFY FINAL SEAM LAYOUT WITH ARCHITECT PRIOR TO PURCHASING PRODUCT. WOOD SIDING [EMPTY] 01 WEST ELEVATION 1/4" = 1'-0" 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A405 4/5/2018Plotted On: 4/5/2018 AS NOTED HIDDEN ELEVATIONS ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.201830' [MAXIMUM BUILDING HEIGHT]EL.100'- 0" [7780.00'] EL.102'- 6" [7782.50'] EL. 88'- 0" [7768.00'] 05 T.O. F.F. ENTRY LEVEL T.O. F.F. GARAGE LEVEL T.O. F.F. LOWER LEVEL STEEL PLATE CANOPY SECTION BELOW NOT SHOWN FOR CLARITY FINISH GRADE EXISTING GRADE 30' HEIGHT LIMIT ABOVE EXISTING GRADE 1 3 T 30'[MAXIMUM BUILDING HEIGHT]EL. 100'- 0" [7780.00'] EL. 102'- 6" [7782.50'] EL. 88'- 0" [7768.00'] 02 T.O. F.F. ENTRY LEVEL T.O. F.F. GARAGE LEVEL T.O. F.F. LOWER LEVEL FOUNDATIONS BEYOND. RE: STRUCT. SECTION BELOW NOT SHOWN FOR CLARITY EXISTING GRADE 30' HEIGHT LIMIT ABOVE EXISTING GRADE FINISH GRADE 2 1 T GENERAL NOTES: 1. REFER TO NOTE 'M' ON A000. 2. G.C. TO PROVIDE SAMPLES OF ALL SIDING MATERIALS AND FINISHES FOR APPROVAL BY ARCHITECT & OWNER PRIOR TO COMMENCING WORK. CONCRETE1 2 EXTERIOR SIDING LEGEND METAL SIDING3 - REFER TO TYPICAL WALL ASSEMBLY DETAILS - CAST-IN-PLACE CONCRETE - G.C. TO VERIFY FINAL SEAM LAYOUT WITH ARCHITECT PRIOR TO ERECTING CONCRETE FORMS. - REFER TO TYPICAL WALL ASSEMBLY DETAILS - (RECLAIMED) GREY BARN WOOD - REFER TO TYPICAL WALL ASSEMBLY DETAILS - ZINC OR SIMILAR FINISH - G.C. TO VERIFY FINAL SEAM LAYOUT WITH ARCHITECT PRIOR TO PURCHASING PRODUCT. WOOD SIDING [EMPTY] 02 HIDDEN EAST ELEVATION - TOWARDS ENTRY 1/4" = 1'-0" 01 HIDDEN WEST ELEVATION - TOWARDS STAIR #2 1/4" = 1'-0" 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A406 4/5/2018Plotted On: 4/5/2018 AS NOTED ADU ELEVATIONS ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 X.4 X.3 X.2 X.1 11'-11 1/2"8'-2 1/2"16'-10"3'EL. 111'- 9" [7791.75'] EL. 99'- 9" [7779.75'] A-7 A-8 A-5 A-6 T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL 12 5/8VERIFY WITHMANUFACTUREREXISTING GRADE 36" GLASS GUARDRAIL PER 2015 IRC R312 CHIMNEY FLUE TERMINATION FIREPLACE BEYOND VOID STEEL PLATE CANOPY STAIR BEYOND FINISH GRADE 2 3 3 2 1 X.D X.C X.B X.A 7'-8"17'9'-10" EL. 111'- 9" [7791.75'] EL. 99'- 9" [7779.75'] 01 A506 02 A506 03 A506 A-3 A-1 A-2 T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL EXISTING GRADE VOID STEEL PLATE CANOPY FOUNDATION BELOW. RE: STRUCT. FLUE TERMINATION FINISH GRADE 3 2 GENERAL NOTES: 1. REFER TO NOTE 'M' ON A000. 2. G.C. TO PROVIDE SAMPLES OF ALL SIDING MATERIALS AND FINISHES FOR APPROVAL BY ARCHITECT & OWNER PRIOR TO COMMENCING WORK. CONCRETE1 2 EXTERIOR SIDING LEGEND METAL SIDING3 - REFER TO TYPICAL WALL ASSEMBLY DETAILS - CAST-IN-PLACE CONCRETE - G.C. TO VERIFY FINAL SEAM LAYOUT WITH ARCHITECT PRIOR TO ERECTING CONCRETE FORMS. - REFER TO TYPICAL WALL ASSEMBLY DETAILS - (RECLAIMED) GREY BARN WOOD - REFER TO TYPICAL WALL ASSEMBLY DETAILS - ZINC OR SIMILAR FINISH - G.C. TO VERIFY FINAL SEAM LAYOUT WITH ARCHITECT PRIOR TO PURCHASING PRODUCT. WOOD SIDING [EMPTY] 02 ADU | EAST ELEVATION 1/4" = 1'-0" 01 ADU | NORTH ELEVATION 1/4" = 1'-0"4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A407 4/5/2018Plotted On: 4/5/2018 AS NOTED ADU ELEVATIONS ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 X.A X.B X.C X.D 9'-10"17'7'-8"3' - 0"EL. 111'- 9" [7791.75'] EL. 99'- 9" [7779.75'] 01 A506 02 A506 03 A506 A-4 A-9A-13 A-11 A-14 A-12 A-10 T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL 36" GLASS GUARDRAIL PER 2015 IRC R312 EXISTING GRADE OUTLINE OF FOUNDATION BELOW, RE: STRUCT. FINISH GRADE VOID BEYOND FLUE TERMINATION 2 1 3 TT T TT GENERAL NOTES: 1. REFER TO NOTE 'M' ON A000. 2. G.C. TO PROVIDE SAMPLES OF ALL SIDING MATERIALS AND FINISHES FOR APPROVAL BY ARCHITECT & OWNER PRIOR TO COMMENCING WORK. CONCRETE1 2 EXTERIOR SIDING LEGEND METAL SIDING3 - REFER TO TYPICAL WALL ASSEMBLY DETAILS - CAST-IN-PLACE CONCRETE - G.C. TO VERIFY FINAL SEAM LAYOUT WITH ARCHITECT PRIOR TO ERECTING CONCRETE FORMS. - REFER TO TYPICAL WALL ASSEMBLY DETAILS - (RECLAIMED) GREY BARN WOOD - REFER TO TYPICAL WALL ASSEMBLY DETAILS - ZINC OR SIMILAR FINISH - G.C. TO VERIFY FINAL SEAM LAYOUT WITH ARCHITECT PRIOR TO PURCHASING PRODUCT. WOOD SIDING [EMPTY] X.2 X.3 X.4X.1 16'-10"8'-2 1/2"11'-11 1/2" A-15 A-17A-18 A-16 12 5/8 07 A803 EL. 111'- 9" [7791.75'] EL. 99'- 9" [7779.75'] T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL DOWNSPOUT EXISTING GRADE FOUNDATION BEYOND. RE: STRUCT. 3 1 CHIMNEY FLUE TERMINATION MECHANICAL GRILLE, RE: MECH FINISH GRADE TT 01 ADU | SOUTH ELEVATION 1/4" = 1'-0" 02 ADU | WEST ELEVATION 1/4" = 1'-0" 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A501 4/4/2018Plotted On: 4/4/2018 AS NOTED SECTION ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 6 3 25 14 10 A603 01 A804 01 A601 05 A603 09 A804 06 A603 5'-6"14'-6"11'-9"18'-6"30' [MAXIMUM BUILDING HEIGHT]4' MAX.7'-8 3/4"4'-3 1/4"5'-6"21'10' 48'-6" 7'-8 3/4"4'-3 1/4"5'-6"21'10' EL. 114'- 3" [7794.25'] EL. 100'- 0" [7780.00'] EL. 102'- 6" [7782.50'] EL. 88'- 0" [7768.00'] EL. 82'- 6 1/4" [7762.52'] EL. 122'- 9" [7802.75'] EL. 126'- 1 3/4" [7806.15'] 30' HEIGHT LIMIT ABOVE EXISTING GRADE T.O. F.F. UPPER LEVEL T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL T.O. F.F. GARAGE LEVEL GARAGE 116 CRAWLSPACE MASTER BATH 203 MASTER CLOSET 206 BED #3 021 W.I.C. #3 020 BATH #3 019 MECHANICAL 009 T.O. CONC. CRAWLSPACE T.O. PLATE T.O. PLATE FINISH GRADE WALL FINISH TO ALIGN WITH SOFFIT ABOVE, V.I.F. WITH ARCHITECT PRIOR TO FRAMING WALL EXISTING GRADE SHAFT WALL, RE: FLOOR PLAN FINAL B.O. SOFFIT ELEVATION TO BE V.I.F. PER FINAL ROOF FINISH ELEVATION OVER OFFICE 112 SIM. FURRED OUT WALL, RE: MECH SIM.SIM. CONDENSERS, RE: MECH 07 A602 W-1 R-1 F-4 F-1 W-1 R-2 W-1 F-6 F-2 F-4 F-5 W-6 W-8W-7 W-5W-6 W-7 5/812 W-4 01 SECTION - A [NORTH-SOUTH] 1/4" = 1'-0" 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A502 4/4/2018Plotted On: 4/4/2018 AS NOTED SECTION ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 6 3 25 10 A604 12 A604 09 A604 30' [MAXIMUM BUILDING HEIGHT]48'-6"3'- 0"3'7'-8 3/4"4'-3 1/4"5'-6"21'10'7'-8 3/4"4'-3 1/4"5'-6"21'10' WINE 113 GALLERY 106 WINE DECK POWDER #2 006 POWDER #1 003 KITCHENETTE 004 CRAWLSPACE 4 1 06 A602 01 A601 05 A602 2'-6"11'-9"4' MAX.EL. 88'- 0" [7768.00'] EL. 114'- 3" [7794.25'] EL. 100'- 0" [7780.00'] EL. 102'- 6" [7782.50'] EL. 82'- 6 1/4" [7762.52'] EL. 99'- 6" T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL T.O. F.F. UPPER LEVEL T.O. F.F. GARAGE LEVEL EXISTING GRADE 30' HEIGHT LIMIT ABOVE EXISTING GRADE 30' HEIGHT LIMIT ABOVE EXISTING GRADE AT MASTER SUITE FACADE BEYOND RE: A402 36" HIGH GLASS GUARDRAIL PER 2015 IRC R312 F-4 F-1 W-1W-7 W-7 R-2 W-3 W-1W-1 T.O. CONC. CRAWLSPACE 5/8 12 FINISH GRADE T.O. PLY. - WINE DECK EXISTING GRADE AT MASTER SUITE FACADE BEYOND F-4 2 WATER FEATURE, RE: LANDSCAPE F-4 F-4 GENERAL NOTES: 1. REFER TO NOTE 'M' ON A000. 