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Home My WebLink AboutFile Documents.COACH RD.0079.2018 (5).ARBKDATE Date: Scale: Drawn by: REVISIONS WWW.ZONE4ARCHITECTS.COM Z4A ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 ROUND 1 REVISED PERMITZ4A 10.19.2018 BY A000 10/22/2018 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_PermitRev.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 RESERVED10.19.2018 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 C.1.15 DETAILS 3 C.1.16 COA DETAILS 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 & UPPER LEVEL EXTERIOR LIGHTING PLAN LIGHT.2.002 LANDSCAPE EXTERIOR LIGHTING PLAN LIGHT.2.003 LANDSCAPE EXTERIOR LIGHTING PLAN LIGHT.2.004 LOWER LEVEL LIGHTING PLAN A LIGHT.2.005 LOWER LEVEL LIGHTING PLAN B LIGHT.2.006 MAIN LEVEL LIGHTING PLAN A LIGHT.2.007 MIAN LEVEL LIGHTING PLAN B LIGHT.2.008 UPPER LEVEL LIGHTING PLAN LIGHT.2.009 ARCHITECTURALSTRUCTURAL 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 DETACHED GUEST QUARTERS FOUNDATION & LOWER LEVEL FRAMING PLAN S2.060 DETACHED GUEST QUARTERS MAIN LEVEL & ROOF FRAMING PLAN S2.061 FOUNDATION SECTIONS & DETAILS S6.001 MAIN FLOOR SECTIONS & DETAILS S6.002 UPPER FLOOR SECTIONS & DETAILS S6.003 ROOF SECTIONS & DETAILS S6.004 FRAMING SECTIONS & DETAILS S6.005 DETACHED GUEST QUARTERS SECTION & 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 WEST M203b DETACHED GUEST QUARTERS 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 A401a A401b A402 A403a A403b A404 A405 A406 A501 A502 A503 A504 A505 A506 A601 A602 A603 A604 A605 A701 FAR FAR WALL AREA FAR [DETACHED GUEST QUARTERS] 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 DETACHED GUEST QUARTERS | FLOOR ... ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS HIDDEN ELEVATIONS DETACHED GUEST QUARTERS ELEVATI... SECTION SECTION SECTION SECTION SECTION DETACHED GUEST QUARTERS SECTION DETAILS DETAILS DETAILS DETAILS DETAILS STAIR #1 PLANS A702a A702b A703 A704 A705 STAIR #2 PLANS STAIR #2 SECTION LIVING ROOM FIREPLACE MASTER BEDROOM FIREPLACE OUTDOOR A/V CABINET A706 A801a A801b A801c A802a A802b A803 WINE ROOM WINDOW SCHEDULE WINDOW SCHEDULE WINDOW SCHEDULE DOOR SCHEDULE DOOR SCHEDULE WINDOW DETAILSA804 A805 WINDOW DETAILS DOOR DETAILSA807 A901a A901b A902a A902b A903 A904 DOOR DETAILS LOWER LEVEL RCP EAST LOWER LEVEL RCP WEST ENTRY LEVEL RCP EAST ENTRY LEVEL RCP WEST UPPER LEVEL RCP DETACHED GUEST QUARTERS REFLECT... 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A101 10/19/2018 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 8161110.19.2018 AX.A X.1 / 3 1 15' -0 "31'-0"1'-6"32'-6"32'-9" 19'-9"13'-0" EL. 89'-6" [7772.00'] 100'-0" [7782.5'] S S T SC T E S 7745775077537754775577557755 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 LOT BOU N D A R Y EXISTING CULVERT, RE: SURVEY BRIDGE POND 77677759S T E G COACH ROAD8 ' WIDE EXISTI N 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 DNUP DN BUILDING ENVELOPE BUILDING ENVELOPEGARAGE ENTRY DETACHED GUEST QUARTERS LOT BOUND A 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 LEVEL [NOT SHOWN] T.O. MAIN LEVEL F.F. T.O. MAIN LEVEL F.F. CONDENSERS, RE: MECH (DOWNHILL / OUT OF SITE FROM COACH ROAD) EL. 100'-0" [7782.5'] 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 LO TS 7 THROUGH 1 1 F IRS T SUPPLEMEN T TO THE F INA L PLATBUILDING ENVELOPE15 ' TOP OF SLOP E SETBA C K SINGLE FAMILY RESIDENCE SITE PLAN KEYNOTES: 1. ARCHITECTURAL T.O. F.F. 100'-0" EQUALS SURVEY ELEVATION 7782.5'. 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 AND ARCHITECT 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" [7770.5']7780T.O. LOWER LEVEL F.F. CONCRETE NOTE: REFER TO LANDSCAPE FOR EXTERIOR FLATWORK FINISH SPECIFICATIONS, TYPICAL. RUBBER FLOORING AX.A X.1 / 3 1 15' -0 "31'-0"1'-6"32'-6"32'-9" 19'-9"13'-0" EL. 89'-6" [7772.00'] 100'-0" [7782.5'] S S T SC T E S 7745775077537754775577557755 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 LOT BOU N D A R Y EXISTING CULVERT, RE: SURVEY BRIDGE POND 77677759S T E G COACH ROAD8 ' WIDE EXISTI N 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 DNUP DN BUILDING ENVELOPE BUILDING ENVELOPEGARAGE ENTRY DETACHED GUEST QUARTERS LOT BOUND A 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 LEVEL [NOT SHOWN] T.O. MAIN LEVEL F.F. T.O. MAIN LEVEL F.F. CONDENSERS, RE: MECH (DOWNHILL / OUT OF SITE FROM COACH ROAD) EL. 100'-0" [7782.5'] 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 LO TS 7 THROUGH 1 1 F IRS T SUPPLEMEN T TO THE F INA L PLATBUILDING ENVELOPE15 ' TOP OF SLOP E SETBA C K SINGLE FAMILY RESIDENCE 01 SITE PLAN 1/16" = 1'-0" 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A102 10/19/2018 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 8161110.19.2018 80.00 sq ft 92.67 sq ft 9.00 sq ft 3'10'x8' SPA 4.83 sq ft4.83 sq ft4.83 sq ft 45.83 sq ft 16.61 sq ft 16.61 sq ft 16.61 sq ft 743.26 sq ft 11.81 sq ft 11.81 sq ft 11.81 sq ft 11.81 sq ft DNUP DN 5'-11"4'523.50 sq ft 1,066.55 sq ft 285.26 sq ft 378.45 sq ft 131.06 sq ft 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 Demoed Existing to Remain 0.00 sqft 0.00 sqft 0.00 sqft 0.00 sqft New (non‐exempt)3387.30 sqft 80.00 sqft New (exempt) Total New 3387.30 sqft 0.00 sqft 0.00 sqft 80.00 sqft Total on site 3387.30 sqft 0.00 sqft 0.00 sqft 80.00 sqft Total Snowmelt on site Boiler Efficiency 95.0%100%75.0% 95.0% Mitigation Payment ‐$ 14,821.05$ Total Payment for Mitigation:136,050.74$ B. ON-SITE RENEWABLE CREDITS Supplemental System REMP Credit Use PV Worksheet Photovoltaic System 136,061.03$ Use Thermal Worksheet Hot Water Panels -$ Use GSHP Cert Ground Source Heat Pump -$ Other Approved System -$ Total Mitigation Credits: 136,061.03$ Onsite Renewable Offsets: How many KiloWatts of PV (solar electric) would I need? 19.82 or How many square feet of SHW (solar hot water) would I need? 605.61 R-REMP Payment: -$ Amount Previously Paid on This Permit: -$ Refund (includes minus $750):‐$ C. PREPARED BY:Date: 10.05.2018 Print Name: Signature: Phone & EMail: REVIEWED:Date: 2015 IECC RESIDENTIAL RENEWABLE ENERGY MITIGATION PROGRAM CITY OF ASPEN VERSION 11.3 UPDATED DECEMBER 13, 2017 110 Coach Road, Aspen, CO 81611 273502303007 jmccollum@zone4architects.com OYSTER SHORES, LLC 970-429-8470 / jmccollum@zone4architects.com TOTAL R-REMP PAYMENT: ZONE 4 ARCHITECTS, LLC (Contact: Jeff McCollum) 3387.30 sqft PO Box 2508 Zone 4 Architects, LLC A102, A304a+B 970-429-8470 Zone 4 Architects, LLC $121,229.68 400 E MAIN ST, Suite #2 vand@reesehenry.com 970-925-3771 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" 03 UPPER LEVEL SNOWMELT PLAN 1/8" = 1'-0" N N N A) LOWER LEVEL PATIO AREALOCATION D) DRIVEWAY E) WALKWAY F) WINE DECK G) MASTER SUITE DECK 933.0 sq. ft. 1,066.6 sq. ft. 285.3 sq. ft. 523.5 sq. ft. 131.1 sq. ft. C E F G A1 A2 A4 A3 A5 A6 A7 A8B2 B3 B4 B5 B) LOWER LEVEL EGRESS [INCLUDING DETACHED GUEST QUARTERS] 69.3 sq. ft. D C) ENTRY WALK 378.5 sq. ft. 3387.3 sq. ft.TOTAL B1 *City Officials: Please refer to digitaly submitted documents for owner contact information.* 10/30/201812/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A103a 10/19/2018 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 8161110.19.2018 9'-11 5/8" 35'-6 1/2" BUILDING ENVELOPE BLD. ENV. [BEYOND]15' EL. + 88'- 0" [7770.50'] EL. + 112'- 0" [7794.50'] 7775.58' 7818.49' EL. + 100'- 0" [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 FINISH GRADE15' -0 " EL. 89'-6" [7772.00'] 100'-0" [7782.5'] S S 7753775477557755 77567757775877607760 7762776277637764776577667768 7769 7770 7771777277737774777577757776777777787779778077817782778377847785778577867788778877907790 77927 7 9 37794 776777598 ' WIDE EXISTI N 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 DNUP DN BUILDING ENVELOPE BUILDING ENVELOPEGARAGE ENTRY DETACHED GUEST QUARTERS T.O. LOWER LEVEL [NOT SHOWN] T.O. MAIN LEVEL F.F. T.O. MAIN LEVEL F.F. CONDENSERS, RE: MECH (DOWNHILL / OUT OF SITE FROM COACH ROAD) EL. 100'-0" [7782.5'] 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" 10/30/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A103b 10/19/2018 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 8161110.19.2018 15'-0" BUILDING ENVELOPE EL. + 100'- 0" [7782.50'] EL. + 89'- 6" [7772.00'] 45.00° 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. MAIN LEVEL DETACHED GUEST QUARTERS T.O. F.F. LOWER LEVEL DETACHED GUEST QUARTERS FINISH GRADE RETAINING WALL, RE: LANDSCAPE DETACHED GUEST QUARTERS BUILDING ENVELOPE EL. + 88'- 0" [7770.50'] EL. + 112'- 0" [7794.50'] EL. + 100'- 0" [7782.50'] 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 30' HEIGHT LIMIT ABOVE EXISTING GRADE LIVING ROOMENTRY CRAWLSPACE OUTDOOR PATIO 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" 10/30/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A103c 10/19/2018 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 8161110.19.2018 7768 7769 7770 777177727773777477757775777677777778777977807781778277837784778577857786779077927767BUILDI N G ENVEL OPE 77807781BUILDING ENVELOPE BUILDING ENVELOPEBUILDING ENVELOPEMOST RESTRICTIVEELEVATION LABEL EXISTING GRADE ROOF HEIGHT HEIGHTS OVER TOPOGRAPHY: DETACHED GUEST QUARTERS PROPOSED GRADE ROOF HEIGHT OVER MOST RESTRICTIVE T U V W PROPOSED GRADE N/A. EXISTING GRADE USED FOR HEIGHT MEASUREMENTS. 7791.00'PROPOSED GRADE N/A. EXISTING GRADE USED FOR HEIGHT MEASUREMENTS. 7789.80' 7786.90' 7787.00'7794.50' 7794.50' 7794.50' 7794.50'3' - 6" 4' - 8 1/2" 7' - 7 1/4" 7' - 6" MOST RESTRICTIVEELEVATION LABEL EXISTING GRADE ROOF HEIGHT HEIGHTS OVER TOPOGRAPHY: MAIN HOUSE PROPOSED GRADE ROOF HEIGHT OVER MOST RESTRICTIVE A B C D E F G H J K L M N 7787.03' PROPOSED GRADE N/A. EXISTING GRADE USED FOR HEIGHT MEASUREMENTS. 7804.30'17' - 3" P PROPOSED GRADE N/A. EXISTING GRADE USED FOR HEIGHT MEASUREMENTS. CONTROL POINT PER SURVEY 7779.56' *CONTROL POINT NOTES: 1. CONTROL POINTS PER ATTACHED 03/08/2018 STAMPED EXIHIBIT MAP PROVIDED BY THE SURVEYER. 2. BOTH CONTROL POINT ELEVATIONS ARE BELOW THE STAMPED SURVEY TOPOGRAPHY ELEVATIONS. ARCHITECTURE IS BASED ON STAMPED SURVEY TOPOGRAPHY, WHICH PER THE STAMPED CONTROL POINT EXHIBIT, IS MORE RESTRICTIVE THAN THE CONTROL POINTS. Q R S *CP1 *CP2 7773.30' 7786.43'7804.30'17' - 10 3/8" 7786.00'7808.70'22' - 8 1/4" 7786.96'7807.60'20' - 10 1/4" 7780.51'7807.60'27' - 1 1/8" 7779.60'7809.62'29' - 10 1/2" 7776.73'7794.45'17' - 8 3/4" 7779.25'7797.23'17' - 11 3/4" 7778.50'7798.56'20' - 0 7/8" 7773.55'7798.58'25' - 0 3/8" 7775.00'7797.23'22' - 2 3/4" 7775.00'7801.10'26' - 1 1/4" 7775.84'7794.45'18' - 7 1/2" 7775.70'7795.00'19' - 3 5/8" 7777.03'7794.45'17' - 5 1/8" 7780.77'7804.30'23' - 6 1/8" 7780.65'7806.50'25' - 10 1/4" 7779.00' (PER SURVEY TOPO) 7773.18' (PER SURVEY TOPO) X.A X.A X.C X.C X.2 X.1 X.B X.B N L KJ HE. F.C D B A R Q P N G M S T U V W 5/8" : 12"SLOPE5/8" : 12"SLOPE4 4 B B C C D D F F G G H H J J K K L L 2 2 3 3 6 6 A A E E 5 5 1 1MATCHLINE MATCHLINECP1 (REFER TO 01/A502 FOR SECTION ILLUSTRATION)CP2 (REFER TO 01/A402 FOR SECTION ILLUSTRATION) 01 HEIGHT OVER TOPOGRAPHY 1/8" = 1'-0" 10/30/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A200a 10/19/2018 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 8161110.19.2018 CCBB AA GG HH LOWER LEVEL FLOOR AREA: 3,914.6 s.f. TOTAL + EXEMPT WALL AREA: RE: A200b NON-EXEMPT %: 49.6% DECK: 681.8 s.f. FF 3,914.58 sq ft 681.77 sq ft DD EE DECK AREA FLOOR AREA OVERHANG AREA EXPOSED WALL SURFACE AREAGARAGE AREA BURRIED WALL AREA AREA LEGEND CHANGES 8543.8 s.f. 49.6% TOTAL ENCLOSED 'LIVEABLE' AREA (GARAGE & DECK EXCLUDED) 1336.4 s.f.211.4 s.f. 1492.1 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 1492.1 s.f.100.0% 100.0% 211.4 s.f. 1492.1 s.f. 447.0 s.f. 3584.1 s.f. [INCLUDING NON EXEMPT GARAGE AREA] 3584.1 s.f. 7229.2 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 3137.1 s.f. 822.0 s.f. 3914.6 s.f.1941.6 s.f. AREA CALCULATIONS 9365.8 s.f. TOTAL ENCLOSED AREA (DECK EXCLUDED) 3914.6 s.f. 10,702.2 s.f. <-7.5 s.f.> DETACHED GUST BEDROOM GRAND TOTAL 263.3 s.f.REFER TO A200C REFER TO A200CREFER TO A200C 7492.5 s.f. 10,161.2 s.f.GRAND TOTAL ENCLOSED AREA (DECK EXCLUDED) 9339.2 s.f.GRAND TOTAL ENCLOSED 'LIVEABLE' AREA (GARAGE & DECK EXCLUDED) 11,497.6 s.f. 795.4 s.f. 523.50 sq ft FLOOR AREA: 3,137.1 s.f. GARAGE AREA: 822.0 s.f. DECK AREA: 523.5 s.f. TOTAL + EXEMPT WALL AREA: RE: A201b NON-EXEMPT %: 00.0% DNUP DN 822.00 sq ft 3,137.11 sq ft FLOOR AREA: 1,492.1 s.f. DECK AREA: 131.1 s.f. 1,492.09 sq ft 131.06 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 10/30/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A200b 10/19/2018 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 8161110.19.2018 649.42 sq ft 44.84 sq ft 285.03 sq ft 262.49 sq ft 139.78 sq ft 120.75 sq ft 10'9'-6"10'-6"9'EL. +88'-0" [7770.5']129.93 sq ft 59.32 sq ft T.O. LOWER LEVEL F.F.AA LEGEND BURIED WALL EXPOSED WALL BB CC DD EE FF EXISTING GRADE TOTAL WALL AREA: 3007.8 sq ft BURIED WALL AREA: 1515.6 sq ft TOTAL EXPOSED WALL AREA: 1492.2 sq ft EXEMPT (1515.6 / 3007.8): 50.4% 1,117.60 sq ft 387.89 sq ft 938.44 sq ft10'-6"10'9'-6"9'EL. +88'-0" [7770.5']387.89 sq ft GG HH EXISTING GRADE T.O. LOWER LEVEL F.F. 01 WALL AREA DIAGRAMS 1/8" = 1'-0" 10/30/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A200c 10/19/2018 AS NOTED FAR [DETACHED GUEST QUARTERS] 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 8161110.19.2018 340.42 sq ft GROSS FLOOR AREA: 340.4 s.f. DECK AREA: 0.0 s.f. TOTAL + EXEMPT WALL AREA: RE: 03/A200C NON-EXEMPT %: 75.3% BB AA DD CC DECK AREA FLOOR AREA OVERHANG AREA EXPOSED WALL SURFACE AREAGARAGE AREA BURRIED WALL AREA AREA LEGEND CHANGES 75.3% 0.0 s.f.000.0 s.f. LOWER LEVEL (BASEMENT) 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) TOTAL N/A 000.0 s.f. 263.3 s.f. GROSS AREA 340.4 s.f.256.3 s.f. DETACHED STRUCTURE | AREA CALCULATIONS 340.4 s.f. 2.2%LOWER LEVEL 455.0 s.f.10.0 s.f.455.0 s.f. 795.4 s.f. 160.96 sq ft 239.15 sq ft 174.12 sq ft 210.88 sq ft 160.96 sq ft 239.15 sq ft 36.60 sq ft 160.96 sq ft 160.96 sq ft 183.75 sq ft 78.75 sq ft 239.15 sq ft 221.80 sq ft 76.83 sq ft 210.88 sq ft 9'-2 3/8"10'-6"EL. +89'-6" [7772.0'] EL. +100'-0" [7782.5'] DETACHED GUEST BEDROOM T.O. LOWER LEVEL F.F.AA BB LEGEND BURIED WALL EXPOSED WALL TOTAL WALL AREA : 800.22 sq ft BURIED WALL AREA: 782.87 sq ft TOTAL EXPOSED WALL AREA: 17.35 sq ft EXEMPT (782.87 / 800.22): 97.8% T.O. ENTRY LEVEL F.F.AA BB TOTAL WALL AREA : 779.63 sq ft BURIED WALL AREA: 192.18 sq ft TOTAL EXPOSED WALL AREA: 587.45 sq ft EXEMPT (192.18 / 779.63): 24.7% CC CC DD ENTRY LEVEL WALL AREA LOWER LEVEL WALL AREA 455.00 sq ft GROSS FLOOR AREA: 455.0 s.f. DECK AREA: 0.0 s.f. TOTAL + EXEMPT WALL AREA: RE: 03/A200C NON-EXEMPT %: 2.2% 02 ENTRY LEVEL AREA PLAN | DETACHED GUEST QUARTERS 1/8" = 1'-0" 03 SUBSURFACE WALL AREA CALCULATIONS | DETACHED GUEST QUARTERS 1/8" = 1'-0" 01 LOWER LEVEL AREA PLAN | DETACHED GUEST QUARTERS 1/8" = 1'-0" N N 10/30/2018 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A201 10/19/2018 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 8161110.19.2018 4,981.72 sq ft DNUP DN 4,634.43 sq ft 1,536.21 sq ft GROSS FLOOR AREA (GFA) HOUSE: LOWER LEVEL GROSS AREA: 4,981.72 s.f. MAIN LEVEL GROSS AREA: 4,634.43 s.f. UPPER LEVEL GROSS AREA: 1,536.21 s.f. TOTAL HOUSE GFA: 11,152.36 s.f. GROSS FLOOR AREA (GFA) DETACHED GUEST QUARTERS: LOWER LEVEL GROSS AREA: 375.30 s.f. MAIN LEVEL GROSS AREA: 324.73 s.f. TOTAL DETATCHED GUEST QUARTERS GFA: 700.03 s.f. TOTAL GROSS FLOOR AREA: TOTAL HOUSE + GUEST QUARTERS GROSS AREA: 11,852.39 s.f. 375.30 sq ft324.73 sq ft 01 LOWER LEVEL GROSS AREA PLAN 1/8" = 1'-0" 02 MAIN LEVEL GROSS AREA PLAN 1/8" = 1'-0" 03 UPPER LEVEL GROSS AREA PLAN 1/8" = 1'-0" 04 DGQ | LOWER LEVEL GROSS AREA PLAN 1/8" = 1'-0" 05 DGQ | MAIN LEVEL GROSS AREA PLAN 1/8" = 1'-0" NOTES: 1. BUILDING GROSS AREA PLANS ON THIS SHEET ILLUSTRATE FIRE AREAS DEFINED BY 2015 IBC SECTION 902 RELATED TO FIRE SUPPRESSION REQUIREMENTS ONLY. REFER TO FAR CALCULATIONS FOR ACTUAL FLOOR AREA. 2. FIRE SUPPRESSION SYSTEM TO BE SUPPLIED PER SECTION P2904 OR NFPA 13D. 3. SMOKE ALARMS PER NFPA 72 REQUIREMENTS PER 2015 IRC SECTION R314. N NN 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A202 10/19/2018 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 8161110.19.2018 01 A406 A506 A406 01 A506 02 A502 120'-4" 25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6"12'-6"12'-6"12'-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 A401 02 A402 01 A405 02 A405 DNUP DN 104 KITCHEN 109 POWDER #3 108 PANTRY 113 WINE 111 HALL 112 OFFICE 114 MUDROOM 107 STAIR #2 116 GARAGE WINE DECK 02 A506 4 4 B B C C D D F F G G H H J J K K L L 2 2 3 3 6 6 A A E E 5 5 1 1 7'-8 3/4"4'-3 1/4"5'-6"21'10'7'-8 3/4"4'-3 1/4"5'-6"21'10'48'-6"01 A402 02 A401 101 STAIR #1 100 ENTRY 106 GALLERY 103 DINING 102 LIVING ROOMMATCHLINE MATCHLINE01 GRID LAYOUT PLAN 3/16" = 1'-0" N 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A300a 10/19/2018 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 8161110.19.2018 120'-4" 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" [7765.02'] EL. + 81'- 4" [7763.83'] T.O. CONC. CRAWLSPACE T.O. CONC. CRAWLSPACE 02 A502 01 A502 01 A502 01 A504 01 A504 01 A503 01 A503 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. COLUMNS, RE: STRUCT. 