2. G.C. TO PROVIDE SAMPLES OF ALL SIDING MATERIALS AND FINISHES FOR APPROVAL BY ARCHITECT & OWNER PRIOR TO COMMENCING WORK. CONCRETE1 2 EXTERIOR SIDING LEGEND METAL SIDING3 - REFER TO TYPICAL WALL ASSEMBLY DETAILS - CAST-IN-PLACE CONCRETE - G.C. TO VERIFY FINAL SEAM LAYOUT WITH ARCHITECT PRIOR TO ERECTING CONCRETE FORMS. - REFER TO TYPICAL WALL ASSEMBLY DETAILS - (RECLAIMED) GREY BARN WOOD - REFER TO TYPICAL WALL ASSEMBLY DETAILS - ZINC OR SIMILAR FINISH - G.C. TO VERIFY FINAL SEAM LAYOUT WITH ARCHITECT PRIOR TO PURCHASING PRODUCT. WOOD SIDING [EMPTY] 01 SECTION - B [NORTH-SOUTH] 1/4" = 1'-0" 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A503 4/5/2018Plotted On: 4/5/2018 AS NOTED SECTION ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 6 5 3 2 14 10 A603 01 A601 30' [MAXIMUM BUILDING HEIGHT]7'-8 3/4"4'-3 1/4"5'-6"21'10' 48'-6" EL. 88'- 0" [7768.00'] EL. 114'- 3" [7794.25'] EL. 100'- 0" [7780.00'] EL. 102'- 6" [7782.50'] EL. 82'- 6 1/4" [7762.52'] FAMILY ROOM 002 CRAWLSPACE DINING ROOM 103 ENTRY 100 30' HEIGHT LIMIT ABOVE EXISTING GRADE T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL T.O. F.F. UPPER LEVEL T.O. F.F. GARAGE LEVEL T.O. CONC. CRAWLSPACE 4 EXISTING GRADE FINISH GRADE STEEL PLATE CANOPY F-4 F-1 F-4 R-1 W-3 W-2 W-1 W-3 R-2 5/8 12 5/812 W-2 01 SECTION - C [NORTH-SOUTH] 1/4" = 1'-0" 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A504 4/4/2018Plotted On: 4/4/2018 AS NOTED SECTION ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 6 3 25 14 10 A603 11 A604 06 A603 30' [MAXIMUM BUILDING HEIGHT]7'-8 3/4"4'-3 1/4"5'-6"21'10' 48'-6" 7'-8 3/4"4'-3 1/4"5'-6"21'10' EL. 114'- 3" [7794.25'] EL. 88'- 0" [7768.00'] EL. 100'- 0" [7780.00'] EL. 81'- 4" [7761.33'] EL. 113'- 11 3/4" 30' HEIGHT LIMIT ABOVE EXISTING GRADE T.O. F.F. UPPER LEVEL T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL LIVING ROOM 102 OUTDOOR PATIO CRAWLSPACE BEYOND T.O. CONC. CRAWLSPACE T.O. PLATE 4 SIM SIM EXISTING GRADE FINISH GRADE BEYOND FINISH GRADE STEEL PLATE CANOPY BEYOND FOUNDATION BEYOND. RE: STRUCT. 01 A601W-2 W-3 W-1 F-4 R-1 F-2 F-1 W-3 5/812AIR SEALING DETAILS USINGEXTERIOR SHEATHINGThe City of Aspen Sheathing/rigid insulation to spray foam roof Alternate: Sheathing to foundation Window Jamb with J-trimWindow Jamb with Wood Trim Wall Section using Exterior Sheathing and Ceiling Drywall Spray foam against top plate Sheathing/rigid insulation sealed along top plate Extend sheathing past sheathing and seal to foundation using tape, caulk, glue, and/or fully adhered membrane. Detail: Sheathing to Sill Plate Exterior sheathing caulked, glued, or gasketed to sill plate Sill plate installed over sill gasket Seal all penetrations of air barrier including: Structural projections Exterior Receptacles Exterior Outlets Vents Wiring Pipes Important areas to seal: Install per manufacturer's instructions Tape/seal all sheathing joints Use appropriate fasteners Seal sheathing to top plates and bottom plates (or foundation) Seal sheathing to window and door openings Drywall caulked, glued, or gasketed to top plate Exterior sheathing caulked, glued or gasketed to top plate Taped or sealed joints in exterior sheathing Exterior sheathing caulked, glued, or gasketed to sill plate Sill plate installed over sill gasket Seal recessed cans if using drywall ceiling method 01 SECTION - D [NORTH-SOUTH] 1/4" = 1'-0" Exterior Air Barrier Using Exterior Sheathing Diagram Builder's Guide to Cold Climates, by Joseph Lstiburek 02 Air Sealing Strategy @ Overhangs Air Sealing Details Using Drywall and Framing, by The City of Aspen 03 4/5/2018 Provide access to this section of crawlspace per 2015 IRC R408.4. Air barrier details on A504 only address the framed wall conditions. Provide details and/or plan notes for how the air barrier continuity will be maintained at the mass wall locations. DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A505 4/4/2018Plotted On: 4/4/2018 AS NOTED SECTION ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 MLKGHJ 12'-6"12'-6"12'-6"12'-6"12'-6" INTERIOR EXTERIOR 4'-0" MAX.EL. 100'- 0" [7780.00'] ROLL DOWN SCREEN POCKET FAMILY ROOM 002 OUTDOOR PATIO CRAWLSPACE SIM.SECTION ABOVE NOTSHOWN FOR CLARITYCRAWLSPACE 01 A601 EL. 88'- 0" [7768.00'] EL. 100'- 0" [7780.00'] EL. 81'- 4" [7761.33'] EL. 88'- 0" [7768.00'] EL. 82'- 6 1/4" [7762.52'] EL. 87'- 0" [7767.00']EL. 86'- 6" [7766.50'] BUILT-IN, RE: INTERIORS RECESSED SEATING AREA SLIDING DOORS RECESSED SEATING AREA T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL T.O. CONC. CRAWLSPACE W-1 F-2 F-1 F-4 W-7 RETAINING WALL, RE: LANDSCAPE EXISTING GRADE T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL T.O. CONC. CRAWLSPACE FINISH GRADE T.O. F.F. RECESSED SEATINGT.O. F.F. FAMILY RECESSED SEATING F-4 6 5 3 2 09 A604 48'-6" 11"3'-0"7'-8 3/4"4'-3 1/4"5'-6"21'-0"10'-0" EL. 122'- 9" [7802.75'] EL. 126'- 1 3/4" [7806.15'] T.O. PLATE T.O. PLATE MUDROOM 114 MASTER DECK STAIR #2 207 4 1 SOFFIT 36" HIGH GLASS GUARDRAIL PER 2015 IRC R312 CHIMNEY FLUE TERMINATION EL. 114'- 3" [7794.25'] 5/812 T.O. F.F. UPPER LEVEL R-2 F-3 R-1 R-2 W-3 01 FAMILY ROOM 002 SECTION 1/4" = 1'-0" 02 UPPER LEVEL DECK SECTION 1/4" = 1'-0" 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A506 4/4/2018Plotted On: 4/4/2018 AS NOTED SECTION ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 A-15 BEDROOM A-11 LIVING A-14 HALL X.4 X.3 X.2 X.1 09 A603 11'-11 1/2"8'-2 1/2"16'-10" R-1 F-4 R-2 F-5 12 5/8 EXISTING GRADE FINISH GRADE 01 A601 EL. + 99'- 9" [7779.75'] EL. 111'-9" [7791.75'] EL. 106'-6" [7786.50'] EL. 124'-2 3/4" EL. 124'-5 3/4" T.O. F.F. LOWER LEVEL EXISTING GRADE T.O. F.F. MAIN LEVEL T.O. F.F. CRAWL SPACE W-1 F-1 W-7 CRAWL SPACE [4' HIGH / STORAGE] W-1 T.O. PLATE T.O. PLY. EL. 111'-9" [7791.75'] EL. 106'-6" [7786.50'] EL. 99'-9" [7779.75'] A-10 ENTRY A-10 ENTRYDECK A-01 STORAGE CRAWL SPACE [4' HIGH / STORAGE] VERTICAL LADDER FINISH GRADE EXISTING GRADE RETAINING WALL BEYOND HANDRAIL PER 2015 IRC R311.7.8 SIM. X.4 X.3 X.2 X.1 11 A604 09 A604 06 A603 11'-11 1/2"8'-2 1/2"16'-10" T.O. F.F. MAIN LEVEL T.O. F.F. CRAWL SPACE R-2 F-4 R-1 T.O. F.F. CRAWL SPACE 12 5/8 01 A601 EL. 124'-5 3/4" W-1 W-1 F-1 T.O. PLY. A-12 KITCHEN UPPER CLERESTORY WINDOWS FINISH GRADE EXISTING GRADE X.4 X.3 X.2 X.1 11'-11 1/2"8'-2 1/2"16'-10" T.O. F.F. MAIN LEVEL R-1 F-4 12 5/8 T.O. PLATE 01 A601 4'-0" MAX.EL. 111'-9" [7791.75'] EL. 106'-6" [7786.50'] EL. 124'-2 3/4" T.O. F.F. CRAWL SPACE CRAWL SPACE [4' HIGH / STORAGE] F-1 W-6 W-1W-1 02 ADU | SECTION [NORTH-SOUTH] 1/4" = 1'-0" 01 ADU | SECTION [NORTH-SOUTH] 1/4" = 1'-0" 03 ADU | SECTION [NORTH-SOUTH] 1/4" = 1'-0"4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A601 4/4/2018Plotted On: 4/4/2018 AS NOTED DETAILS ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 NOTE: 1. REFER TO SOILS REPORT FOR DETAILED INFORMATION REGARDING THE FOUNDATION WALL DRAIN (INCLUDING RETAINING WALLS) AND SLAB ON GRADE DRAIN SYSTEM. (AN UNDERDRAIN WILL BE REQUIRED.) 2. PER SOILS REPORT, GEOTECHNICAL ENGINEER TO BE PROVIDED WITH SITE GRADING PLANS FOR THEIR REVIEW PRIOR TO CONSTRUCTION. FREE DRAINAGE AGGREGATE (AND AGGREGATE DEPTH) PER SOILS REPORT UNDISTRURBED SOIL PER STRUCT. INTERIOR EXTERIOR W-1/2 F-1 SLIP JOINT WITH SEALANT FILTER FABRIC PREFABRICATED DRAINAGE COMPOSITE (MAT) INSTALL PER WATERPROOFING MANUFACTURERS RECOMMENDATION REFER TO WATERPROOFING MANUFACTURER FOR RECOMMENDED WATERPROOFING TERMINATION AT FOOTING. FOUNDATION DRAIN PER SOILS REPORT KEY AS REQUIRED PER STRUCT. PER FLOOR PLAN + STRUCT.TYP. FLOOR ASSEMBLY, RE: FLOOR PLANS7 1/4"5/8"EL. + RE: FLOOR PLAN INTERIOR 2x FRAMING WITH SOUND BATT INSULATION GWB WOOD BASEBOARD, REFER TO INTERIORS FOR WOOD SPECIES + FINISH, THICKNESS TO MATCH FACE OF WALL FINISH INTERIOR T.O. F.F. 