42"x42" ACCESS PANEL WITH TRANSFER GRILLE (RE: MECH), G.C. TO V.I.F. LOCATION, COORDINATE WITH STRUCTURAL ENGINEER 4 B B C C D D F F G G H H J J K K L L 2 3 6 E E 5 1 01 A402 02 A401 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. 4. RADON MITIGATION PER IRC APPENDIX F. REFER TO DETAIL / DIAGRAM 08/A602. 5. CRAWLSPACE TO BE MECHANICALLY CONDITIONED (REFER TO MECH.), BUT OUTSIDE OF THE THERMAL ENVELOPE PER OUR REScheck. 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A300b 10/19/2018 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 8161110.19.2018 01 A406 02 A506 04 A406 01 A506 120'-4" 25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-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" [7765.02'] T.O. CONC. CRAWLSPACE 01 A501 01 A501 01 A502 01 A502 01 A401 02 A402 02 A506 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 B B C C D D F F G G 2 3 6 A A E E 5 1 01 A402 01 CRAWLSPACE PLAN | WEST 1/4" = 1'-0" N 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A301a 10/19/2018 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 8161110.19.2018 002B 008A 012A 013A 016A 017A 002A 006A 018A 007A 011A 014B018B 003A 001A W D 01 A702a 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"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'-11"26'-7 3/4" 2 3/4" 7'-3"7'-3"1'-11"25'-2 3/4"2'-9 1/4"40'-9 1/4"3'-2"7'-8"25'10'-8"5 1/2"4'4'-5 1/2"5 1/2"10'-4"3 1/2"1'-8" 9" 6'-7 3/4"9 1/4" 8'-9"4'5 1/2"1'-1"5 1/2"18'-1 3/4"3'-3/4" 5 1/2" 7 1/2" 1'-4"2'-8" 7 1/2"5 1/2" 2'-2"2'-1"3 1/2"5 1/2"4'-2 3/4"3 1/2"3'-10 3/4"3 1/2"1'-6"3 1/2"5 1/2"4'-2"1'-8"5 1/2"1'-8"4'-4"5'-11"5 1/2"RE: A/V 120'-4" 7'-9"14'-6"7'-3"7'-3"14'-6"4'1'-6" 1'-6" EL. 88'-0" [7770.50'] EL. 87'-0" [7769.50'] EL. 86'-6" [7769.00'] EL. 87'-11 1/4" 01 A505 02 A502 UP UP STOR. BELOW DROP-DOWN CEILING PROJECTOR, RE: AV DOOR TO STORAGE BELOW HALF WALL [T.O. WALL= 3'-0" A.F.F.] HOT TUB, RE: LANDSCAPE OUTLINE OF STRUCTURE ABOVE DN A/V BUILT-INS, RE: INTERIORS 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 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 CL CLCLFURRED OUT WALL WITH INTEGRATED A/V EQUIPMENT, RE: A/V FURRED OUT WALL, RE: MECH 005 STORAGE BAR OUTLINE OF EXTERIOR WALL ABOVE CL CL01 A502 01 A502 01 A504 01 A504 01 A503 01 A503 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: LANDSCAPE + INTERIORS W-1 CEILING TRANSITION ABOVE G.C. TO PROVIDE GAS + ELECTRICAL SUPPLY STEEL COLUMN; RE: STRUCTURAL W-2 R.O.R.O.R.O.R.O.R.O.R.O.R.O.DUCTS, RE: MECH. COORDINATE STEP LENGTH WITH LANDSCAPE PER BUILT-IN SEATING DESIGN R.O. B B C C D D F F G G H H J J K K L L 2 3 6 E E 5 1 01 A402 02 A401 01 LOWER LEVEL FLOOR PLAN | EAST 1/4" = 1'-0" N NOTES: 1. SITE ELEVATION 7782.50' = 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. 10/30/2018 EU 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A301b 10/19/2018 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 8161110.19.2018 01 A406 02 A506 04 A406 01 A506 008A 009A 012A 013A 016A 017A 019A 019B 006A 018A 020A 021A 007A 011A 014B018B 003A W D 01 A702a 7'-3" 25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6" 25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6" 113'-10 1/2"6'-10 3/4"68'-11" 9'-5"13'-8" 7'-3"7'-3"7'-3"1'-11"2'-9 1/4"3 1/2" 1'-11 1/2"7'-1 1/2"5 1/2"3'-11"5 1/2"4'5 1/2"1'-4"3 1/2"10'-8"5 1/2"4'4'-5 1/2"5 1/2"10'-4"3 1/2"1'-8" 9" 6'-7 3/4"9 1/4"3 1/2"12'-5 1/4"5 1/2"1'-7 1/2"7 1/2"1'-5"1'-8"5 1/2"1'-8"4'-10"5 1/2"4'5 1/2"8'-5"3 1/2"3 1/2"1"3 1/2"1'-8"3 1/2"6'-6 1/2"5 1/2"5'-9"5 1/2"3'2'5 1/2"8'-9"4'5 1/2"1'-1"5 1/2"18'-1 3/4"3'-3/4" 5 1/2" 7 1/2" 1'-4"2'-8"7 1/2"5 1/2"2'-2"2'-1"3 1/2"5 1/2"4'-2 3/4"3 1/2"3'-10 3/4"3 1/2"1'-4"3 1/2"1'-6"3 1/2"5 1/2"4'-2"1'-8"5 1/2"1'-8"4'-4"5'-11"5 1/2"RE: A/V 120'-4" 7'-9" EL. 86'-6" [7769.00'] EL. 87'-11 1/4" UP HIDDEN DOOR / BUILT-IN CABINET STOR. BELOW FLOOR HATCH DOOR TO STORAGE BELOW HALF WALL [T.O. WALL= 3'-0" A.F.F.] A/V BUILT-INS, RE: INTERIORS 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 T.O. F.F. TYP. 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 CLCLCL CL CL CL CLCLFURRED OUT WALL, RE: MECH 005 STORAGE BAR OUTLINE OF EXTERIOR WALL ABOVE OUTLINE OF EXTERIOR WALL ABOVE CL 01 A501 01 A501 01 A502 01 A502 01 A401 02 A402 02 A506 4 7'-8 3/4"4'-3 1/4"5'-6"21'10'48'-6"40'-9 1/4"EL. 90'-8 1/4" EL. 90'-9" STEEL EGRESS LADDER PER 2015 IRC R310.2.3.1 RETAINING WALL, RE: LANDSCAPE MATCHLINEMATCHLINEW-7W-8 SAFETY GLAZING AT SHOWER ENCLOSURES + DOORS, TYP. T.O. DRAIN T.O. CONCRETE W-2 R.O.R.O.R.O.R.O.R.O.R.O. B B C C D D F F G G 2 3 6 A A E E 5 1 01 A402 01 LOWER LEVEL FLOOR PLAN | WEST 1/4" = 1'-0" N 10/30/2018 2015 IRC Code References V Bathroom and balanced whole house mechanical ventilation req. Ordinance 40, 2016 CO Carbon monoxide detector per City Ordinance 41 series 2016 DE Clothes dryer exhaust, 2015 IMC 504. Makeup air required if over 200 CFM EE Emergency escape required, 2015 IRC R310.1 EU Enclosed usable space under stairs shall be 775 in Gyp, 2015 IRC R302.7 ET Exhausts terminate 3ft from prop line and openings, 10ft from intakes, 2015 IMC 501.3.1 G/D Garage/dwelling separation, 2015 IRC R302.5 and R302.6 GR Guardrails, 36in min high, 4in max opening; required at 30in drop any point w/in 36in horizontally, 2015 IRC R312 HR Handrails 34in-38in high, 2015 IRC R311.7.8 MA Make up air required if hood exhausts greater than 400 CFM, 2015 IMC 505.2 SA Smoke alarms installed to NFPA 72 requirements, 2015 IRC R314 EE EE EE V VVV V HR GR DE ET SA SA SA CO SA 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A302a 10/19/2018 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 8161110.19.2018 109A 114A 112A 113A 111A 108A 100A 02 A702a 02 A701 01 A703 02 A502 120'-4" 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" 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" 21'-1 1/2"26'33'-5 1/2" 6"1'-1/2"5'5'-5 1/4"1'10'-6"1'2'-2 1/2" 2 1/2" 6" 7'-3" 2'-2"6'-2"2'-2"12'36'-6"5 1/2"7'-8 1/2"21'12'-3"12'-6"10'-10 1/4"2'-7 1/2" 2 1/2"3" 13'-11"43'-7 1/2"38'-2 3/4" 11 3/4"8'-6"8'8'-6"1'-6"8'-6"3'1'-6"3'1'-6"15'-4"5 1/2"10'-7 1/2"5 1/2"2'-6 1/4"2'-6 1/4"5 1/2"3'-3 1/2"13'-10"3'-5"5 1/2"2'-1"5 1/2"6"5 1/2"5 1/2" 5 1/2" 5 1/2"2'9'-1"5'-5 1/2"2'-2 1/2" 5 1/2" 5 1/2" 3'-7 1/2"3'-7 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"3'-2"3'-4 1/4"4'7'-9"10'-6"1'3'-2"1'-1 1/2"1'-2"3"4'-5"3" 9'-5"12'6"12'6"12'6"12'1'-2 3/4" 8'-9"11'-11 1/2" EL. 100'-0" [7782.5'] EL. 99'-9" [7782.25'] 01 A502 01 A502 01 A504 01 A504 01 A503 01 A503 01 A401 01 A405 02 A405 i03 i02 i01 DN DASHED LINES ILLUSTRATE OUTLINE OF SOFFIT ABOVE UP DN BUILDING ENVELOPE BUILDING ENVELOPEBOILER FLUES, RE: MECH BUILT-IN LOCKERS COUNTERTOP WITH STORAGE BELOW 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"SLOPET.O. F.F. MAIN LEVEL T.O. PLY MAIN LEVEL GARAGE SEPARATION PER 2015 IRC R302.6, RE: INTERIORS FURR OUT WALL, RE: MECH FURRED OUT WALL, RE: MECH HB. HB. [V.I.F.] OUTLINE OF ROOF ABOVE CLCL CL DW TRASH COMBI STEAM ICE FURRED UP FLOOR BELOW, RE: MECH +36" [REFER TO KITCHEN DESINGER DOCUMENTS] DW WINE OVEN REF DRWR REF DRWR DW OVEN FRZR REF PANTRY PANTRY KITCHEN RANGE POP- UP EXHAUST, RE: MECH. (INCLUDING MAKE-UP AIR)CL4 B B C C D D F F G G H H J J K K L L 2 3 6 E E 5 1 7'-8 3/4"4'-3 1/4"5'-6"21'10'01 A402 02 A401 CLERESTORY WINDOW ABOVE 101 STAIR #1 100 ENTRY 106 GALLERY 103 DINING 102 LIVING ROOMMATCHLINE MATCHLINEW-7 W-3 CUSTOM MASONRY FIREPLACE WITH 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. 