'Z' REVEAL MOLDING BY FRY REGLET OR SIMILAR FACE OF WALL FINISHAND BASEBORDTO BE FLUSHINTERIOR EXTERIOR GWB FRAMING, RE: FLOOR PLANS SPRAY FOAM INSULATION (3" = R-21) #15 ASPHALTIC BUILDING PAPER (2 LAYERS) METAL FURRING STRIP BEYOND, REFER TO PANEL SUBCONTRACTOR FOR RECOMMENDED FURRING STRIP SPECIFICATIONS WOOD SIDING, RE: ELEVATIONS, REFER TO SUBCONTRACTOR FOR RECOMMENDED CONNECTOR SPECIFICATIONS (G.C. TO REVIEW LAYOUT WITH ARCHITECT PRIOR TO INSTALLATION) EXT. PLY SHEATHING PER STRUCT. CONFIRM RECOMMENDED GAP DIMENSION WITH G.C. PRIOR TO INSTALLATION NOTE: SPRAY FOAM INSULATION TO BE USED AT ALL EXTERIOR PLUMBING WALLS AND FLOORS, TOP OF FOUNDATION / BOTTOM FRAMING PLATE DETAIL, INSIDE TUBE STEEL AT EXTERIOR WALLS, AND AROUND ANY STEEL THAT IS BOTH INSIDE AND OUTSIDE OF BUILDING ENVELOPE. RE: STRUCT.4"RE: STRUCTW-3INT.EXT. CONCRETE FINISH WALL RIGID INSULATION (R-20 / MASS WALL) CONCRETE STRUCTURAL WALL WITH FINISHED EXTERIOR NOTE: EXTERIOR + INTERIOR FINISHES, CONCRETE TEXTURE, ETC. TO BE APPROVED BY ARCHITECT PER SAMPLES PROVIDED BY G.C. INTERIOR EXTERIOR BUILDING WRAP METAL SIDING, RE: ELEVATIONS NOTE: SPRAY FOAM INSULATION TO BE USED AT ALL EXTERIOR PLUMBING WALLS AND FLOORS, TOP OF FOUNDATION / BOTTOM FRAMING PLATE DETAIL, INSIDE TUBE STEEL AT EXTERIOR WALLS, AND AROUND ANY STEEL THAT IS BOTH INSIDE AND OUTSIDE OF BUILDING ENVELOPE. GWB FRAMING, RE: FLOOR PLANS SPRAY FOAM INSULATION (3" = R-21) EXT. PLY SHEATHING PER STRUCT.TYP. FLOOR ASSEMBLY, RE: FLOOR PLANS1" INTERIOR 2x4 FRAMING WITH SOUND BATT INSULATION, STAGGER STUDS GWB BASEBOARD DETAIL, RE: W-__ INTERIOR AIRSPACE RE: FLOOR PLAN INTERIOR EXTERIOR CONCRETE FINISH WALL GWB WOOD FRAMING, RE: FLOOR PLANS EXTERIOR GRADE PLY., RE: STRUCT. BUILDING WRAP / SEPARATION MATERIAL SPRAY FOAM INSULATION (3" = R-21) DRAINAGE MAT 2"EL. RE: FLOOR PLAN EL. RE: STRUCT. EXTERIOR W-2 TYP. FLOOR ASSEMBLY RE: FLOOR PLAN INTERIOR W-3 METAL FLASHING KERF CUT WITH EPOXY SEALANT PEBBLE FILL OVER FILTER FABRIC, RE: LANDSCAPE METAL EDGING, RE: LANDSCAPE LEDGER, RE: STRUCT. SPRAY FOAM FINISH GRADE PER CIVIL, SLOPED TO DRAIN INTERIOR SLOPE RE: CIVIL T.O. F.F. MAIN LEVEL T.O. PLY.2"EL. RE: FLOOR PLAN EL. RE: STRUCT. EXTERIOR W-2 TYP. FLOOR ASSEMBLY RE: FLOOR PLAN INTERIOR INTERIOR W-3 METAL FLASHING KERF CUT WITH EPOXY SEALANT PEBBLE FILL OVER FILTER FABRIC, RE: LANDSCAPE LEDGER, RE: STRUCT. SPRAY FOAM FINISH GRADE PER CIVIL, SLOPED TO DRAIN T.O. F.F. MAIN LEVEL T.O. PLY. SLOPE RE: CIVIL LOCATION PER FLOOR PLANS12" MIN.EL. RE: FLOOR PLAN EL. RE: STRUCT. EL. RE: RCPs EL. RE: STRUCT. EXTERIOR W-1 INTERIOR W-6 F-2 INTERIOR METAL CLIP AND DRIP EDGE DIAMOND PLATE BASEBOARD SEALANT EXTEND EPOXY FLOOR FINISH UP WALL 3" MIN. FINISH GRADE PER CIVIL, SLOPED TO DRAIN AGGREGATE FILL OVER FILTER FABRIC, RE: LANDSCAPE RIGID INSULATION SPRAY FOAM INSULATION (MIN. R-VALUE TO MATCH W-1 BATT INSUALTION R-VALUE) EXTEND TOP PLATE AND BATT INSULATION TO BOTTOM OF STEEL BEAMS FURRED DOWN CEILING WITH SOUND BATT INSULATION METAL SIDING T.O. F.F. MAIN LEVEL T.O. PLY. B.O. CLNG. FINISH T.O. CONC. WALLSLOPE RE: CIVIL METAL FLASHING RE: STRUCT.1'-0"W-2NOTES: 1. PROTECT EXTERIOR INSULATION PER IECC 2015 R303.2.1. 2. MINIMUM INSULATION FOR BASEMENT IS WALLS PER NOTE C OF IECC 2015 - TABLE R402.1.2. SURFACE CONDITIONER BY AMERICAN HYDROTECH Flex Flash FV BY AMERICAN HYDROTECH Monolithic Membrane 6125-FR BY AMERICAN HYDROTECH STYROFOAM (R-5 MIN.) BY AMERICAN HYDROTECH DRAINAGE MAT INTERIOREXTERIORGWB (AT INTERIOR , NOT AT CRAWLSPACE) ENGINEERED WOOD OR METAL FRAMING, RE: FLOOR PLAN, WITH BLOWN-IN OR BATT INSULATION [R-13 HOUSE / R-21 ADU] CONCRETE FOUNDATION WALL, RE: STRUCT. NOTES: 1. PROTECT EXTERIOR INSULATION PER IECC 2015 R303.2.1. 2. MINIMUM INSULATION FOR BASEMENT IS WALLS PER NOTE C OF IECC 2015 - TABLE R402.1.2. 3. HANGING BATT INSULATION AT CRAWLSPACE WITHOUT FRAMING IS ACCEPTABLE. [NOT DEPICTED ON FLOOR PLANS.] 4. CRAWLSPACE WILL BE CONDITIONED, REFER TO MECHANICAL DOCUMENTS FOR EXHAUST / AIR TRANSFER. 1/4" MIN. AIR GAP [NOT DEPICTED IN FLOOR PLAN DIMENSIONS] SURFACE CONDITIONER BY AMERICAN HYDROTECH Flex Flash FV BY AMERICAN HYDROTECH Monolithic Membrane 6125-FR BY AMERICAN HYDROTECH STYROFOAM (R-5 MIN.) BY AMERICAN HYDROTECH DRAINAGE MAT 01 TYPICAL FOUNDATION DETAIL 1 1/2"= 1'-0" 10 TYIPICAL INTERIOR WALL ASSEMBLY [W-7] 3" = 1'-0" 08 TYPICAL EXTERIOR FRAMED WALL w/ WOOD SIDING [W-5] 3" = 1'-0" 06 TYPICAL EXTERIOR CONCRETE FINISH WALL ASSEMBLY [W-2/3] 3" = 1'-0" 09 TYPICAL EXTERIOR FRAMED WALL w/ METAL SIDING [W-6] 3" = 1'-0" 11 TYPICAL INTERIOR ACOUSTIC WALL ASSEMBLY [W-8] 3" = 1'-0" 07 TYPICAL EXTERIOR CONCRETE WALL OVER FRAMING [W-4] 3" = 1'-0" 04 FOUNDATION WALL TRANSITION AT GARAGE 1 1/2"= 1'-0" 03 FOUNDATION WALL TRANSITION AT FINISH FLOOR ABOVE GRADE 1 1/2"= 1'-0" 02 FOUNDATION WALL TRANSITION AT FINISH FLOOR AT GRADE 1 1/2"= 1'-0" 05 TYPICAL FOUNDATION WALL [W-1] 3" = 1'-0" 4/5/2018 REScheck calls for R-20 cavity insulation. Detail 5/A601 shows R-13 for the house. Revise one or the other so that they correlate. DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A602 4/4/2018Plotted On: 4/4/2018 AS NOTED DETAILS ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 EL. RE: STRUCT. EL. RE: FLOOR PLAN COMPACTED AGGREGATE FILL COMPACTED STRUCTURAL FILL OR UNDISTURBED NATURAL SOIL PER SOILS REPORT TERRACE FINISH MATERIAL, RE: LANDSCAPE (WHERE APPLICABLE) CONCRETE SLAB PER STRUCT. WITH RADIANT HEAT PER MECH. 2" RIGID INSULATION (R-10) RE: LANDSCAPE VAPOR BARRIER T.O. CONC. SLAB [OR FINISH WHERE APPLICABLE] T.O. F.F. LOWER LEVEL EL. RE: STRUCT. COMPACTED GRAVEL FILL, RE: STRUCT. / SOILS REPORT COMPACTED STRUCTURAL FILL OR UNDISTURBED NATURAL SOIL PER SOILS REPORT VIPER CS OR SIMILAR VAPOR BARRIER CONCRETE SLAB, RE: STRUCT. 2" RIGID INSULATION (MIN. R-10) NOTE: INSTALL UNDER SLAB DRAIN SYSTEM PER SOILS REPORT. T.O. CONC. SLAB [CRAWLSPACE] EL. RE: STRUCT. EL. RE: FLOOR PLAN CONCRETE STRUCTURAL SLAB OVER STEEL PAN, RE: STRUCT. STEEL BEAM, RE: STRUCT WITH SPRAY FOAM INSULATION (R-38) GWB AT INTERIOR SPACE SMART BARRIER OR SIMILAR CONCRETE TOPPING SLAB WITH RADIANT, RE: STRUCT. NOTE: WATERPROOFING SYSTEM TO BE AMERICAN HYDROTECH. INSTALL PER MANUFACTURERS RECOMMENDATIONS. G.C. TO APPROVE OR PROPOSE ALTERNATIVE TO ARCHITECT PER SUB-CONTRACTORS RECOMMENDATIONS. WATERPROOFING ASSEMBLY PER NOTE BELOW RIGID INSULATION SLOPE TO DRAIN EPOXY FINISH, RE: INTERIORS APPROVED SUBSTRATE BY "AMERICAN HYDROTECH" T.O. CONC. T.O. GARAGE CONC.3"ADU HOUSE EL. RE: FLOOR PLAN EL. RE: STRUCT. F-5 F-4 F-3 F3-WOOD FLOOR ASSEMBLY -WOOD FINISH FLOOR, RE: INTERIOR SPECIFICATIONS -WOOD SLEEPERS OR PLY. AS REQUIRED [NOT SHOWN] -1 1/2" GYP-CRETE TOPPING WITH RADIANT HEAT -PLYWOOD SHEATHING, RE: STRUCT. -FLOOR JOISTS, RE: STRUCT. F4-TILE OR STONE FLOOR ASSEMBLY -TILE OR STONE (REFER TO FINISH FLOOR PLANS) OVER MORTAR, RE: INTERIOR SPECIFICATIONS -GYP-CRETE TOPPING WITH RADIANT HEAT -PLYWOOD SHEATHING, RE: STRUCT. -FLOOR JOISTS, RE: STRUCT. F5-CARPET FLOOR ASSEMBLY -CARPET OVER PAD, RE: INTERIOR SPECIFICATIONS (ASSUME 3/4" BELOW F.F. FOR CARPET AND PAD) -2 1/4" GYP-CRETE TOPPING WITH RADIANT HEAT -PLYWOOD SHEATHING, RE: STRUCT. -FLOOR JOISTS, RE: STRUCT. NOTES: 1. G.C. TO VERIFY FINISH FLOOR MATERIAL DEPTH WITH FINAL INTERIOR SPECIFICATIONS PRIOR TO INSTALLING GYP-CRETE FLOOR. 2. INSTALL R-30 BATT INSULATION AT MAIN LEVEL FLOOR ASSEMBLY. SMART BARRIER OR SIMILAR AT CRAWL SPACE F-6SAW CUT, RE: ARCHITECT F6-CONCRETE FLOOR ASSEMBLY -CONCRETE TOPPING WITH RADIANT HEAT, RE: INTERIORS FOR FINISH -PLYWOOD SHEATHING, RE: STRUCT. -FLOOR JOISTS, RE: STRUCT. [G.C. TO REQUEST SAW CUT LAYOUT FROM ARCHITECT PRIOR TO POURING CONCRETE] INSULATION: 1. SPRAY FOAM [R-24] 2. MINERAL FIBER INSULATION [R-25] [R-49 TOTAL] INSULATION: 1. SOUND BATT [R-38] T.O. F.F. T.O. PLY. EL. RE: STRUCT. METAL FLASHING, INTEGRATE INTO CONCRETE POUR EXPANSION JOINT (ILLUSTRATED LARGER FOR CLARITY) DRIVEWAY CONCRETE SLAB WITH SNOWMELT, RE: CIVIL + STRUCT. TRENCH DRAIN WITH HEAT TAPE, RE: CIVIL COMPACTED AGGREGATE, RE: STRUCT. WATERPROOFING PER TYPICAL LOWER LEVEL CEILING ASSEMBLY, CONTINUE DOWN CONCRETE WALL PER MANUFACTURERS RECOMMENDATIONS TAPERED RIGED INSULATION CONCRETE FOUNDATION, RE: STRUCT. COMPACTED STRUCTURAL FILL PER SOILS REPORT CONCRETE OVER STEEL PAN, RE: STRUCT. DRIVEWAY CONCRETE SLAB WITH RADIANT HEAT, RE: CIVIL + STRUCT. SLOPE TO DRAIN RE: CIVIL EXTERIOR T.O. CONC. TOPPING EL. RE: STRUCT. EXTERIOR WATERPROOFING ASSEMBLY PER R-__ CONCRETE OVER STEEL PAN, RE: STRUCT. CONCRETE FOUNDATION WALL, RE: STRUCT. SPRAY FOAM [R-42] W-1 TAPERED RIGID INSULATION CONTINUOUS WATERPROOFING METAL BLOCKING WITH RIGID INSULATION Flex Flash F BY AMERICAN HYDROTECH FOLD Monolithic Membrane 6125-FR BY AMERICAN HYDROTECH OVER SURFACE FOLD Hydroflex BY AMERICAN HYDROTECH DOWN WALL FINISH FILL MATERIAL, RE: LANDSCAPE T.O. CONC. TOPPING TYP. FLOOR ASSEMBLYEL. RE: STRUCT. EL. RE: FLOOR PLAN EL. RE: STRUCT. WINDOW, RE: WINDOW SCHEDULE METAL FLASHING SEALANT SETTING MASTIC FOLD SELF-ADHERED FLASHING AND PROVIDE END DAMS CONTINUOUS BEAD OF SEALANT FINISH FILL MATERIAL, RE: LANDSCAPE LEDGER, RE: STRUCT. STEEL BEAM, RE: STRUCT. CONCRETE OVER STEEL PAN, RE: STRUCT. SPRAY FOAM [R-42] CONTINUOUS WATERPROOFING SELF-ADHERED FLASHING RIGID INSULATION [R-8] WATERPROOFING PER R-__ ASSEMBLY, FOLD UP WALL AND TERMINATE PER MANUFACTURER'S RECOMMENDATIONS APPROVED SUBSTRATE BY "AMERICAN HYDROTECH" T.O. CONC. TOPPING T.O. F.F. GARAGE LEVEL T.O. PLY. 8" - 12" MIN.2 3/8"EL. RE: STRUCT. EL. RE: STRUCT. EL. RE: FLOOR PLAN F-4 SHOWER BATHROOM 1/4" : 12" [MIN.] SLOPE FRAMING PER STRUCTURAL PLY PER STRUCTURAL SINGLE-PLY WATERPROOF MEMBRANE TO COVER SHOWER FLOOR AND UP WALLS SHEET WATERPROOFING AT EDGES, CORNERS, ETC.MIN.GLASS SHOWER DOOR BLOCKING FOR BACK DAM STEP CONC. & FINISH @ DOOR THRESHOLD SLOPE FINISH FLOOR TO DRAIN T.O. PLY MAIN LEVEL T.O. PLY SHOWER T.O. F.F. MAIN LEVEL 1'DRAIN TILE LOOP MIN. 3" DIAMETER PER IRC POLYETHYLENE SHEATHING UNDER SLAB PER IRC 12" MINIMUM EXTENSION @ ROOF (PROVIDE POWER VENT WHERE NECESSARY) NOTE: 1. RADON SYSTEM TO BE DESIGNED IN ACCORDANCE WITH IRC APPENDIX F- PASSIVE SUB SLAB DEPRESSURIZATION SYSTEM DRAWING PROVIDED FOR SCHEMATIC SYSTEM OPERATION ONLY 2. CONTRACTOR/INSTALLER TO COMPLY WITH ALL NECESSARY REQUIREMENTS 3. POLYURETHANE CAULK OR EQUIV. SEALANT TO BE USED TO SEAL ALL SLAB PENETRATIONS 4. SEAL ALL JOINTS IN CONCRETE WITH SEALANT PER IRC MIN 4" CLEAN AGGREGATE PER IRC 01 TYPICAL TERRACE ASSEMBLY [F-0] 3" = 1'-0" 02 TYPICAL CRAWLSPACE SLAB ON GRADE ASSEMBLY [F-1] 3" = 1'-0" 03 TYPICAL GARAGE FLOOR ASSEBMLY [F-2] 3" = 1'-0" 04 TYPICAL FLOOR ASSEMBLIES 3" = 1'-0" 07 FOUNDATION / DRIVEWAY TRANSITION 3" = 1'-0"05 EXTERIOR SLAB UNDER GRADE 3" = 1'-0" 06 SLAB UNDER GRADE @ WINDOW 3" = 1'-0" 12 SHOWER THRESHOLD DETAIL 3" = 1'-0" 08 TYPICAL RADON MITIGATION DETAIL / DIAGRAM 1/4" = 1'-0" 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A603 4/4/2018Plotted On: 4/4/2018 AS NOTED DETAILS ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 INTERIOR SLOPE PER ROOF PLANR-2 W-5 EXT. PER ROOFING SUBCONTRACTOR'S RECOMMENDATION (3/4" MIN. ABOVE ROOF) METAL STOP METAL FLASHING SELF-ADHERED FLASHING Flex Flash UN BY AMERICAN HYDROTECH NOTE: FOLD WATERPROOFING SYSTEM OVER FACADE AND TERMINATE PER MANUFACTURERS RECOMMENDATIONS. RIM JOIST, RE: STRUCT. INTERIOR SLOPE PER ROOF PLANR-2 W-5 EXT. METAL FLASHING / STOP METAL FLASHING SELF-ADHERED FLASHING Flex Flash UN BY AMERICAN HYDROTECH NOTE: FOLD WATERPROOFING SYSTEM OVER FACADE AND TERMINATE PER MANUFACTURERS RECOMMENDATIONS. RIM JOIST, RE: STRUCT. METAL SQUARE GUTTER AS REQUIRED (WITH HEAT TAPE), RE: ROOF PLAN RE: ROOF PLAN 12 EXTERIOR INTERIOR SMART BARRIER OR SIMILAR PLYWOOD SHEATHING, RE: STRUCT. SPRAY FOAM INSULATION (R-38) ROOF JOISTS, RE: STRUCT. GWB, REFER TO RCP'S AND INTERIORS FOR CEILING FINISH NOTE: 1. DETAIL ILLUSTRATED PER Sarnfil MEMBBRANE ROOF WITH "Decor Profile" PROVIDING A CLASS 'A' ASSEMBLY. 2. ROOF INSULATION TO BE INSTALLED PER IECC 2015 - R303.1.1.1. R-49 IS MINIMUM VALUE PER TABLE R402.1.2. BATT INSULATION (R-19) MEMBRANE ROOF WITH STANDING SEAM PROFILE [TOTAL: R-57]2 3/8"EXTERIOR INTERIOR SMART BARRIER OR SIMILAR Hydroflex BY AMERICAN HYDROTECH PLYWOOD SHEATHING, RE: STRUCT. SPRAY FOAM INSULATION (R-38) ROOF JOISTS, RE: STRUCT. GWB, REFER TO RCP'S FOR CEILING FINISH NOTE: 1.ROOF INSULATION TO BE INSTALLED PER IECC 2009 - 303.1.1.1. R-49 IS MINIMUM VALUE PER TABLE 402.1.1. BATT INSULATION (R-19) Monolithic Membrane 6125-FR BY AMERICAN HYDROTECH DensDeck PRIME ROOF BOARD Hydroguard BY AMERICAN HYDROTECH SLOPE RE: ROOF PLAN [TOTAL: R-57] 6" MIN.6" MIN.RE: ROOF PLAN 12 EXTERIOR INTERIOR PER ROOFING SUBCONTRACTOR'S RECOMMENDATION (3/4" MIN.) 6" [APPROX. TOTAL EXPOSED FLASHING] SINGLE-PLY TPO METAL FLASHING METAL FLASHING SELF-ADHERED FLASHING QUICK SEAM TPO GRACE Ice & Water Shield BUILDING WRAP BEAM, RE: STRUCT. R-1 SELF-ADHERED FLASHING METAL FLASHING WITH DRIP EDGE PLY., RE: STRUCT. METAL FLASHING CLIP WINDOW, RE: WINDOW SCHEDULE SETTING MASTIC HEAT TAPE, RE: ROOF PLAN R-2TYPICAL WALL ASSEMBLY EXTERIOR INTERIOR Flex Flash FV BY AMERICAN HYDROTECH SURFACE CONDITIONER BY AMERICAN HYDROTECH Monolithic Membrane 6125-FR BY AMERICAN HYDROTECH METAL SIDING / FLASHING BEAM, RE: STRUCT.R-1PER MANUFACTURER PER MANUFACTURER TYPICAL WALL ASSEMBLY EXTERIOR INTERIOR Flex Flash FV BY AMERICAN HYDROTECH SURFACE CONDITIONER BY AMERICAN HYDROTECH APPROVED SUBSTRATE BY AMERICAN HYDROTECH [DENSDECK OR SIMILAR] Monolithic Membrane 6125-FR BY AMERICAN HYDROTECH METAL SIDING / FLASHING BEAM, RE: STRUCT. GRACE Ice & Water Shield FINISHROOFING MEMBRANE, FOLD OVER EAVE METAL FLASHING QUICK SEAM MEMBRANE PER ROOFING SUBCONTRACTOR'S RECOMMENDATION (3/4" MIN.) PER MANUF.PER MANUF. RE: ROOF PLAN 12 EXTERIOR INTERIOR PER ROOFING SUBCONTRACTOR'S RECOMMENDATION, G.C. TO VERIFY WITH ARCHITECT STEEL BEAM, RE: STRUCT. 2x BLOCKING SEALANT QUICK SEAM TPO SINGLE-PLY TPO WITH APPLIED STANDING SEAMS SELF-ADHERED FLASHING WINDOW, RE: SCHEDULE NOTE: FOLD WATERPROOFING SYSTEM OVER FACADE AND TERMINATE PER MANUFACTURERS RECOMMENDATIONS. METAL FLASHING 03 TYPICAL FLAT ROOF EAVE 3" = 1'-0" 04 TYPICAL FLAT ROOF EAVE WITH GUTTER 3" = 1'-0" 01 TYPICAL SLOPED ROOF ASSEMBLY [R-1] 3" = 1'-0" 02 TYPICAL FLAT ROOF ASSEMBLY [R-2] 3" = 1'-0" 10 GUTTER DETAIL AT SLOPED ROOF 3" = 1'-0" 05 FLAT ROOF / WALL TRANSITION 3" = 1'-0" 09 SLOPED ROOF / WALL TRANSITION 3" = 1'-0" 06 TYPICAL SLOPED ROOF EAVE 3" = 1'-0" 4/5/2018 As REScheck has been provided for energy code compliance. Remove all plan references to the prescriptive table R402.1.2 because insulation values must comply with the REScheck. DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A604 4/4/2018Plotted On: 4/4/2018 AS NOTED DETAILS ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018RE: R-2EXTERIOR INTERIOR SLOPE RE: FLOOR PLAN PLY., RE: STRUCT. Hydroflex BY AMERICAN HYDROTECH Monolithic Membrane 6125-FR BY AMERICAN HYDROTECH Hydrodrain BY AMERICAN HYDROTECH STONE TILE OVER MORTAR (WITH SNOWMELT), PROVIDE TWO COATS OF SEALANT RIGID INSULATION AS REQUIRED PER STRUCTURAL DOCUMENTS VISQUEEN OR SIMILAR NOTE: REFER TO WATERPROOFING MANUFACTURER FOR INSTALLATION REQUIREMENTS TYPICAL FLOOR ASSEMBLYTYPICAL