3/16" : 12" SLOPE [TYPICAL] DECORATIVE SLIDING DOOR, RE: INTS. + OWNER 01 MAIN LEVEL FLOOR PLAN | EAST 1/4" = 1'-0" N NOTES: 1. SITE ELEVATION 7782.50' = 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. 07.25.18 10/30/2018 GR V MA 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A302b 10/19/2018 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 8161110.19.2018 01 A406 03 A506 02 A506 04 A406 01 A506 109A 116C 114A 112A 113A 108A 116B 116A 02 A702a 120'-4" 25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6" 25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6" 25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-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' 6" 6" 1'-6"18'-2"1'-9"1'-11 1/2"9'-2"7'-3"3'-2"8'-6"5 1/2"7'-8 1/2"21' 13'-11"43'-7 1/2"1'-6"3'1'-6"15'-4"5 1/2"5 1/2"2'-6 1/2"3 1/2"5 1/2"10'-7 1/2"5 1/2"2'-6 1/4"2'-6 1/4"5 1/2"3'-3 1/2"13'-10"3'-5"5 1/2"2'-1"5 1/2"6"5 1/2" 5 1/2" 2'-4"3 1/2" 5 1/2"5 1/2" 5 1/2" 5 1/2"2'9'-1"5'-5 1/2"2'-2 1/2" 5 1/2" 5 1/2" 3'-7 1/2"3'-7 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"3'-2"3'-4 1/4"4'3'-2"1'-1 1/2"1'-2"3"4'-5"3" 9'-5"9'-5"8'-5" 8'-9"11'-11 1/2" 01 A501 01 A501 01 A502 01 A502 01 A401 02 A402 01 A405 i03 i02 i01 UP DN BUILDING ENVELOPE BUILDI N G ENVEL OPE BOILER FLUES, RE: MECH RETAINING WALLBUILT-IN LOCKERS COUNTERTOP WITH STORAGE BELOW 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"SLOPEOUTLINE OF DRIVE, RE: CIVIL + LANDSCAPE GARAGE SEPARATION PER 2015 IRC R302.6, RE: INTERIORS FURR OUT WALL, RE: MECH FURRED OUT WALL, RE: MECH HB. HB. HB. [V.I.F.]CLCL CL BUILT-IN CABINET COMBI STEAM ICE FURRED UP FLOOR BELOW, RE: MECH +36" V.I.F.V.I.F.[REFER TO KITCHEN DESINGER DOCUMENTS] WINE OVEN REF DRWR REF DRWR DW OVEN FRZR REF PANTRY PANTRY CL02 A506 4 B B C C D D F F G G 2 3 6 A A E E 5 1 7'-8 3/4"4'-3 1/4"5'-6"21'10'48'-6"7'-8 3/4"4'-3 1/4"5'-6"21'10'17'-6"24'-6"6'-6"5 1/2"6"01 A402 OUTLINE OF ROOF ABOVE 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 R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O. R.O. W-4 CONDENSER UNITS, RE: MECH OUTLINE OF CONCRETE WALL BELOW TRENCH DRAINS 3/16" : 12" SLOPE [TYPICAL] 3/16" : 12" SLOPE [TYPICAL] 3/16" : 12" SLOPE [TYPICAL] DECORATIVE SLIDING DOOR, RE: INTS. + OWNER FURRED OUT VENEER WALLS FURRED OUT VENEER WALLFURRED OUT VENEER WALL01 MAIN LEVEL FLOOR PLAN | WEST 1/4" = 1'-0" N 10/30/2018 G/D CO SA 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A303a 10/19/2018 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 8161110.19.2018 203A 205A 201A 202C 03 A702a 01 A704 02 A502 01 A502 01 A502 01 A504 01 A504 01 A503 01 A503 01 A401 12'-6"12'-6"12'-6"12'-6"12'-6"8'-3"11'-6 1/2"8'-7"3'-11" 120'-4" 8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6"12'-6"12'-6"12'-6" 53'-11" 21'-1 1/2" 6" EQ.13'-1 1/2"EQ.9"1'-4"5'-6"12'-7"18'-5"3'-8"5'-1"3'-10"11' 20'-10"5 1/2"2'-11 1/2"6'-7 1/2" 3" 3'-2" 11 1/2" 6"EL. 111'-9" [7794.50'] EL. 111'-6" [7794.25'] 02 A505 02 A505 OUTLINE OF ROOF BELOW MASTER DECK202 MASTER BEDROOM 206b MASTER DRESSING HIS 205 W.C. 201 HALL 207 STAIR #2 DS. NOTE: REFER TO ROOF PLANS FOR ROOF DESIGN BELOW. 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 FACE OF FURRED OUT WALL FINISH WITH INTEGRATED DOOR TO ALIGN WITH WINDOW MULLION, RE: INT. + MECH TYP. 206b MASTER DRESSING HIS DN CL 4 B B C C D D F F G G H H J J K K L L 2 3 6 E E 5 1 01 A402 02 A401 54'-4 1/2" 12'-6"12'-10" 3 1/2"4'-6" 3 1/2" 5 1/2"19'-2 1/2"5 1/2"7'-8 3/4"4'-3 1/4"5'-6"21'10'MATCHLINEMATCHLINETRANSOM WINDOWS ABOVE CLERESTORY WINDOWS ABOVE, RE: ELEVATION R.O.R.O.R.O.R.O.R.O.R.O. R.O.R.O. W-7 3/16" : 12"SLOPER.O.R.O.R.O.R.O. 01 UPPER LEVEL FLOOR PLAN | EAST 1/4" = 1'-0" N NOTES: 1. SITE ELEVATION 7782.50' = 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. 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A303b 10/19/2018 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 8161110.19.2018 01 A406 02 A506 04 A406 01 A506 203A 202B 205A 202A 201A 202C 12 A602 03 A702a 01 A704 01 A501 01 A501 01 A502 01 A502 01 A401 02 A402 12'-6"25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11" 120'-4" 25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6" 5 1/2"53'-11" 21'-1 1/2" 6" EQ.13'-1 1/2"EQ.7'-6"2'-5 1/2"9"5'-6"9"9'9"1'-4"5'-6"12'-7"18'-5"3'-8"5'-1"3'-10"42'-11"11'4'-8 1/2"3'7'-4 1/2"5 1/2"6 1/2"5 1/2"4'5 1/2"5 1/2"7'-1/2"5 1/2"11'11"1'-9"20'-10"5 1/2" 8'-5"2'-11 1/2"6'-7 1/2" 3" 3'-2" 11 1/2" 6"5 1/2"3 1/2"2'-7 1/2"3'-9 1/2"5 1/2"EL. 111'-9" [7794.50'] EL. 111'-6" [7794.25'] 02 A505 02 A505 MASTER DECK SAUNA 206a MASTER DRESSING HERS 203 MASTER BATH 202 MASTER BEDROOM 206b MASTER DRESSING HIS 205 W.C. 201 HALL 207 STAIR #2 DS. 204 STEAM SHOWER OUTLINE OF STRUCTURE BELOW 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 FACE OF FURRED OUT WALL FINISH WITH INTEGRATED DOOR TO ALIGN WITH WINDOW MULLION, RE: INT. + MECH WASHER BOX TYP. 36" HIGH DRESSER 206b MASTER DRESSING HISOUTLINE OF CONCRETE WALL BELOW OUTLINE OF STRUCTURE ABOVE DS. DN CL CL 02 A506 4 B B C C D D F F G G 2 3 6 A A E E 5 1 01 A4027'-8 3/4"4'-3 1/4"5'-6"21'10'48'-6"5 1/2"29'-3"1'-9"9"2'-8 1/2"7'-11 1/2"3 1/2"54'-4 1/2" 1'-1/2" 6'-5 1/2" 5 1/2" 9'-7 1/2"12'-6"12'-10" 3 1/2"4'-6" 3 1/2" 5 1/2"19'-2 1/2"5 1/2"7'-2 1/4"5'-1 3/4"9"CLERESTORY WINDOWS ABOVE, RE: ELEVATION MATCHLINEMATCHLINEFREE-STANDING TUB. RE: INTERIORS CLERESTORY WINDOW ABOVE, RE: ELEVATION SAFETY GLAZING AT SHOWER ENCLOSURES + DOORS, TYP. TRANSOM WINDOWS 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.R.O. R.O.R.O. W-7 3/16" : 12"SLOPEGC TO PROVIDE GAS SUPPLY FOR FIREPIT APPLIANCE FURRED OUT VENEER WALLS FURRED OUT VENEER WALL R.O.R.O.R.O.R.O.R.O.R.O. 01 UPPER LEVEL FLOOR PLAN | WEST 1/4" = 1'-0" N 10/30/2018 SA CO CO SA GR V V 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A304a 10/19/2018 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 8161110.19.2018 08 A604 04 A603 07 A603 10 A603 06 A603 11 A603 03 A603 03 A603 08 A604 03 A603 03 A603 07 A603 10 A603 04 A603 07 A603 11 A603 02 A502 01 A502 01 A502 01 A504 01 A504 01 A503 01 A503 01 A401 120'-4" 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"21'10'3"12'6"12'6"12'6"12'1'-2 3/4" 5'-11 1/4"28'-4 1/2"9'-3"17'-11"1'-9"3'6'3'03 A405 OUTLINE OF ROOF ENTRY ROOF BELOW WALL BELOW SKYLIGHT OUTLINE OF WINE DECK BELOW DS. [BELOW] DS. DRAIN DS. OUTLINE OF ROOF OPENING OVERFLOW DRAIN DRAIN OVERFLOW DRAIN D.S. TO DRAIN TO ROOF BELOW DRAIN SIM. SIM. SIM.5/8" : 12"SLOPE5/8" : 12"SLOPE4 B B C C D D F F G G H H J J K K L L 2 3 6 E E 5 1 01 A402 02 A401 CHIMNEY FLUESMATCHLINE MATCHLINER.O.R.O.R.O.R.O. 01 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. DRAINS AND OVERFLOW DRAINS AT FLAT ROOFS ARE ILLUSTRATED PER 2015 R903.4 WITH PIPING DEPICTED ON RCPs. 3" PIPING IS ASSUMED. G.C.C TO VERIFY IN FIELD FINAL LOCATIONS WITH ARCHITECT AND ROOFING SUBCONTRACTOR. 5. REFER TO FLOOR PLANS, ROOF PLAN, AND ELEVATIONS FOR GUTTER AND DOWNSPOUT LOCATIONS. ALL DOWNSPOUTS AND EXOPOSED GUTTERS TO BE SQUARE. 6. 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. 7. 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. 8. G.C. TO INSTALL ELECTRICAL JUNCTION BOXES AS NECESSARY FOR FUTURE HEAT TAPE. 9. G.C. TO INSTALL ANCHOR HOOKS AS NECESSARY FOR ROOF INSTALLATION AND MAINTENANCE. 10. MINIMIZE VENTING PENETRATIONS BY COMBINING PIPES WHERE POSSIBLE. 11. MEMBRANE ROOF TO INLCUDE A STANDING SEAM PROFILE AS ILLUSTRATED ON ROOF PLANS BY SIKA SARNAFIL ("DECOR PROFILE") OR SIMILAR. 12. 