DECK ASSEMBLYEL. RE: FLOOR PLAN EL. RE: FLOOR PLAN INTERIOR INTERIOR EXTERIOR SLIDING DOOR, RE: DOOR SCHEDULE METAL FLASHING BEAM, RE: STRUCT. WOOD BLOCKING BITUTHENE WRAP HYDROTECH WATERPROOFING UP TO DOOR THRESHOLD PER MANUFACTURER'S RECOMMENDATIONS SETTING MASTIC AND SHIM SPACE T.O. DECK T.O. F.F.TYPICAL FLOOR ASSEMBLYTYPICAL DECK ASSEMBLYEL. RE: FLOOR PLAN EL. RE: FLOOR PLAN INTERIOR INTERIOR EXTERIOR SLIDING DOOR, RE: DOOR SCHEDULE METAL FLASHING BEAM, RE: STRUCT. WOOD BLOCKING BITUTHENE WRAP HYDROTECH WATERPROOFING UP TO DOOR THRESHOLD PER MANUFACTURER'S RECOMMENDATIONS SETTING MASTIC AND SHIM SPACE METAL J-CLOSURE WITH CLIP METAL SOFFIT SELF-ADHERED FLASHING PLY. EXTERIOR T.O. DECK T.O. F.F.TYPICAL DECK ASSEMBLYEXTERIOR SLOPE RE: ROOF PLAN WOOD BLOCKING METAL FLASHING WITH DRIP EDGE SELF-ADHERED FLASHING METAL J-CLOSURE WITH CLIP METAL SOFFIT 'Z' REVEAL MOLDING BY FRY REGLET OR SIMILAR GWB, RE: RCP EXTERIOR INTERIOR 09 TYPICAL DECK ASSEBMBLY 3" = 1'-0" 10 FLOOR / DECK TRANSISTION OVER INTERIOR SPACE 3" = 1'-0" 11 FLOOR DECK TRANSITION AT EXTERIOR 3" = 1'-0" 12 INT / EXT TRANSITION BELOW DECK 3" = 1'-0" 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A701 4/4/2018Plotted On: 4/4/2018 AS NOTED STAIR PLANS ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 3"3'-11 1/2"1'-6"9'-0"4'-4 1/16" EL. 88'-0" [7768.00'] 2 LK T.O. F.F. LOWER LEVEL GUARDRAIL PER 2015 IRC R312 1 1/2"x1 1/2" HANDRAIL 3'-0" ABOVE TREAD NOSING [DASHED FOR CLARITY], PER 2015 IRC 311.7.8 TREADS AND RISERS PER 2015 IRC R311.7.5 001 STAIR #1 10 R @ 6 7/16" 9 T @ 12" 1 OUTDOOR PATIO002 FAMILY ROOM UP LINE OF FURRED WALL BELOW DUCT, RE: MECHANICAL.23456789101W-1 3"4'-0"6 1/2"3'-11 1/2"1'-6"EL. 100'-0" [7780.00']EL. 94'-3 1/2" [7774.30'] 2 LK T.O. F.F. MAIN LEVEL T.O. LANDING F.F. DN RE: 01 / A701 TREADS AND RISERS PER 2015 IRC R311.7.4 100 ENTRY 10 R @ 6 7/16" 11 T @ 12" 1 103 DINING DN 102 LIVING ROOM DUCT, RE: MECHANICAL. GUARDRAIL PER 2015 IRC R312 1 1/2"x1 1/2" HANDRAIL 3'-0" ABOVE TREAD NOSING [DASHED FOR CLARITY], PER 2015 IRC 311.7.8 191817161514131211DS DS W-3 01 LOWER LEVEL ENTRY STAIR PLAN 1/2" = 1'-0" 02 MAIN LEVEL ENTRY STAIR PLAN 1/2" = 1'-0" NOTES: 1. FRAMING IS DEPICTED FOR ILLUSTRATION PURPOSES ONLY, REFER TO STRUCTURAL DOCUMENTS FOR FRAMING REQUIREMENTS, TYPICAL. 2. G.C. TO PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION. 3. G.C. TO PROVIDE ARCHITECT AND INTERIOR DESIGNER WITH STEEL FINISH AND TREAD SAMPLES PRIOR TO FABRICATION. 4. REFER TO STRUCTURAL ENGINEER DOCUMENTS FOR STRUCTURAL REQUIREMENTS. 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A702 4/4/2018Plotted On: 4/4/2018 AS NOTED STAIR PLANS ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 11'-6 1/2"8'-7"10'-0"4'-0"6 1/2"3'-11 1/2"1'-6"EL. 95'-3" [7782.50']EL. 114'-3" [7794.25'] FE T.O. LANDING F.F.T.O. F.F. UPPER LEVEL RE: 02 / A702 GUARDRAIL PER 2015 IRC R312 1 1/2"x1 1/2" HANDRAIL 3'-0" ABOVE TREAD NOSING [DASHED FOR CLARITY], PER 2015 IRC 311.7.7 TREADS AND RISERS PER 2015 IRC R311.7.4 207 STAIR #2 12 R @ 6 7/16" 11 T @ 12" 1 GUARDRAIL PER 2015 IRC R312201 HALL D DN37363534 DN 393840414243442 4'-1"11'4'-1 1/2"10'4'6 1/2"3'-11 1/2"1'-6"EL. 95'-3" [7782.50']EL. 102'-6" [7782.5'] 2 FD T.O. LANDING F.F. UP GUARDRAIL PER 2015 IRC R312 1 1/2"x1 1/2" HANDRAIL 3'-0" ABOVE TREAD NOSING [DASHED FOR CLARITY], PER 2015 IRC 311.7.7 TREADS AND RISERS PER 2015 IRC R311.7.4 12 R @ 6 1/8" 11 T @ 12" 1 107 STAIR #2 DN 114 MUDROOM E RE: 01 / A702 T.O. F.F. GARAGE LEVEL 242526272829303132233321201918173736352234UP 11'-6 1/2"8'-7"10'-0"4'-0"6 1/2"3'-11 1/2"1'-6"EL. 88'-0" [7768.00'] 2 FE T.O. F.F. LOWER LEVEL UP GUARDRAIL PER 2015 IRC R312 1 1/2"x1 1/2" HANDRAIL 3'-0" ABOVE TREAD NOSING [DASHED FOR CLARITY], PER 2015 IRC 311.7.7 007 STAIR #2 12 R @ 7 1/4" 11 T @ 12" 1 GUARDRAIL PER 2015 IRC R312 011 HALL D UP 2345678910111DOOR TO STORAGE BELOW STORAGE W-2 W-1 03 UPPER LEVEL STAIR #2 PLAN 1/2" = 1'-0" 02 MAIN LEVEL STAIR #2 PLAN 1/2" = 1'-0" 01 LOWER LEVEL STAIR #2 PLAN 1/2" = 1'-0" NOTES: 1. FRAMING IS DEPICTED FOR ILLUSTRATION PURPOSES ONLY, REFER TO STRUCTURAL DOCUMENTS FOR FRAMING REQUIREMENTS, TYPICAL. 2. G.C. TO PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION. 3. G.C. TO PROVIDE ARCHITECT AND INTERIOR DESIGNER WITH STEEL FINISH AND TREAD SAMPLES PRIOR TO FABRICATION. 4. REFER TO STRUCTURAL ENGINEER DOCUMENTS FOR STRUCTURAL REQUIREMENTS. 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A703 4/4/2018Plotted On: 4/4/2018 AS NOTED FIREPLACE PLANS ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 RE: FLOOR PLANS / STRUCTURAL RE: FLOOR PLAN / STRUCT. 7'2'-0 3/4" MIN.RE: FLOOR PLAN / STRUCT.RE: FLOOR PLAN / STRUCT.2'-2"8"M LIVING ROOM 102 NOTES: 1. GC TO PROVIDE GAS SUPPLY FOR GAS LOG APPLIANCE. 2. REFER TO MANUFACTURER RECOMMENDATIONS FOR INSTALLATION REQUIREMENTS AND SETBACKS TO COMBUSTIBLES. 3. REFER TO INTERIOR DESIGNER FOR FINAL APPROVED FINISHES PRIOR TO FABRICATION. 4. FRAMING IS DEPICTED FOR ILLUSTRATION PURPOSES ONLY, REFER TO STRUCTURAL DOCUMENTS FOR FRAMING REQUIREMENTS, TYPICAL. 5. G.C. TO PROVIDE INTERIOR DESIGNER AND ARCHITECT SHOP DRAWINGS FOR FINAL DESIGN APPROVAL. EXTERIOR FINISH, RE: ELEVATIONS OUTLINE OF METAL, RE: INTERIORS (TYP.) SPARKS [MODEL 19E 6ft] GAS LOG INSERT FIREPLACE APPLIANCE METAL FLUE ABOVE TO TERMINATE ABOVE ROOF PER MANUFACTURERS REQUIREMENTS CONCRETE WALL, RE: STRUCTURAL RIGID INSULATION [R-21] [NON COMBUSTIBLE] CEMENT BOARD 3 6'-10 1/4" MIN. CONCRETE HEARTH SLAB BELOW 9 1/2"4'-4"9 1/2" 3 1/2"3 1/2"3 3/4"2'-9"3 1/2"4 MASTER BEDROOM 202 NOTES: 1. GC TO PROVIDE GAS SUPPLY FOR APPLIANCE. 2. REFER TO MANUFACTURER RECOMMENDATIONS FOR INSTALLATION REQUIREMENTS AND SETBACKS TO COMBUSTIBLES. 3. REFER TO INTERIOR DESIGNER FOR FINAL APPROVED FINISHES PRIOR TO FABRICATION. 4. FRAMING IS DEPICTED FOR ILLUSTRATION PURPOSES ONLY, REFER TO STRUCTURAL DOCUMENTS FOR FRAMING REQUIREMENTS, TYPICAL. 5. G.C. TO PROVIDE INTERIOR DESIGNER AND ARCHITECT SHOP DRAWINGS FOR FINAL DESIGN APPROVAL. *ADU LIVING ROOM [A-11] FIREPLACE TO BE SIMILAR. REFER TO FLOOR PLAN FOR DIMENSIONS AND INTERIOR DESIGNER FOR FINAL FINISHES. TYPICAL WALL ASSEMBLY WITH WINDOWS ABOVE, RE: ELEVATIONS FOR FINISH OUTLINE OF GWB, RE: INTERIORS FOR WALL FINISH OUTLINE OF CEMENT BOARD OUTLINE OF FINISH, RE: INTERIORS (TYP.) 3/4" STEEL PLATE (V.I.F.) MONTIGO L52DF DIRECT VENT GAS FIREPLACE APPLIANCE METAL FLUE ABOVE TO TERMINATE ABOVE ROOF PER MANUFACTURERS REQUIREMENTS D C 01 ENLARGED PLAN | LIVING ROOM FIREPLACE 1/2" = 1'-0" 02 ENLARGED PLAN | MASTER BEDROOM FIREPLACE 1/2" = 1'-0" N N 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A801 4/5/2018Plotted On: 4/5/2018 AS NOTED WINDOW SCHEDULE ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 WINDOW SCHEDULE MARK 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 Quantity 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SIZE WIDTH 13'-1 1/2" 3'-0" 7'-3" 15'-4" 3'-0" 2'-11" 2'-11" 13'-1 1/2" 12'-3" 12'-3" 12'-10 1/4" 8'-6" 8'-3 1/2" 8'-3 1/4" 8'-0" 8'-0" 8'-3 1/4" 8'-3 1/4" 14'-8" 3'-3 3/4" 4'-1" 7'-3" 2'-2" 2'-2" 10'-10 1/4" 10'-10 1/4" 12'-6" 12'-6" 12'-3" 12'-3" 12'-0 1/2" 8'-11 1/2" 8'-11 1/2" 7'-3" 1'-6" 7'-6" 2'-2 1/2" 5'-7 1/2" 1'-7 1/2" 7'-6" 11'-1 1/2" 14'-9" 14'-9" 6'-4" 6'-4" 17'-0" 17'-0" 4'-6 1/2" 4'-6 1/2" 14'-1" 5'-6 1/4" 6'-0" 4'-0" 0'-9" 0'-9" 7'-1" 7'-6" 17'-0" 15'-10" 19'-3 1/2" 0'-9" 0'-9" 0'-9" 5'-0 1/2" 5'-0 1/2" HEIGHT 5'-9" 10'-0" 10'-0" 1'-6" 10'-6" 9'-6" 9'-6" 1'-5 1/2" 