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 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A304b 10/19/2018 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 8161110.19.2018 01 A406 02 A506 04 A406 01 A506 03 A603 03 A603 06 A603 08 A604 03 A603 03 A603 07 A603 03 A603 10 A603 04 A603 07 A603 11 A603 03 A603 07 A603 01 A501 01 A501 01 A502 01 A502 01 A401 02 A402 120'-4" 25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6"48'-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"21'10'3" 28'-4 1/2"9'-3"17'-11" 4' 03 A405 OUTLINE OF STRUCTURE BELOW OUTLINE OF ROOF DS. DS. [BELOW] DS. DRAIN CLERESTORY WINDOWS BELOW, RE: ELEVATIONS PHOTOVOLTAIC PANELS [68 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 DS. OVERFLOW DRAIN D.S. TO DRAIN TO ROOF BELOW D.S. TO DRAIN TO ROOF BELOW DRAIN OVERFLOW DRAIN SIM. SIM. 02 A506 5/8" : 12"SLOPE4 B B C C D D F F G G 2 3 6 A A E E 5 1 01 A402MATCHLINEMATCHLINE 01 ROOF PLAN | WEST 1/4" = 1'-0" N 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A305a 10/19/2018 AS NOTED DETACHED GUEST QUARTERS | FLOOR + ROOF 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 8161110.19.2018 EL. 100'-0" [7782.50'] 01 A406 03 A506 02 A506 04 A406 HB. A-01A-01 FLEX ROOM T.O. F.F. ENTRY LEVEL U.C. REF. DW 01 A506 A01A 5'21'17'-6"20'-1"11"11 1/2"3 1/2"15'-4"11" 26'11 1/2"11'-9"3"3'-2"2"3 1/2"5"3 1/2"3'-2"3 1/2"12'-2" EGRESS WELL HANDRAIL 34" ABOVE TREAD NOSING, PER 2015 IRC 311.7.8 TREADS AND RISERS PER 2015 IRC R311.7.5 02 A506 16 TREADS @ 10 1/2" / 1 LANDING 18 RISERS @ 7" X.A X.A X.C X.C X.2 X.2 X.1 X.1 X.B X.B 17'-6"5'21' 11'-9"3 1/2" OUTLINE OF STRUCTURE ABOVE RETAINING WALL, RE: LANDSCAPE + STRUCT. DN OUTLINE OF STRUCTURE BELOW OUTLINE OF STRUCTURE ABOVER.O.R.O.R.O.A-04a BATH A-02 SITTING A-03 BEDROOM A-04b W.C. 01 A406 03 A506 02 A506 04 A406 UP 01 A506 A03A A04A A04B A02A 26' 5'21'17'-6"5'21'17'-6"3'-2"3' 3 1/2" 11'-7 1/2"3 1/2"2'-10 1/4"2'-10 1/4"5 1/2"6'3 1/2"3 1/2"3 1/2"4'-8 1/2"3 1/2"5'-1 3/4"1'-11 3/4"3 1/2"2'-10 1/2"3 1/2"3'-2" 2'-4" 01 A501 02 A506 EL. 89'- 6" [7772.00'] EL. 89'- 5 1/2" EL. 92'-8 3/4" EL. 92'-9 1/2" STAIRS ABOVE T.O. F.F. LOWER LEVEL CRAWLSPACE HATCH CONCRETE FOUNDATION WALL, RE: STRUCTURAL W D T.O. FLOOR DRAIN FURRED OUT WALL, RE: MECH OUTLINE OF CEILING ABOVE[3'-0" FINISHDIM.]STEEL EGRESS LADDER PER 2015 IRC R310.2.3.1 CLCL CL T.O. DRAIN T.O. CONCRETE X.A X.A X.C X.C X.2 X.2 X.1 X.1 X.B X.B 01 A406 03 A506 02 A506 04 A406 01 A506 26'17'-6"5'21' 5'21'11"11" DRAIN OVERFLOW DRAIN 02 A506 X.A X.A X.C X.C X.2 X.2 X.1 X.1 X.B X.B 17'-6"RETAINING WALL BELOW, RE: LANDSCAPE OUTLINE OF STRUCTURE BELOW EGRESS WELL BELOW, CRAWL SPACE [4' HIGH / STORAGE]01 A406 03 A506 02 A506 04 A406 01 A506 26' 5'21'17'-6"5'21'17'-6"02 A506 EL. 84'- 3" [7766.75'] G.C. TO PROVIDE ELECTRICAL POWER FOR RADON POWER VENTING (AS REQUIRED), FINAL LOCATION TO BE V.I.F. CONCRETE FOUNDATION WALL, RE: STRUCTURAL W-1 CRAWLSPACE HATCH ABOVE T.O. CONC. CRAWLSPACE X.A X.A X.C X.C X.2 X.2 X.1 X.1 X.B X.B 03 DETACHED GUEST QUARTERS | ENTRY LEVEL FLOOR PLAN 1/4" = 1'-0" 02 DETACHED GUEST QUARTERS | LOWER LEVEL FLOOR PLAN 1/4" = 1'-0" 04 DETACHED GUEST QUARTER | ROOF PLAN 1/4" = 1'-0" 01 DETACHED GUEST QUARTERS | CRAWL SPACE PLAN 1/4" = 1'-0" N FLOOR PLAN NOTES: 1. SITE ELEVATION 7782.50' = 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 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. 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. 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 NN 10/30/2018 CO CO SA SA SA 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A401a 10/19/2018 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 8161110.19.2018 L K J H G F D CE 05 A803 09 A803 01 A803 12'-6"12'-6"12'-6"12'-6"12'-6"3'-11"8'-7"11'-6 1/2"5'-6"5'-6"30' [MAXIMUM BUILDING HEIGHT]EL. 112'- 0" [7794.50'] EL. 100'- 0" [7782.50'] EL. 88'- 0" [7770.50'] EL. 81'- 4" [7763.83'] EL. 112'- 6" EL. 113'- 6" EL. 109'- 6" EL. 82'- 6 1/4" [7765.02'] 01 A504 01 A503 01 A502 10 09 08 0607 03 04 01 11 T.O. F.F. UPPER LEVEL T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL T.O. CONC. CRAWLSPACE 30' HEIGHT LIMIT ABOVE EXISTING GRADE T.O. WALL BEYOND T.O. WINDOW HEAD T.O. WINDOW HEAD T.O. CONC. CRAWLSPACE LIVING ROOM FLUE TERMINATION ENTRY DOOR FOUNDATION BEYOND, RE: STRUCT. STEEL PLATE CANOPY RE: ROOF PLAN FINISH GRADE EXISTING GRADE FACE OF WALL BEYOND MATCHLINE2 1 58MATCHLINEMATCHLINEGENERAL 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 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A401b 10/19/2018 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 8161110.19.2018MATCHLINEMATCHLINEGFDCBAE 05 A805 05 A803 09 A803 01 A803 12'-6"12'-6"3'-11"8'-7"11'-6 1/2"8'-3"25'-6 1/2"30' [MAXIMUM BUILDING HEIGHT]EL. 112'- 0" [7794.50'] EL. 100'- 0" [7782.50'] EL. 88'- 0" [7770.50'] EL. 82'- 6 1/4" [7765.02'] EL. 124'- 0" EL. 120'- 6" EL. 123'- 9 3/4" 01 A502 01 A502 52 03 04 01 56 5354 57 55 T.O. F.F. UPPER LEVEL T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL 30' HEIGHT LIMIT ABOVE EXISTING GRADE T.O. CONC. CRAWLSPACE T.O. WALL BEYOND T.O. WINDOW HEAD T.O. WINDOW HEAD EXISTING GRADE FINISH GRADE RETAINING WALL, RE:LANDSCAPE OUTLINE OF CLERESTORY WINDOW BEYOND FOUNDATIONS BEYOND. RE: STRUCT.MATCHLINE2 1 1 58 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 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A402 10/19/2018 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 8161110.19.2018 6 3 25 14 3'-0"7'-8 3/4"4'-3 1/4"5'-6"21'10'3'-0" MIN.EL. 112'- 0" [7794.50'] EL. 100'- 0" [7782.50'] EL. 88'- 0" [7772.50'] EL. 81'- 4" [7763.83'] EL. 92'- 6" EL. 82'- 6 1/4" [7765.02'] EL. 120'- 6" EL. 110'- 6" 12 1315 59 19 1416 37 3638 T.O. F.F. UPPER LEVEL T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL 30' HEIGHT LIMIT ABOVE EXISTING GRADE LIVING ROOM FLUE TERMINATION STEEL PLATE CANOPY T.O. CONC. CRAWLSPACE MASTER SUITE ELEVATION BEYOND T.O. CONC. CRAWLSPACEVERIFY WITHMANUFACTURERT.O. WINDOW HEAD T.O. WINDOW HEAD FOUNDATIONS BEYOND. RE: STRUCT. RETAINING WALL, RE: STRUCT. 36" HIGH GLASS GUARDRAIL PER 2015 IRC R312 GRILLE, RE: MECH. SLIDING DOORS BEYOND, RE: DOOR SCHEDULE 01 A505 EXISTING GRADE FINISH GRADE 1 3 5/812 3 2 T.O. WALL 3 2 1 3 CONTROL POINT 2 RE: A103C 30' HEIGHT ABOVE CONTROL POINT 2 RE: A103C 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" 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A403a 10/19/2018 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 8161110.19.2018 D F G H J K LE 03 A604 02 A604 30' [MAXIMUM BUILDING HEIGHT]8'-7"3'-11"12'-6"12'-6"12'-6"12'-6"12'-6"3'3'EL. 112'- 0" [7794.50'] EL. 88'- 0" [7770.50'] EL. 82'- 6 1/4" [7765.02'] EL. 81'- 4" [7763.83'] 25 32 27 28 2630 23 35 29 21 24 22 33 18 T.O. F.F. UPPER LEVEL T.O. F.F. LOWER LEVEL 30' HEIGHT LIMIT ABOVE EXISTING GRADE BEYOND BEYOND LIVING ROOM FLUE TERMINATION [BELOW HEIGHT LIMIT BEYOND] T.O. CONC. CRAWLSPACE T.O. CONC. CRAWLSPACE[MIN.][MIN.]EXISTING GRADE AT FACADE FINISH GRADE FOUNDATION BEYOND, RE: STRUCT. GRILLE AT WALL BEYOND, RE: MECH10 A805 06 A805 02 A805 EL. 100'- 0" [7782.50'] 01 A502 01 A503 01 A504 02 A505 MATCHLINEMATCHLINE1 3 1 RETAINING WALL, RE: STRUCT. T.O. F.F. ENTRY LEVELMATCHLINEMATCHLINET.O. WALL [TO ALIGN WITH BOTTOM OF OFFICE SOFFIT FINISH] 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 SOUTH ELEVATION 1/4" = 1'-0" SOUTH ELEVATION A403a A403b 07.25.18 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A403b 10/19/2018 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 8161110.19.2018 A B C D F G HE 03 A604 02 A604 25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6"12'-6"3'30' [MAXIMUM BUILDING HEIGHT]3'EL. 112'- 0" [7794.50'] EL. 120'- 6" EL. 124'- 11 3/8" EL. 110'- 6" 32 27 20 2830 35 29 33 34 43 3941 44 42 40 45 18 T.O. F.F. UPPER LEVEL BEYOND BEYOND GLASS GUARDRAIL 30' HEIGHT LIMIT ABOVE EXISTING GRADE [MIN.][MIN.]T.O. WINDOW HEAD T.O. WINDOW HEAD T.O. WINDOW HEAD EXHUAST GRILLE, RE: MECH 10 A805 06 A805 02 A805 06 A803 10 A803 02 A803 EL. 100'- 0" [7782.50'] EL. 88'- 0" [7770.50'] EL. 82'- 6 1/4" [7765.02'] EL. 98'- 6 1/4" [V.I.F.] 01 A501 01 A502 01 A503 02 A505 20 MATCHLINEMATCHLINET.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL 3 2 GLASS GUARDRAIL OUTLINE OF EGRESS WELL BEYOND FOUNDATION BEYOND. RE: STRUCT. EGRESS WINDOW BEYOND T.O. CONC. CRAWLSPACE 1 RETAINING WALL RE: LANDSCAPE + STRUCT. EXISTING GRADE FINISH GRADE T.O. WALL [TO ALIGN WITH BOTTOM OF OFFICE SOFFIT FINISH]MATCHLINEMATCHLINET.O. WALL [TO ALIGN WITH BOTTOM OF OFFICE SOFFIT FINISH] 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 SOUTH ELEVATION 1/4" = 1'-0" SOUTH ELEVATION KEY A403b A403a 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A404 10/19/2018 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 8161110.19.2018 2 3 6514 30' [MAXIMUM BUILDING HEIGHT]10'21'5'-6"4'-3 1/4"7'-8 3/4" EL. 112'- 0" [7794.50'] EL. 100'- 0" [7782.50'] EL. 88'- 0" [7770.50'] EL. 82'- 6 1/4" [7765.02'] EL. 120'- 6" 46 51 50 4748 49 T.O. F.F. UPPER LEVEL T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL 30' HEIGHT LIMIT ABOVE EXISTING GRADE T.O. CONC. CRAWLSPACE T.O. WINDOW HEAD EXISTING GRADE FINISH GRADE FOUNDATION BEYOND, RE: STRUCT. BEYOND DOWNSPOUT BEYOND GRILLE, RE: MECH. GAS SUPPLY ENTRANCE TO THE HOUSE, G.C. TO V.I.F. FINAL LOCATION, GAS METER LOCATED NEAR COACH ROAD, RE: C.1.03 ELECTRIC SUPPLY ENTRANCE TO THE HOUSE, G.C. TO V.I.F. FINAL LOCATION, ELECTRIC METER LOCATED NEAR COACH ROAD, RE: C.1.03 09 A602 2 3 2 5/8 12 1 3 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" 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A405 10/19/2018 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 8161110.19.2018 1 30' [MAXIMUM BUILDING HEIGHT]EL.100'- 0" [7782.50'] EL. 88'- 0" [7770.50'] 05 T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL STEEL PLATE CANOPY CRAWL. FAMILY ROOM 002 FINISH GRADE / ENTRY WALKWAY, RE: LANDSCAPE EXISTING GRADE 30' HEIGHT LIMIT ABOVE EXISTING GRADE EL. 82'- 6 1/4" [7765.02'] 1 3 T.O. CONC. CRAWLSPACE 1 30' [MAXIMUM BUILDING HEIGHT]02 006 PWDR #2 CRAWL. 30' HEIGHT LIMIT ABOVE EXISTING GRADE EL. 100'- 0" [7782.50'] EL. 88'- 0" [7770.50'] EL. 82'- 6 1/4" [7765.02'] EL. 112'- 0" [7794.50'] T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL 2 1 EXISTING GRADE T FINISH GRADE / ENTRY WALKWAY, RE: LANDSCAPE T.O. CONC. CRAWLSPACE T.O. F.F. UPPER LEVEL 3 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] 1 2 3 4 5 6 EL. 112'- 0" [7794.50'] EL. 88'- 0" [7770.50'] T.O. F.F. UPPER LEVEL T.O. F.F. LOWER LEVEL LIVING ROOM FLUE TERMINATION BEYOND OUTLINE OF STRUCTURE BEYOND EL. 100'- 0" [7782.50'] 3 T.O. F.F. ENTRY LEVEL [NOT SHOWN FOR CLARITY] 02 HIDDEN EAST ELEV. - TOWARDS ENTRY 1/4" = 1'-0" 01 HIDDEN WEST ELEV. - TOWARDS STAIR #2 1/4" = 1'-0" 03 HIDDEN WEST ELEVATION - VEIW TOWARDS EAST 1/4" = 1'-0" 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A406 10/19/2018 AS NOTED DETACHED GUEST QUARTERS 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 8161110.19.2018 X.2 X.1 17'-6" 02 A506 A-02 3 2 EXISTING GRADE RETAINING WALL FINISH GRADE OUTLINE OF FOUNDATION, RE: STRUCT. EL. 100'- 0" [7782.50'] EL. 89'- 6" [7772.00'] EL. 84'- 3" [7766.75'] T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL T.O. CONC. CRAWLSPACE X.C X.AX.B 15'21'5' A-04 2 3 EXISTING GRADE EGRESS WELL + WINDOW FOUNDATION, RE: STRUCT. HINGED GRATE AT EGRESS WELL FINISH GRADE OUTLINE OF FOUNDATION, RE: STRUCT. METAL FLASHING TO MATCH METAL SIDING, TYPICAL EL. 100'- 0" [7782.50'] EL. 89'- 6" [7772.00'] EL. 84'- 3" [7766.75'] 01 A506 T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL T.O. CONC. CRAWLSPACE 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.A X.CX.B 15'5'21' 01 A506 A-03 2 3 EXISTING GRADE FINISH GRADE OUTLINE OF FOUNDATION, RE: STRUCT. METAL FLASHING TO MATCH METAL SIDING, TYPICAL EL. 100'- 0" [7782.50'] EL. 89'- 6" [7772.00'] EL. 84'- 3" [7766.75'] T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL T.O. CONC. CRAWLSPACE X.1 X.2 15'17'-6" 02 A506 2 METAL FLASHING TO MATCH METAL SIDING, TYPICAL EL. 100'- 0" [7782.50'] EL. 89'- 6" [7772.00'] EL. 84'- 3" [7766.75'] T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL T.O. CONC. CRAWLSPACE EXISTING GRADE FINISH GRADE OUTLINE OF FOUNDATION, RE: STRUCT. 01 DETACHED GUEST QUARTERS | EAST ELEVATION 1/4" = 1'-0" 04 DETACHED GUEST QUARTERS | NORTH ELEVATION 1/4" = 1'-0" 02 DETACHED GUEST QUARTERS | SOUTH ELEVATION 1/4" = 1'-0" 03 DETACHED GUEST QUARTERS | WEST ELEVATION 1/4" = 1'-0" 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A501 10/19/2018 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 8161110.19.2018 6 3 25 14 01 A805 09 A805 5'-5 3/4"24'48'-6" 7'-8 3/4"4'-3 1/4"5'-6"21'10'4' MAX.30' [MAXIMUM BUILDING HEIGHT]15'EL. 100'- 0" [7782.50'] EL. 88'- 0" [7770.50'] EL. 82'- 6 1/4" [7765.02'] EL. 120'- 6" EL. 112'- 0" [7794.50'] 30' HEIGHT LIMIT ABOVE EXISTING GRADE T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER 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. F.F. UPPER LEVEL FINISH GRADE EXISTING GRADE SHAFT WALL, RE: FLOOR PLAN + MECH. SIM. FURRED OUT WALL, RE: MECH SIM.SIM. [MECHANICAL SPACE] BALLAST ROOF TOPPING ROOF / GUTTER DRAINAGE, RE: CIVIL SIM. FURRED DOWN CEILING, RE: RCP 07 A602 01 A601 W-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 W-4 AREA DRAIN IN FOREGROUND, RE: CIVIL EGRESS WELL IN FOREGROUND F-2AIR 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 - A [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 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A502 10/19/2018 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 8161110.19.2018 6 3 25 02 A604 04 A604 01 A604 06 A602 48'-6"3'7'-8 3/4"4'-3 1/4"5'-6"21'10'30' [MAXIMUM BUILDING HEIGHT]4' MAXWINE 113 GALLERY 106 WINE DECK POWDER #2 006 POWDER #1 003 KITCHENETTE 004 CRAWLSPACE 4 1 [MECHANICAL SPACE] 01 A601 05 A602 12'EL. 88'- 0" [7770.50'] EL. 112'- 0" [7794.50'] EL. 100'- 0" [7782.50'] EL. 82'- 6 1/4" [7765.02'] EL. 99'- 6" T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL T.O. F.F. UPPER 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-3 F-1 W-1W-7 W-7 R-2 W-3 W-1 W-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 F-3 F-3 CONTROL POINT 1 RE: A103C 30' HEIGHT ABOVE CONTROL POINT 1 RE: A103C LANDSCAPE FEATURE, RE: LANDSCAPE CRAWLSPACE HATCH, BILCO OR SIMILAR 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] 2 06 A602 30' [MAXIMUM BUILDING HEIGHT]4' MAX.EL. 111'- 8" GALLERY 106 FAMILY ROOM 002 KITCHEN 104 CRAWLSPACE T.O. PLATE SIM. 01 A601 05 A602 EL. 100'- 0" [7782.50'] EL. 88'- 0" [7770.50'] EL. 82'- 6 1/4" [7765.02'] T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL T.O. CONC. CRAWLSPACE EXISTING GRADE 30' HEIGHT LIMIT ABOVE EXISTING GRADE FINISH GRADE MASTER SUITE BEYOND W-2 W-2 F-3 F-3 F-1 W-5 LANDSCAPE FEATURE BEYOND 01 SECTION - B1 [NORTH-SOUTH] 1/4" = 1'-0" 02 SECTION - B2 [NORTH-SOUTH] 1/4" = 1'-0" 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A503 10/19/2018 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 8161110.19.2018 6 5 3 2 14 10 A603 7'-8 3/4"4'-3 1/4"5'-6"21'10' 48'-6"30' [MAXIMUM BUILDING HEIGHT]4' MAX.EL. 88'- 0" [7770.50'] EL. 112'- 0" [7794.50'] EL. 100'- 0" [7782.50'] EL. 82'- 6 1/4" [7765.02'] FAMILY ROOM 002 CRAWLSPACE DINING ROOM 103 ENTRY 100 30' HEIGHT LIMIT ABOVE EXISTING GRADE T.O. F.F. LOWER LEVEL T.O. F.F. UPPER LEVEL T.O. F.F. ENTRY LEVEL T.O. CONC. CRAWLSPACE EXISTING GRADE FINISH GRADE STEEL PLATE CANOPY WALKWAY, RE: LANDSCAPE 01 A601 F-3 F-1 F-3 R-1 W-3 W-2 W-1 W-3 R-2 5/812 W-2 5/812 01 SECTION - C [NORTH-SOUTH] 1/4" = 1'-0" 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A504 10/19/2018 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 8161110.19.2018 6 3 25 14 10 A603 03 A604 06 A603 48'-6" 7'-8 3/4"4'-3 1/4"5'-6"21'10'30' [MAXIMUM BUILDING HEIGHT]EL. 88'- 0" [7770.50'] EL. 100'- 0" [7782.50'] EL. 81'- 4" [7763.83'] 30' HEIGHT LIMIT ABOVE EXISTING GRADE T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL LIVING ROOM 102 OUTDOOR PATIO CRAWLSPACE BEYOND T.O. CONC. CRAWLSPACE SIM SIM EXISTING GRADE FINISH GRADE STEEL PLATE CANOPY BEYOND FOUNDATION BEYOND. RE: STRUCT. EXISTING GRADE AT WINDOW BEYOND 01 A601 4' MAX.EL. 113'- 6" EL. 112'- 0" [7794.50'] EL. 114'- 10 1/8" W-2 W-3 W-1 F-3 R-1 F-2 F-1 W-3 5/812 T.O. PLATE [FACE OF EXT. FRAMING] T.O. F.F. UPPER LEVEL T.O. PLATE [FACE OF EXT. FRAMING] ACCESS PANEL BEYOND, RE: A300a W-2 EL. RE: FLOOR PLANS EL. RE: FLOOR PLAN EL. RE: FLOOR PLANS EL. RE: SECTIONS T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL T.O. CONC. CRAWLSPACE T.O. PLATE [FACE OF EXT. FRAMING] CRAWLSPACE LOWER LEVEL INTERIOR MAIN LEVEL INTERIOR EXTERIOR SEAL RECESSED CANS FOR DRYWALL CEILING METHOD CAULKED TOP PLATE / BLOCKING TO EXTERIOR CONCRETE STRUCTURAL WALL CONCRETE STRUCTURAL WALL (SIMILAR TO EXTERIOR