1'-5 1/2" 1'-5 1/2" 1'-5 1/2" 15'-0" 11'-10" 2'-0 7/8" 3'-10" 2'-5 7/8" 11'-10" 2'-11" 10'-6" 10'-6" 8'-4" 8'-4" 11'-10" 2'-11" 11'-10" 2'-11" 11'-10" 2'-11" 11'-10" 2'-11" 2'-11" 2'-11" 10'-6" 10'-6" 10'-6" 7'-6" 8'-0" 1'-2" 10'-8" 1'-5 5/8" 2'-0 3/4" 6'-8" 2'-1" 6'-8" 2'-1" 6'-8" 2'-1" 6'-8" 2'-0 3/4" 2'-1 1/2" 1'-4 1/2" 1'-6" 1'-6" 8'-6" 8'-6" 1'-6" 1'-6" 1'-0" 1'-0" 1'-0" 8'-6" 8'-6" 8'-6" 8'-0" 8'-6" TYPE --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- GLAZING LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E NOTES TRAPEZOID TRAPEZOID TRAPEZOID TRAPEZOID TRAPEZOID TRAPEZOID TRAPEZOID TRAPEZOID WINDOW SCHEDULE MARK Quantity SIZE WIDTH HEIGHT TYPE GLAZING NOTES A-1 A-2 A-3 A-4 A-5 A-6 A-7 A-8 A-9 A-10 A-11 A-12 A-13 A-14 A-15 A-16 A-17 A-18 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 12'-7" 3'-0" 0'-10" 3'-10" 2'-9 1/2" 5'-11" 2'-9 1/2" 11'-6" 10'-10 3/4" 10'-10 3/4" 10'-10 3/4" 10'-10 3/4" 2'-10" 2'-10" 2'-10" 4'-10 1/2" 11'-11 1/2" 4'-10 1/2" 1'-6" 7'-4 3/4" 8'-11" 8'-10" 10'-11 1/2" 7'-0" 10'-11 1/2" 2'-0" 10'-11 1/2" 2'-0" 10'-11 1/2" 2'-0" 10'-11 1/2" 2'-0" 10'-11 1/2" 10'-11 1/2" 2'-0" 1'-4 1/2" --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E LOW E TRAPEZOID TRAPEZOID TRAPEZOID GENERAL NOTES: 1. ALL OVERALL DIMENSIONS ARE ROUGH OPENING DIMENSIONS. 2. WINDOW MANUFACTURER TO PROVIDE TEMPERED GLASS PER CODE. 3. ALL OPERABLE WINDOWS TO HAVE SCREENS. 4. ALL OPERABLE WINDOWS 8'-0" ABOVE FINISH FLOOR TO RECEIVE MOTOR. 5. WINDOWS AT WET AREAS TO RECEIVE MARINE GRADE SEALANT ON INTERIOR. 6. ALL WINDOWS TO BE EITHER DOUBLE OR TRIPLE PANE CARDINAL 366 LOW E3. REFER TO SCHEDULE/ AND OR ELEVATIONS FOR TRIPLE PANE LOCATIONS. ALL WINDOWS TO HAVE A MAXIMUM U-VALUE OF .32. LEGEND T = TEMPERED E = EGRESS 3 = TRIPLE PANE GLAZING V.I.F. = VERIFY DIMENSIONS IN FIELD V.I.F. V.I.F. V.I.F. V.I.F. V.I.F. V.I.F. V.I.F. | ADU V.I.F. V.I.F. V.I.F. V.I.F. 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A802 4/5/2018Plotted On: 4/5/2018 AS NOTED DOOR SCHEDULE ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 NEW DOOR SCHEDULE MARK 001A 002A 002B 002C 003A 006A 008A 009A 012A 013A 014B 016A 017A 018A 018B 019A 019B 020A 021A 100A SIZE W 3'-0" 24'-4 1/2" 11'-10 1/4" 4'-0" 3'-0" 2'-8" 3'-0" 3'-7 1/2" 2'-8" 2'-8" 7'-1" 2'-8" 2'-8" 3'-0" 7'-1" 2'-8" 2'-8" 2'-8" 3'-0" 6'-0" HT 8'-3" 10'-5" 10'-5" 8'-0" 8'-3" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-3" 8'-0" 8'-0" 8'-0" 8'-3" 8'-0" 8'-0" 8'-0" 8'-0" 9'-5" TYPE MATERIAL --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- FINISH HARDWARE FIRE RATING 20 MIN. NOTES BY WINDOW MANUFACTURER BY WINDOW MANUFACTURER / 3 PANEL LIFT + SLIDE BY WINDOW MANUFACTURER / 1 PANEL LIFT + SLIDE POCKET BY WINDOW MANUFACTURER SELF CLOSING HARDWARE REQUIRED BY WINDOW MANUFACTURER / 2 PANEL LIFT + SLIDE BY WINDOW MANUFACTURER / 2 PANEL LIFT + SLIDE BY WINDOW MANUFACTURER / PIVOT DOOR 108A 109A 111A 111B 112A 113A 114A 116A 116B 116C 201A 202A 202B 203A 203B 204A 3'-0" 3'-0" 11'-10 1/2" 7'-10" 3'-0" 4'-0" 3'-0" 18'-0" 9'-0" 3'-0" 3'-0" 4'-7" 9'-4" 4'-0" 4'-0" 2'-8" 8'-0" 8'-0" 10'-6" 10'-5" 8'-0" 10'-5" 8'-0" 9'-0" 9'-0" 8'-0" 7'-11" 8'-0" 10'-7" 10'-6" 10'-6" 8'-5" --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- 20 MIN. BY WINDOW MANUFACTURER / 2 PANEL LIFT + SLIDE BY WINDOW MANUFACTURER / 2 PANEL LIFT + SLIDE PIVOT SELF CLOSING HARDWARE REQUIRED PROVIDE MOTORIZED GARAGE DOOR OPENER BY LiftMaster OR SIMILAR PROVIDE MOTORIZED GARAGE DOOR OPENER BY LiftMaster OR SIMILAR BY WINDOW MANUFACTURER FRENCH DOORS BY WINDOW MANUFACTURER / 2 PANEL LIFT + SLIDE PIVOT PIVOT A01A A10A A10B A13A A14A A15A A16A A17A 5'-0" 3'-0" 3'-0" 3'-10" 3'-0" 3'-0" 2'-8" 2'-8" 8'-0" 8'-10" 8'-10" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" --- --- --- --- --- --- --- --- BY WINDOW MANUFACTURER BY WINDOW MANUFACTURER NEW DOOR SCHEDULE MARK SIZE W HT TYPE MATERIAL FINISH HARDWARE FIRE RATING NOTES GENERAL NOTES: 1. PROVIDE INSECT SCREENS FOR ALL EXTERIOR DOORS. 2. G.C. AND DOOR MANUFACTURER TO PROVIDE TEMPERED GLASS PER CODE. 3. DOOR 116A AND 116B TO HAVE MOTORIZED GARAGE DOOR OPENER. 4. GARAGE DOOR BRACKETS TO BE CUSTOM, FABRICATED FROM STEEL PLATE, AND FINISHED MATTE BLACK. | ADULOWER LEVELENTRY LEVELUPPERLEVELENTRY LEVELLOWER LEVEL4/5/2018 Door A14A at the ADU laundry requires atleast 100 square inch opening for makeup air. 2015 IMC 504.6 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A803 4/4/2018Plotted On: 4/4/2018 AS NOTED WINDOW DETAILS ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 EXTERIOR W-6 R.O. INTERIOR WINDOW, RE: WINDOW SCHEDULE REFER TO 'WATER MANAGEMENT GUIDE' BY BUILDING SCIENCE PRESS, INC. FOR BUILDING WRAP AND FLASHING RECOMENDATIONS AT ALL WINDOW OPENINGS. REFER TO DUPONT TYVEK STUCCO - FLANGED WINDOW DETAILS WITH STRAIGHTFLASH AT STUCCO FINISH. SILL CASING, RE: INT. (TYPICAL) BUILDING WRAP WITH SELF- ADHERED SILL FLASHING (2 LAYERS), WRAP OVER BACKDAM SHIM / BACK DAM WITH SETTING MASTIC BACKER ROD SEALANT METAL SIDING, RE: ELEVATIONS METAL FLASHING CLIP FOR METAL SIDING METAL DRIP EDGE R.O. SLOPE TO DRAIN WINDOW, RE: WINDOW SCHEDULE SELF-ADHERED SILL FLASHING WRAPED OVER BACKDAM + TREATED WOOD BLOCKING TREATED WOOD BLOCKING FINISHED CONCRETE WALL, RE: ELEVATIONS SHIM WITH SETTING MASTIC FOR STEEL CASING 3" x 1/8" STEEL PLATE CASING SEALANT W-3 EDGE OF JAMB BEYOND EDGE OF STEEL JAMB CASING BEYOND EXTERIORINTERIOR INTERIOREXTERIOR W-6 R.O. WINDOW, RE: WINDOW SCHEDULE BUILDING WRAP WITH SELF-ADHERED JAMB FLASHING METAL SIDING, RE: ELEVATIONS SETTING MASTIC SEALANT WITH BACKER ROD METAL FLASHING CLIP FOR METAL SIDING HEADER, RE: STRUCT. EXTERIOR INTERIOR W-6 R.O. METAL SIDING, RE: ELEVATIONS WINDOW, RE: WINDOW SCHEDULE BUILDING WRAP WITH SELF-ADHERED HEAD FLASHING SETTING MASTIC METAL DRIP EDGE METAL FLASHING CLIP FOR METAL SIDING REFER TO 'WATER MANAGEMENT GUIDE' BY BUILDING SCIENCE PRESS, INC. FOR BUILDING WRAP AND FLASHING RECOMENDATIONS AT ALL WINDOW OPENINGS EXTERIOR R.O. INTERIOR WINDOW, RE: WINDOW SCHEDULE BUILDING WRAP WITH SELF- ADHERED SILL FLASHING (2 LAYERS), WRAP OVER BACKDAM METAL FURRING STRIP BEYOND WOOD SIDING, RE: ELEVATIONS ALIGN EDGE OF SIDING FINISH WITH EDGE OF WINDOW SHIM / BACK DAM WITH SETTING MASTIC W-5 GRID BACKER ROD SEALANT SILL CASING, RE: INT. (TYPICAL) INTERIOR EXTERIOR SILL BELOW R.O. BUILDING WRAP WITH SELF- ADHERED JAMB FLASHING WINDOW, RE: WINDOW SCHEDULE METAL FURRING STRIP BEYOND W-5 ALIGN EDGE OF SIDING FINISH WITH EDGE OF WINDOW GRID BACKER ROD SEALANT SETTING MASTIC WOOD SIDING, RE: ELEVATIONS HEADER, RE: STRUCT. WINDOW, RE: WINDOW SCHEDULE EXTERIORINTERIOR R.O. METAL FURRING STRIP BEYOND W-5 BUILDING WRAP WITH SELF- ADHERED HEAD FLASHING METAL FLASHING ALIGN EDGE OF SIDING FINISH WITH EDGE OF WINDOW SETTING MASTIC GRID WOOD SIDING, RE: ELEVATIONS EXTERIORINTERIOR R.O. WINDOW, RE: WINDOW SCHEDULE TREATED WOOD BLOCKING FINISHED CONCRETE WALL, RE: ELEVATIONS SHIM SPACE WITH SETTING MASTIC 3" x 1/8" STEEL PLATE CASING SEALANT EDGE OF WALL BELOW EDGE OF STEEL JAMB CASING BEYOND W-3 EXTERIORINTERIOR R.O. W-3 WINDOW, RE: WINDOW SCHEDULE TREATED WOOD BLOCKING FINISHED CONCRETE WALL, RE: ELEVATIONS SHIM SPACE WITH SETTING MASTIC 3" x 1/8" STEEL PLATE CASING KERF CUT EDGE OF JAMB BEYOND EDGE OF STEEL JAMB CASING BEYOND SEALANT 03 TYPICAL WINDOW SILL @ METAL SIDING 3" = 1'-0" 01 TYPICAL WINDOW SILL @ CONCRETE 3" = 1'-0" 07 TYPICAL WINDOW JAMB @ METAL SIDING 3" = 1'-0" 11 TYPICAL WINDOW HEAD @ METAL SIDING 3" = 1'-0" 02 TYPICAL WINDOW SILL @ WOOD SIDING 3" = 1'-0" 06 TYPICAL WINDOW JAMB @ WOOD SIDING 3" = 1'-0" 10 TYPICAL WINDOW HEAD @ WOOD SIDING 3" = 1'-0" 05 TYPICAL WINDOW JAMB @ CONCRETE 3" = 1'-0" 09 TYPICAL WINDOW HEAD @ CONCRETE 3" = 1'-0" 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A804 4/4/2018Plotted On: 4/4/2018 AS NOTED DOOR DETAILS ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 EL. RE: FLOOR PLANS EL. RE: STRUCT. 1 DOOR, RE: SCHEDULE RECESS CONCRETE AND SLOPE TO EXTERIOR METAL FLASHING, INTEGRATE INTO CONCRETE POUR EXPANSION JOINT (ILLUSTRATED LARGER FOR CLARITY) TAPERED RIGED INSULATION DRAINAGE MAT WATERPROOFING PER R-__ ASSEMBLY COMPACTED AGGREGATE, RE: STRUCT. INTERIOREXTERIOR INTERIOR T.O. CONCRETE F.F. T.O. CONC. TOPPING F-2 SIM. INTERIOR EXTERIOR W-4 NOTE: CONSTRUCTION ITEMS SHOWED SEPARATED FOR CLARITY (TYP). MATERIAL (I.E. STEEL PLATE) TO BE TIGHT AGAINST WOOD JAMB. CONCRETE, RE: ELEVATIONS PLY. IF NEEDED FOR SHEAR, RE: STRUCT. 1x WOOD HEAD CASING BEAM, RE: STRUCT. METAL FLASHING GARAGE DOOR TRACK BEYOND GARAGE DOOR, RE: SCHEDULE STONE VENEER BYOND METAL JAMB BEYOND, RE: ELEVATIONS STEEL PLATE JAMB BEYOND 1/4" x 3" STEEL PLATE METAL CLADDING FINISH INTERIOR EXTERIOR W-4 GARAGE DOOR, RE: SCHEDULE 1x WOOD JAMB CASING RECESSED FLOOR BELOW GARAGE DOOR TRACK PLY. IF NEEDED FOR SHEAR, RE: STRUCT. T.S. COLUMN, RE: STRUCT. CONCRETE ABOVE 1/4" x 3" STEEL PLATE METAL CLADDING FINISH NOTE: CONSTRUCTION ITEMS SHOWED SEPARATED FOR CLARITY (TYP). MATERIAL (I.E. STEEL PLATE) TO BE TIGHT AGAINST WOOD JAMB.TYP. FLOOR ASSEMBLYEL. RE: FLOOR PLAN SHIM + SETTING MASTIC EXTEND SHEET WATERPROOFING UNDER THRESHOLD AND PROVIDE WATERTIGHT BACK (L-SHAPED METAL FLASHING) AND END DAMS (EXTEND 6" UP JAMBS) CONCRETE FOUNDATION, RE: STRUCT. METAL FLASHING, EXTEND BELOW COMPACTED GRAVEL FILL W-1 SHEET WATERPROOFING (2 LAYERS) TREATED PLATE (PER STRUCT.), TREATED THRESHOLD PLATE, AND TREATED PLY. (TYPICAL) EXTERIOR CONCRETE THRESHOLD WITH RADIANT HEAT DOOR, RE: DOOR SCHEDULE AGGREGATE FILL OVER FILTER FABRIC, RE: LANDSCAPE SEALANT EXTERIORINTERIOR T.O. F.F. EXTERIORINTERIOR R.O. W-3 DOOR, RE: DOOR SCHEDULE TREATED WOOD BLOCKING FINISHED CONCRETE WALL, RE: ELEVATIONS SHIM SPACE WITH SETTING MASTIC 3" x 1/8" STEEL PLATE CASING SEALANT EDGE OF JAMB BEYOND EXTERIORINTERIOR R.O. W-3 DOOR, RE: DOOR SCHEDULE TREATED WOOD BLOCKING FINISHED CONCRETE WALL, RE: ELEVATIONS SHIM SPACE WITH SETTING MASTIC 3" x 1/8" STEEL PLATE CASING KERF CUT EDGE OF WALL BEYOND EDGE OF STEEL JAMB CASING BEYOND SEALANT 01 GARAGE DOOR THRESHOLD 3" = 1'-0" 09 GARAGE DOOR HEAD 3" = 1'-0" 05 GARAGE DOOR JAMB 3" = 1'-0" 02 TYPICAL EXTERIOR DOOR THRESHOLD 3" = 1'-0" 06 TYPICAL EXTERIOR DOOR JAMB 3" = 1'-0" 10 TYPICAL EXTERIOR DOOR HEAD 3" = 1'-0" 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A901a 4/5/2018Plotted On: 4/5/2018 AS NOTED LOWER LEVEL RCP EAST ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6"12'-6"12'-6"12'-6" 8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6"12'-6"12'-6"12'-6"7'-8 3/4"4'-3 1/4"5'-6"21'10'EL. 10'-6" A.F.F. EL. 9'-0" A.F.F. EL. 9'-0" A.F.F. EL. 10'-6" A.F.F. EL. 9'-0" A.F.F. EL. 9'-0" A.F.F. EL. 9'-0" A.F.F. EL. 10'-6" A.F.F. EL. 10'-6" A.F.F. EL. 9'-0" A.F.F.EL. 9'-0" A.F.F. EL. 9'-0" A.F.F. EL. 9'-0" A.F.F. EL. 9'-8 1/2" A.F.F. 01 A505 STOR. BELOW 018 BEDROOM #2 016 BATH #2 011 HALL 006 POWDER #2 004 KITCHENETTE 008 LAUNDRY 003 POWDER #1 017 W.I.C. #2 014 BEDROOM #1 / PLAYROOM 012 BATH #1 013 W.I.C. #1 007 STAIR #2 GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB INFRARED HEATERS S CM [FUR DOWN CEILING AFTER MECH DUCTS ARE INSTALLED, RE: MECH] S CM S OUTLINE OF GARAGE FLOOR LEVEL TRANSITION ABOVE S STAIRS BELOW LAUNDRY CHUTE ABOVE BUILT-IN STAIRS BELOW DROP-DOWN CEILING PROJECTOR BUILT-INS EGRESS WELL OUTLINE OF STRUCTURE ABOVE OUTLINE OF STRUCTURE ABOVE BUILT-INS TILE [RE: INT.FOR EL. + FINISH]TILE [RE: INT.FOR EL.+FINISH] S PROVIDE ACCESS PANEL FOR DRYER BOOSTER FANS, V.I.F. LOCATION MOTORIZED SCREEN POCKET, RE: STRUCT. 01 A502 01 A502 01 A504 01 A504 01 A503 01 A503 01 A402 02 A401 01 A401 4 EL. 10'-6" A.F.F.EL. 11'-6" A.F.F.EL. 12'-0" A.F.F. 002 FAMILY ROOM 001 STAIR #1MATCHLINE MATCHLINEOUTDOOR PATIO WOOD OVER QUIETROCK WOODWOOD BUILT-INS OUTLINE OF WALL BELOW WOOD OVER QUIETROCK C C D D E E G G H H J J K K L L M M 2 3 6 F F 5 1 01 LOWER LEVEL REFLECTED CEILNG PLAN | EAST 1/4" = 1'-0" N R.C.P. KEYNOTES: 1. HOUSE TO HAVE FIRE SUPPRESSION SYSTEM. G.C. TO PROVIDE ARCHITECT WITH SHOP DRAWINGS FOR REVIEW PRIOR TO INSTALLATION. 2. G.C. TO INSTALL SMOKE ALARMS PER NFPA 72 REQUIREMENTS PER IRC 2015 R314. G.C. TO COORDINATE FINAL LOCATIONS IN FIELD WITH LIGHTING DESIGN / LAYOUT. 3. G.C. TO INSTALL CARBON MONOXIDE DETECTORS PER A.F.P.D. REQUIREMENTS. G.C. TO COORDINATE FINAL LOCATIONS IN FIELD WITH LIGHTING DESIGN / LAYOUT. 4. REFER TO LIGHTING DESIGN DOCUMENTS FOR LIGHT FIXTURE LOCATIONS AND SPECIFICATIONS. 5. REFER TO KITCHEN DESIGNER AND INTERIOR DESIGNER'S FINISH SCHEDULE FOR FINAL CEILING FINISH. 6. "INTERIORS" OR "INT." REFERS TO INTERIOR DESIGNER. 7. REFER TO MECHANICAL DOCUMENTS FOR BATHROOM AND DRYER EXHAUST DUCTING + TERMINATION. CM S LEGEND SMOKE DETECTOR CARBON MONOXIDE 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A901b 4/5/2018Plotted On: 4/5/2018 AS NOTED LOWER LEVEL RCP WEST ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 02 A406 5'-6"25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6"7'-8 3/4"4'-3 1/4"5'-6"21'10'5'-6"25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6" EL. 10'-6" A.F.F. EL. 9'-0" A.F.F.EL. 9'-0" A.F.F. EL. 12'-0" A.F.F. EL. 10'-6" A.F.F. EL. 9'-0" A.F.F. EL. 9'-0" A.F.F. EL. 10'-6" A.F.F. EL. 9'-0" A.F.F. EL. 9'-0" A.F.F. EL. 9'-0" A.F.F. EL. 10'-6" A.F.F. EL. 9'-0" A.F.F. EL. 10'-6" A.F.F. EL. 9'-0" A.F.F.EL. 9'-0" A.F.F. EL. 9'-0" A.F.F. EL. 9'-0" A.F.F. STOR. BELOW 018 BEDROOM #2 016 BATH #2 011 HALL 006 POWDER #2 004 KITCHENETTE 008 LAUNDRY 009 MECHANICAL 003 POWDER #1 017 W.I.C. #2 014 BEDROOM #1 / PLAYROOM 012 BATH #1 013 W.I.C. #1 019b W.C. #3 019a BATH #3 020 W.I.C. #3 021 BEDROOM #3 007 STAIR #2 GWB GWB TILE [RE: INT.FOR EL. +FINISH] GWB GWB GWB TYPE "X" GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB 2 LAYERS OF TYPE 'X' GWB ON RESILIENT CHANNELS, IsoMax BY KINETICS NOISE CONTROL OR SIMILAR S CM S CM [FUR DOWN CEILING AFTER MECH DUCTS ARE INSTALLED, RE: MECH] S CM S S OUTLINE OF GARAGE FLOOR LEVEL TRANSITION ABOVE S LAUNDRY CHUTE ABOVE BUILT-IN STAIRS BELOW BUILT-INS EGRESS WELL BUILT-INS TILE [RE: INT.FOR EL. + FINISH]TILE [RE: INT.FOR EL.+FINISH] PROVIDE ACCESS PANEL FOR DRYER BOOSTER FANS, V.I.F. LOCATION 01 A501 01 A501 01 A502 01 A502 01 A402 01 A401 02 A402 4 EL. 12'-0" A.F.F.MATCHLINEMATCHLINEWOOD BUILT-INS OUTLINE OF WALL BELOW A A C C D D E E G G H H 2 3 6 B B F F 5 1 01 LOWER LEVEL REFLECTED CEILNG PLAN | WEST 1/4" = 1'-0" N 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A902a 4/4/2018Plotted On: 4/4/2018 AS NOTED ENTRY LEVEL RCP EAST ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.20187'-8 3/4"4'-3 1/4"5'-6"21'10'8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6"12'-6"12'-6" 8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6"12'-6"12'-6"12'-6" EL. 10'-6" A.F.F. EL. 10'-6" A.F.F. EL. 10'-6" A.F.F.EL. 10'-0" A.F.F. EL. 10'-6" A.F.F. EL. 10'-3" A.F.F. EL. 10'-6" A.F.F. 01 A502 01 A502 01 A504 01 A504 01 A503 01 A503 01 A402 02 A401 01 A401 01 A405 02 A405 104 KITCHEN 109 POWDER #3 108 PANTRY 113 WINE 111 HALL 112 OFFICE 114 MUDROOM 107 STAIR #2 116 GARAGE GWB GWB GWBGWB GWB WINE DECK TYPE "X" GWB S CM S CM S S NOTE: 1. GARAGE CEILING TO CONFORM TO 2015 IRC R302.6. 