SHEATHING) EXTERIOR SHEATHING CAULKED, GLUED, OR GASKETED TO TOP PLATE / STRUCTURAL HEADER DRYWALL CAULKED, GLUED, OR GASKETED TO TOP PLATE / STRUCTURAL HEADER SEALED WINDOW INSTALLATION PER WINDOW DETAILS CAPILLARY BREAK OVER FOOTING (DAMPPROOFING OR MEMBRANE) EXPANSION JOINT (PER STRUCTURAL) AND SEALANT POLYETHYLENE VAPOR BARRIER THERMAL BREAK 01 SECTION - D [NORTH-SOUTH] 1/4" = 1'-0" 02 EXTERIOR AIR BARRIER DIAGRAM AT CONCRETE WALLS 1/2" = 1'-0" 07.25.18 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A505 10/19/2018 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 8161110.19.2018 12'-6"12'-6"12'-6"12'-6"12'-6" INTERIOR EXTERIOR 4' MAX.EL. 100'- 0" [7782.50'] EL. 88'- 0" [7770.50'] FAMILY ROOM 002 OUTDOOR PATIO CRAWLSPACE SECTION ABOVE NOTSHOWN FOR CLARITYCRAWLSPACE T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVELRE: A703LKJFGH 01 A6014'-0" MAX.EL. 81'- 4" [7763.83'] EL. 87'- 0" [7769.50']EL. 86'- 6" [7769.00'] EL. 82'- 6 1/4" [7765.02'] EL. 100'- 0" [7782.50'] EL. 88'- 0" [7770.50'] BUILT-IN, RE: A705 RECESSED SEATING AREA SLIDING DOORS RECESSED SEATING AREA ROLL DOWN SCREEN POCKET TIGHT TO DUCTWORK T.O. CONC. CRAWLSPACE W-1 F-2 F-1 F-3 W-7 RETAINING WALL, RE: STRUCTURAL EXISTING GRADE FINISH GRADE T.O. F.F. RECESSED SEATINGT.O. F.F. FAMILY RECESSED SEATING F-4 SIM.SIM. FURRED OUT WALL FOR A/V, RE: A/V FLUSH MOUNTED INFRARED HEATERS T.O. CONC. CRAWLSPACE T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL MECH DUCTING, RE: MECH 6 5 3 2 01 A604 05 A603 48'-6"3'-1"7'-8 3/4"4'-3 1/4"5'-6"21'-0"10'-0"30'-0" [MAXIMUM BUILDING HEIGHT]16" MIN.EL. 121'- 5 7/8" EL. 100'- 0" [7782.50'] EL. 124'- 11 5/8" EL. 123'- 10 3/4" T.O. PLATE MUDROOM 114 MASTER DECK STAIR #2 207 4 1 T.O. F.F. ENTRY LEVEL 30' HEIGHT LIMIT ABOVE EXISTING GRADE T.O. PLATE [FACE OF EXT. FRAMING] T.O. PLATEG.C. TO VERIFY WITH MANUFACTURER RECOMMENDATIONS FLUE TERMINATION, INSTALL PER MANUFACTURER'S RECOMMENDATIONS 36" HIGH GLASS GUARDRAIL PER 2015 IRC R312 EXISTING GRADE EL. 112'- 0" [7794.50'] 5/8 12 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" 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A506 10/19/2018 AS NOTED DETACHED GUEST QUARTERS 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 8161110.19.2018 CRAWL SPACE EXISTING GRADE FINISH GRADE EGRESS WELL STRUCTURAL FILL A-01 FLEX ROOM A-04b W.C. A-03 BEDROOM SIM. [w/ CONT. INSUL. + SIDING PER ELEV.] X.2 X.1 17'-6"15'4' MAXEL. 89'- 6" [7772.00'] EL. 100'- 0" [7782.50'] EL. 110'- 6" EL. 84'- 3" [7766.75'] T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL T.O. PLATE T.O. CONC. CRAWLSPACE W-1 W-1 R-2 F-3 W-1 W-1 W-5 W-1 F-5 F-1 F-4 AREA DRAIN, RE: CIVIL EXISTING GRADE FINISH GRADEA-01 FLEX ROOM A-04a BATH A-04b W.C. A-02 SITTING CRAWL SPACE WASHER + DRYER BEYOND, BOSCH 800 SERIES DEPICTED PROVIDE AIR GRILLE PER DOOR SCHEDULE X.A X.CX.B 6'-8"15'4' MAX5'21' SIM. EL. 89'- 6" [7772.00'] EL. 100'- 0" [7782.50'] EL. 110'- 6" EL. 84'- 3" [7766.75'] T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL T.O. PLATE T.O. CONC. CRAWLSPACE W-1 W-1 R-2 F-5 W-1 W-1 F-3 F-1 F-4 F-4 W-5 W-1 F-2 01 DETACHED LIVING QUARTERS | SECTION [NORTH-SOUTH] 1/4" = 1'-0" 02 DETACHED GUEST QUARTERS | SECTION [EAST-WEST] 1/4" = 1'-0" 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A601 10/19/2018 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 8161110.19.2018 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 PLANSEL. + RE: FLOOR PLAN INTERIOR 2x FRAMING WITH SOUND BATT INSULATION GWB INTERIOR T.O. F.F. 'Z' REVEAL MOLDING BY FRY REGLET OR SIMILAR INTERIOR EXTERIOR GWB FRAMING, RE: FLOOR PLANS #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 NOTES: 1. 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. 2. COORDINATE FURRING STRIP DEPTH WITH SCREENED DOWNSPOUTS AS REQUIRED, REFER TO RCPS FOR DOWNSPOUT LOCATIONS. SPRAY FOAM INSULATION (3" = R-21) BATT INSULATION [AT HOUSE ONLY] (2" = R-8) TOTAL INSULATION DETACHED GUEST QUARTERS: R-21 HOUSE: R-29 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. BATT INSULATION [AT HOUSE ONLY] (2" = R-8) TOTAL INSULATION DETACHED GUEST QUARTERS: R-21 HOUSE: R-29 TYP. FLOOR ASSEMBLY, RE: FLOOR PLANS1" INTERIOR 2x4 FRAMING WITH SOUND BATT INSULATION, STAGGER STUDS GWB BASEBOARD / GWB TERMINATION DETAIL, RE: W-7 INTERIOR AIRSPACE RE: FLOOR PLAN EXCLUDE AT "SIM."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 [RE: STRUCT. AT "SIM"]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 PLANS6" 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 CONTINUE WATERPROOFING UP WALL AND TERMINATE PER MANUFACTURER'S RECOMMENDATION T.O. F.F. MAIN LEVEL T.O. CONC. SLAB B.O. CLNG. FINISH T.O. CONC. WALL SLOPE RE: CIVIL METAL FLASHING RE: STRUCT.1'-0"W-2NOTES: 1. PROTECT EXTERIOR INSULATION PER IECC 2015 R303.2.1. 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] CONCRETE FOUNDATION WALL, RE: STRUCT. NOTES: 1. PROTECT EXTERIOR INSULATION PER IECC 2015 R303.2.1. 2. HANGING BATT INSULATION AT CRAWLSPACE WITHOUT FRAMING IS ACCEPTABLE. [NOT DEPICTED ON FLOOR PLANS.] 3. CRAWLSPACE TO BE MECHANICALLY CONDITIONED (REFER TO MECH.), BUT OUTSIDE OF THE THERMAL ENVELOPE PER OUR REScheck. 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 FINISH FLOOR ABOVE GRADE 1 1/2"= 1'-0" 03 FOUNDATION WALL TRANSITION AT 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" 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A602 10/19/2018 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 8161110.19.2018 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]SIMILAR (SIM.)EL. RE: STRUCT. EL. RE: FLOOR PLAN CONCRETE STRUCTURAL SLAB OVER STEEL PAN, RE: STRUCT. STEEL BEAM, RE: STRUCT WITH SPRAY FOAM INSULATION (HOUSE: -R-38 WITH INTERIOR SPACE ABOVE -R-57 WITH EXTERIOR SPACE ABOVE DETACHED GUEST QUARTERS: -R-49 WITH EXTERIOR SPACE ABOVE) GWB AT INTERIOR SPACE SMART BARRIER OR SIMILAR CONCRETE TOPPING SLAB [OR EXTERIOR FINISH PER LANDSCAPE] 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, AS REQUIRED, RE: STRUCT. SLOPE TO DRAIN EPOXY FINISH (AT GARAGE FLOOR ONLY), RE: INTERIORS APPROVED SUBSTRATE BY "AMERICAN HYDROTECH" T.O. CONC. T.O. GARAGE CONC.3"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: 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. 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 CONTINUOUS WATERPROOFING Flex Flash F BY AMERICAN HYDROTECH FOLD Monolithic Membrane 6125-FR BY AMERICAN HYDROTECH OVER SURFACE FOLD Hydroflex BY AMERICAN HYDROTECH DOWN WALL EXPANDING WATER STOP WATER STOP SEAL T.O. CONC. TOPPING RE: STRUCT.EL. RE: STRUCT. EXTERIOR W-1 WATERPROOFING PER 05/A602 ASSEMBLY CONCRETE OVER STEEL PAN, RE: STRUCT. CONCRETE FOUNDATION WALL, RE: STRUCT. SPRAY FOAM [R-42] CONTINUOUS WATERPROOFING 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 EXPANDING WATER STOP WATER STOP SEAL RIGID INSULATION [R-8] ADHERED TO DRAINAGE MAT WITH QUICK-GRIP SLOPE CONCRETE 1/4" : 12" ABOVE REQUIRED STRUCTURAL CONCRETE TOPPING DEPTH INTERIOR T.O. CONC. TOPPINGTYP. FLOOR ASSEMBLYRE: STRUCT.EL. RE: FLOOR PLAN EL. RE: STRUCT. EL. RE: STRUCT. EL. RE: STRUCT. EXTERIORINTERIOR WINDOW, RE: WINDOW SCHEDULE METAL FLASHING SETTING MASTIC FOLD SELF-ADHERED FLASHING AND PROVIDE END DAMS BLOCKING / BACK DAM FINISH FILL MATERIAL, RE: LANDSCAPE LEDGER, RE: STRUCT. STEEL BEAM, RE: STRUCT. CONCRETE OVER STEEL PAN, RE: STRUCT. SPRAY FOAM [R-42] SELF-ADHERED FLASHING W-1 SIM. (SEE INSULATION NOTES ABOVE) CONTINUOUS BEAD OF SEALANT RIGID INSULATION [R-8] ADHERED TO DRAINAGE MAT WITH QUICK-GRIP WATERPROOFING PER 05/A602 ASSEMBLY, FOLD UP WALL AND TERMINATE PER MANUFACTURER'S RECOMMENDATIONS SLOPE CONCRETE 1/4" : 12" ABOVE REQUIRED STRUCTURAL CONCRETE TOPPING DEPTH NOTE: WINDOW FRAME WITH ADDED NAIL FIN DEPICTED. FINAL FRAME PROFILE TO BE APPROVED BY ARCHITECT DURING SHOP DRAWING PROCESS. GWB SPRAY FOAM (R-10.5) CONCRETE WALL (R-.5) RIGID INSULATION (R-10) [TOTAL R-21] T.O. F.F. T.O. PLY. T.O. CONC. WALL T.O. CONC. TOPPING 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 TYP. FLOOR ASSEMBLYEL. RE: STRUCT. EL. RE: FLOOR PLAN EL. RE: STRUCT. W-5 EXTERIORINTERIOR S.T.D. STEEL BEAM AND BLOCKING, RE: SRUCT. TREATED WOOD BLOCKING CONCRETE OVER STEEL PAN, RE: STRUCT. METAL FLASHING STONE FINISH OVER COMPACTED AGGREGATE FILL, RE: LANDSCAPE TERMINATE WATERPROOFING PER MANUFACTURER'S RECOMMENDATIONS SHEET WATERPROOFING (2 LAYERS) WATERPROOFING AND RIGID INSULATION, RE: 05+06 / A602 GWB SPRAY FOAM (R-10.5) CONCRETE WALL (R-.5) RIGID INSULATION (R-10) [TOTAL R-21] METAL FLASHING DRIP EDGE T.O. CONC. WALL T.O. F.F. T.O. PLY. 01 TYPICAL TERRACE ASSEMBLY [F-0] 3" = 1'-0" 02 TYPICAL CRAWLSPACE SLAB ON GRADE ASSEMBLY [F-1] 3" = 1'-0" 03 TYPICAL CONC. OVER METAL DECK 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" 09 FLOOR / WALL TRANSITION AT OFFICE 3" = 1'-0" (GARAGE FLOOR DEPICTED)10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A603 10/19/2018 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 8161110.19.2018 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-6 EXT. NOTE: FOLD WATERPROOFING SYSTEM OVER FACADE AND TERMINATE PER MANUFACTURERS RECOMMENDATIONS. RIM JOIST OR BEAM, RE: STRUCT. METAL STOP METAL FLASHING DRIP EDGE SELF-ADHERED FLASHING Flex Flash UN BY AMERICAN HYDROTECH METAL FLASHING CLIP FOR METAL SIDING 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. 