2. ALL GARAGE CEILING PENETRATIONS TO CONFORM TO 2015 IRC R302.11, ITEM #4. 3. GARAGE TO BE EXHAUSTED, REFER TO MECHANICAL. 2 LAYERS OF TYPE 'X' GWB ON RESILIENT CHANNELS, IsoMax BY KINETICS NOISE CONTROL OR SIMILAR S STAIRS BELOW STAIRS BELOW BUILT-INS RE: INTS. OUTLINE OF SKYLIGHT SLOPEGWBOUTLINE OF SKYLIGHT OUTLINE OF STRUCTURE ABOVE OUTLINE OF ROOF 4 C C D D E E G G H H J J K K L L M M 2 3 6 F F 5 1 EL. 10'-6" A.F.F. EL. 10'-6" A.F.F.EL. 10'-6" A.F.F. 101 STAIR #1 100 ENTRY 106 GALLERY 103 DINING 102 LIVING ROOMMATCHLINE MATCHLINEWOOD WOOD S SLOPEGWBWOOD 01 ENTRY LEVEL REFLECTED CEILNG PLAN | EAST 1/4" = 1'-0" N R.C.P. KEYNOTES: 1. HOUSE TO HAVE FIRE SUPPRESSION SYSTEM. G.C. TO PROVIDE ARCHITECT WITH SHOP DRAWINGS FOR REVIEW PRIOR TO INSTALLATION. 2. G.C. TO INSTALL SMOKE ALARMS PER NFPA 72 REQUIREMENTS PER IRC 2015 R314. G.C. TO COORDINATE FINAL LOCATIONS IN FIELD WITH LIGHTING DESIGN / LAYOUT. 3. G.C. TO INSTALL CARBON MONOXIDE DETECTORS PER A.F.P.D. REQUIREMENTS. G.C. TO COORDINATE FINAL LOCATIONS IN FIELD WITH LIGHTING DESIGN / LAYOUT. 4. REFER TO LIGHTING DESIGN DOCUMENTS FOR LIGHT FIXTURE LOCATIONS AND SPECIFICATIONS. 5. REFER TO KITCHEN DESIGNER AND INTERIOR DESIGNER'S FINISH SCHEDULE FOR FINAL CEILING FINISH. 6. "INTERIORS" OR "INT." REFERS TO INTERIOR DESIGNER. 7. REFER TO MECHANICAL DOCUMENTS FOR BATHROOM AND DRYER EXHAUST DUCTING + TERMINATION. CM S LEGEND SMOKE DETECTOR CARBON MONOXIDE 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A902b 4/4/2018Plotted On: 4/4/2018 AS NOTED ENTRY LEVEL RCP WEST ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 02 A406 5'-6"25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6" 5'-6"25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6" EL. 10'-6" A.F.F. EL. 10'-6" A.F.F. EL. 10'-6" A.F.F.EL. 10'-0" A.F.F. EL. 10'-6" A.F.F. EL. 10'-3" A.F.F. EL. 10'-6" A.F.F. EL. - A.F.F. TO BE V.I.F. 01 A501 01 A501 01 A502 01 A502 01 A402 01 A401 02 A402 01 A405 02 A405 104 KITCHEN 109 POWDER #3 108 PANTRY 113 WINE 111 HALL 112 OFFICE 114 MUDROOM 107 STAIR #2 116 GARAGE GWB GWB GWBGWB GWB WINE DECK TYPE "X" GWB S CM S CM S S NOTE: 1. GARAGE CEILING TO CONFORM TO 2015 IRC R302.6. 2. ALL GARAGE CEILING PENETRATIONS TO CONFORM TO 2015 IRC R302.11, ITEM #4. 3. GARAGE TO BE EXHAUSTED, REFER TO MECHANICAL. 2 LAYERS OF TYPE 'X' GWB ON RESILIENT CHANNELS, IsoMax BY KINETICS NOISE CONTROL OR SIMILAR S STAIRS BELOW BUILT-INS RE: INTS. OUTLINE OF SKYLIGHTMETAL SLOPEGWB4 A A C C D D E E G G H H 2 3 6 B B F F 5 1 7'-8 3/4"4'-3 1/4"5'-6"21'10'EL. 10'-6" A.F.F. EL. 10'-6" A.F.F. 106 GALLERYMATCHLINE MATCHLINEFLUSH MOUNT HEATER [INFRATECH OR SIMILAR] WOOD S OUTLINE OF DECK ABOVE OUTLINE OF FLOOR ABOVE WOOD FIRE RATED ASSEMBLY AT EXHAUST FAN, RE: MECH. (INCLUDING FINAL LOCATION) GRILLE, RE: MECH 01 ENTRY LEVEL REFLECTED CEILNG PLAN | WEST 1/4" = 1'-0" N 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A903 4/4/2018Plotted On: 4/4/2018 AS NOTED UPPER LEVEL RCP ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 02 A406 01 A501 01 A501 01 A502 01 A502 01 A402 01 A401 02 A402 5'-6"25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6" 5'-6"25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6" EL. 9'-6" A.F.F. EL. 8'-6" A.F.F. EL. 8'-6" A.F.F. EL. 8'-6" A.F.F. EL. 8'-6" A.F.F. EL. 8'-6" A.F.F. EL. 6'-6" A.F.F. 02 A505 02 A505 MASTER DECK 206a MASTER DRESSING HERS 203 MASTER BATH 202 MASTER BEDROOM 206b MASTER DRESSING HIS 204 W.C. 201 HALL 207 STAIR #2 GWB GWB GWB TILE [RE: INT.FOR EL. + FINISH] 204 STEAM SHOWER OUTLINE OF SOFFIT S CM S CM S CM TILE [RE: INT.FOR EL. + FINISH]SLOPEWOODSLOPEWOODSLOPEWOODSTAIRS BELOW OUTLINE OF WALL BELOW OUTLINE OF WALL BELOW GLASS GUARDRAIL BELOW BUILT-INS/ ALCOVE, RE: INTERIORS 5/8":12"WOODGWB GWB 4 A A C C D D E E G G H H 2 3 6 B B F F 5 1 7'-8 3/4"4'-3 1/4"5'-6"21'10'MATCHLINEMATCHLINEOUTLINE OF ROOF ABOVE SOFFIT, TYPICAL CLERESTORY WINDOWS ABOVE. RE: ELEVATIONS 01 UPPER LEVEL REFLECTED CEILNG PLAN 1/4" = 1'-0" N R.C.P. KEYNOTES: 1. HOUSE TO HAVE FIRE SUPPRESSION SYSTEM. G.C. TO PROVIDE ARCHITECT WITH SHOP DRAWINGS FOR REVIEW PRIOR TO INSTALLATION. 2. G.C. TO INSTALL SMOKE ALARMS PER NFPA 72 REQUIREMENTS PER IRC 2015 R314. G.C. TO COORDINATE FINAL LOCATIONS IN FIELD WITH LIGHTING DESIGN / LAYOUT. 3. G.C. TO INSTALL CARBON MONOXIDE DETECTORS PER A.F.P.D. REQUIREMENTS. G.C. TO COORDINATE FINAL LOCATIONS IN FIELD WITH LIGHTING DESIGN / LAYOUT. 4. REFER TO LIGHTING DESIGN DOCUMENTS FOR LIGHT FIXTURE LOCATIONS AND SPECIFICATIONS. 5. REFER TO KITCHEN DESIGNER AND INTERIOR DESIGNER'S FINISH SCHEDULE FOR FINAL CEILING FINISH. 6. "INTERIORS" OR "INT." REFERS TO INTERIOR DESIGNER. 7. REFER TO MECHANICAL DOCUMENTS FOR BATHROOM AND DRYER EXHAUST DUCTING + TERMINATION. CM S LEGEND SMOKE DETECTOR CARBON MONOXIDE 4/5/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarX.plnBY A904 4/4/2018Plotted On: 4/4/2018 AS NOTED ADU REFLECTED CEILING PLAN ZONE 4 ARCHITECTS IS NOT LIABLE OR RESPONSIBLE AT ANY TIME FOR ANY CHANGES TO THESE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN AUTHORIZATION.c 2011 ZONE 4 ARCHITECTS, LLC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ZONE 4 ARCHITECTS LLC. NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF ZONE 4 ARCHITECTS LLC. ZONE 4 ARCHITECTS LLC. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ALL RIGHTS RESERVED| | B A R X R E S I D E N C E110 + 112 COACH ROADASPEN, CO 8161103.30.2018 X.A X.A X.B X.B X.C X.C X.D X.D X.2 X.2 X.3 X.3 X.4 X.4 02 A506 01 A506 02 A406 02 A407 01 A407 01 A406 CRAWL SPACE [4' HIGH / STORAGE] A-01 STORAGE 03 A506 X.1 X.1 11'-11 1/2"8'-2 1/2"16'-10"9'-10"17'7'-8" 9'-10"17'7'-8"11'-11 1/2"8'-2 1/2"16'-10"EL. 10'-8 1/2" A.F.F. GWB OUTLINE OF DECK / ARCHITECTURAL PROJECTION ABOVE DOWNSPOUT OPENING ABOVE STAIRS ABOVE DRAIN IN ASSEMBLY ABOVE EL. 10'-8 1/2" A.F.F. GWB X.A X.A X.B X.B X.C X.C X.D X.D X.2 X.2 X.3 X.3 X.4 X.4 02 A506 01 A506 02 A406 02 A407 01 A407 01 A406 03 A506 ADU A-10 ENTRY A-13 STOR. A-17 BATH A-15 BEDROOM A-16 W.I.C. A-14 HALL X.1 X.1 11'-11 1/2"8'-2 1/2"16'-10"9'-10"17'7'-8" 9'-10"17'7'-8"11'-11 1/2"8'-2 1/2"16'-10"EL. 9'-6" A.F.F. EL. 9'-6" A.F.F. EL. 9'-6" A.F.F. EL. 9'-6" A.F.F. EL. 9'-6" A.F.F. EL. 9'-6" A.F.F.SLOPEGWBSLOPEGWBGWB GWB GWB GUARDRAIL BELOW STEEL CANOPY STAIRS BELOW GWB GWB GWB DECK A-12 KITCHEN A-11 LIVING 01 ADU | LOWER LEVEL REFLECTED CEILING PLAN 1/4" = 1'-0" 02 ADU | ENTRY LEVEL REFLECTED CEILNG PLAN 1/4" = 1'-0" NN R.C.P. KEYNOTES: 1. HOUSE TO HAVE FIRE SUPPRESSION SYSTEM. G.C. TO PROVIDE ARCHITECT WITH SHOP DRAWINGS FOR REVIEW PRIOR TO INSTALLATION. 2. G.C. TO INSTALL SMOKE ALARMS PER NFPA 72 REQUIREMENTS PER IRC 2015 R314. G.C. TO COORDINATE FINAL LOCATIONS IN FIELD WITH LIGHTING DESIGN / LAYOUT. 3. G.C. TO INSTALL CARBON MONOXIDE DETECTORS PER A.F.P.D. REQUIREMENTS. G.C. TO COORDINATE FINAL LOCATIONS IN FIELD WITH LIGHTING DESIGN / LAYOUT. 4. REFER TO LIGHTING DESIGN DOCUMENTS FOR LIGHT FIXTURE LOCATIONS AND SPECIFICATIONS. 5. REFER TO KITCHEN DESIGNER AND INTERIOR DESIGNER'S FINISH SCHEDULE FOR FINAL CEILING FINISH. 6. "INTERIORS" OR "INT." REFERS TO INTERIOR DESIGNER. 7. REFER TO MECHANICAL DOCUMENTS FOR BATHROOM AND DRYER EXHAUST DUCTING + TERMINATION. 4/5/2018 Show smoke and carbon monoxide detectors at required locations in ADU.