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. BATT INSULATION (R-19) Monolithic Membrane 6125-FR BY AMERICAN HYDROTECH 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 NOTE: REFER TO 09/A603 FOR WATERPROOFING ASSEMBLY AT NON WINDOW APPLICATIONS.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 WITH WOOD BLOCKING, 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: 09/A804 + SCHEDULE NOTE: FOLD WATERPROOFING SYSTEM OVER FACADE AND TERMINATE PER MANUFACTURERS RECOMMENDATIONS. METAL FLASHING R-1 GRID METAL CLIP BLOCKING RE: STRUCT. W-5 R-2 J STEEL BEAM, RE: STRUCT. STEEL BEAM FLANGE BEYOND AT HOUSE, RE: STRUCT. ROOF JOISTS, RE: STRUCT. METAL DRIP EDGE AND FLASHING FLEXIBLE SELF-ADHERED FLASHING RE: TYPICAL FLAT ROOF EAVE DETAIL SIM. BLOCKING PER MANUF.PER MANUF. EXTERIOR PER ROOFING SUBCONTRACTOR'S RECOMMENDATION, G.C. TO VERIFY WITH ARCHITECT STEEL BEAM, RE: STRUCT. SEALANT QUICK SEAM TPO METAL CLIP SINGLE-PLY TPO WITH APPLIED STANDING SEAMS NOTE: FOLD WATERPROOFING SYSTEM OVER FACADE AND TERMINATE PER MANUFACTURERS RECOMMENDATIONS. SELF-ADHERED FLASHING R-1 2x BLOCKING METAL FLASHING METAL CLIP METAL SIDING METAL FLASHING / DRIP EDGE SOFFIT MATERIAL, RE: RCP BUILDING WRAP EXTERIOR SKYLIGHT, RE: SCHEDULE / ROOF PLAN NOTE: COORDINATE FINAL ASSEMBLY / DETAIL WITH LIGHTING SPECIFICATION / REQUIREMENTS. CONTINUOUS ROOF WATERPROOFING, TERMINATE PER MANUFACTURER'S RECOMMENDATION SELF-ADHERED FLASHING WOOD BLOCKING METAL FLASHING STEEL BEAM AND BLOCKING, RE: STRUCT. R-2 EXTERIOR SOFFIT MATERIAL, RE: RCP METAL FLASHING WITH DRIP EDGE SIM. 03 TYPICAL FLAT ROOF EAVE AT WOOD SIDING 3" = 1'-0" 04 TYPICAL FLAT ROOF EAVE AT METAL SIDING 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 TYPICAL FLAT ROOF / WALL TRANSITION 3" = 1'-0" 09 TYPICAL SLOPED ROOF / WALL TRANSITION 3" = 1'-0" 06 TYPICAL SLOPED ROOF EAVE 3" = 1'-0" 11 WINE DECK ROOF FASCIA 3" = 1'-0" 07 TYPICAL SLOPED ROOF RAKE 3" = 1'-0" 08 SKYLIGHT DETAIL AT WINE DECK 3" = 1'-0" 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A604 10/19/2018 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 8161110.19.2018 RE: 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 TYPICAL DECK ASSEBMLYEL. V.I.F. WITH ARCHITECT EL. V.I.F. WITH ARCHITECT RE: 05/A604 TRENCH DRAIN BEAMS, RE: STRUCT. STEEL BEAM, RE: STRUCT. BLOCKING FLEXIBLE SELF-ADHERED FLASHING TURN DOWN WATERPROOFING INTO TRENCH DRAIN ASSEMBLY SLOPE RE: FLOOR PLANSLOPE PREGABRICATED GLASSS GUARDRAIL BASE SHOE, CRL OR SIMILAR FULLY TEMPERED LAMINATED GLASS (STARPHIRE) GUARDRAIL NOTES: 1. PER 2015 IBC 1607.8.1 + 1607.8.1.1, THE TEMPERED GLASS GUARDRAIL 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. 2. REFER TO STRUCTURAL ENGINEER FOR ADDITIONAL STRUCTURAL CONNECTION REQUIREMENTS AS NEEDED. B.O. SIDING T.O. SIDING W-5 TYPICAL DECK ASSEBMLYEL. V.I.F. WITH ARCHITECT EL. V.I.F. WITH ARCHITECT EL. RE: FLOOR PLAN EL. RE: FLOOR PLAN METAL DRIP EDGE AND FLASHING BLOCKING AS REQUIRED FLEXIBLE SELF-ADHERED FLASHING METAL STOP MINIMUM PER SUBCONTRACTOR'S RECOMMENDATION METAL FLASHING SELF-ADHERED FLASHING NOTE: FOLD WATERPROOFING SYSTEM OVER FACADE AND TERMINATE PER MANUFACTURERS RECOMMENDATIONS. GUARDRAIL, RE: 06/A604 B.O. SIDING T.O. SIDING T.O. DECK F.F. T.O. PLY. EL. RE: ELEVATION 'Z' REVEAL MOLDING BY FRY REGLET OR SIMILAR GWB, RE: RCP, SEAL RECESSED LIGHTING CANS (TYPICAL) CONCRETE WALL, RE: STRUCT. CONTINUE FLEX-FLASH UN UP WALL AND TERMINATE PER MANUFACTURERS RECOMMENDATIONS CONTINUOUS WATERPROOFING BY WATERPROOFING MANUFACTURERER, CONTINUE UP WALL AND TERMINATE PER MANUFACTURER'S RECOMMENDATION CLEARCOAT WATERPROOFING FINISH EXTERIOR INTERIOR R-2 STEEL PLATE EMBED, RE: STRUCT. SEALANT WRAP SMART BARRIER UP AND SEAL TO LEDGER T.O. CONC. WALL W-3EXTERIOR D W-5 INTERIOR SELF-ADHERED FLEXIBLE FLASHING CUSTOM METAL DOWNSPOUT BLOCKING 'Z' REVEAL MOLDING BY FRY REGLET OR SIMILAR GWB, RE: RCP 01 TYPICAL DECK ASSEBMBLY 3" = 1'-0" 02 FLOOR / DECK TRANSISTION OVER INTERIOR SPACE 3" = 1'-0" 03 FLOOR DECK TRANSITION AT EXTERIOR 3" = 1'-0" 04 INT / EXT TRANSITION BELOW DECK 3" = 1'-0" 06 TRENCH DRAIN DETAIL AT DECK 3" = 1'-0" 05 TYPICAL EDGE OF DECK DETAIL 3" = 1'-0" 08 CONCRETE WALL / ROOF TRANSITION 1 1/2"= 1'-0" 07 CONCRETE WALL DETAIL AT GUTTER 3" = 1'-0" 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A605 10/19/2018 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 8161110.19.2018 PER MANUFACTURER RE: 02/A605 1" ELEVATION-B PLAN-A WOOD TREAD, REFER TO ARCHITECT + INTERIOR DESIGNER FOR FINAL FINISH NOTES: 1. G.C. TO PROVIDE TREAD MOCK- UP FOR ARCHITECTS FINAL APPROVAL. 2. ALL EXPOSED STRUCTURAL STEEL AT TREADS TO BE FINISHED BLACK. G.C. TO PROVIDE SAMPLES FOR ARCHITECT'S FINAL APPROVAL. 3. G.C. TO COORDINATE STEP LIGHTING INTEGRATION WITH ARCHITECT AND LIGHTING DESIGNER. STEEL PLATE, RE: STRUCT. OUTLINE OF TREAD ABOVE G.C. TO VERIFY FASTENER CONNECTION AT CONCRETE WALL WITH STRUCT. STEEL PLATE CONNECTION AT CONCRETE WALL, RE: STRUCT. STEEL PLATE BELOW, RE: STRUCT. 3/8" x 2" STEEL HANDRAIL WITH EASED EDGES, VERIFY FINAL DESIGN WITH ARCHITECT STEEL BRACKETS FINISHED TO MATCH HANDRAIL LAMINATED TEMPERED GLASS GUARDRAIL BETWEEN STEPS, RE: 03/A701 RE: 01+02 / A701 1"RE: 01+02 / A7013"R 2" [MAX.] WOOD TREAD, REFER TO ARCHITECT + INTERIOR DESIGNER FOR FINAL FINISH STEEL PLATE BEYOND, RE: STRUCT. ELEVATION-D SECTION-C CONCRETE WALL STEEL PLATE, RE: STRUCT. WOOD TREAD, REFER TO ARCHITECT + INTERIOR DESIGNER FOR FINAL FINISH LED STEP LIGHT, RE: LIGHTING G.C. TO COORDINATE POWER ROUTING WITH ARCHITECT 1"RE: 01, 02, 03 / A702a 3"RE: 01, 02, 03 / A702aSTEEL PLATE "RIBBON" TREADS + RISERS, RE: STRUCT. WOOD TREAD, REFER TO ARCHITECT + INTERIOR DESIGNER FOR FINAL FINISH LOWER LEVEL CLOSED IN STORAGE PLY., RE: STRUCT. WOOD STRINGER, RE: STRUCT. GWB 1" ELEVATION-B PLAN-A G.C. TO VERIFY FASTENER CONNECTION AT CONCRETE WALL WITH STRUCT. 3/8" x 2" STEEL HANDRAIL WITH EASED EDGES, VERIFY FINAL DESIGN WITH ARCHITECT STEEL BRACKETS FINISHED TO MATCH HANDRAIL WOOD TREAD, REFER TO ARCHITECT + INTERIOR DESIGNER FOR FINAL FINISH STEEL PLATE "RIBBON" TREADS + RISERS, RE: STRUCT. TREAD BEYOND STEEL RISER BEYOND LAMINATED TEMPERED GLASS GUARDRAIL BETWEEN STEPS, RE: 01/A702b NOTES: 1. G.C. TO PROVIDE TREAD MOCK- UP FOR ARCHITECTS FINAL APPROVAL. 2. ALL EXPOSED STRUCTURAL STEEL AT TREADS TO BE FINISHED BLACK. G.C. TO PROVIDE SAMPLES FOR ARCHITECT'S FINAL APPROVAL. 3. G.C. TO COORDINATE STEP LIGHTING INTEGRATION WITH ARCHITECT AND LIGHTING DESIGNER. OUTLINE OF TREAD ABOVE STEEL PLATE BELOW, RE: STRUCT. EL. + 100'-0" T.O. F.F. MAIN LEVEL STRINGER, RE: STRUCT. WOOD TREAD LANDING IN FOREGROUND STEEL PLATE OR METAL CLADDING TO MATCH GLASS GUARDRAIL FRAME ABOVE STEEL PLATE RIBBON BEYOND INTERNAL STRUCTURAL FRAME BEYOND PER GUARDRAIL FABRICATOR GWB WOOD FRAMING LAMINATED TEMPERED GLASS GUARDRAIL WITH STEEL FRAME EL. + RE: A702a + b T.O. LOWER LANDING STRINGER, RE: STRUCT. WOOD TREAD WOOD TREADS BEYOND WOOD FLOOR FINISH AT LANDING BEYOND GWB BEYOND STEEL PLATE BASE STEEL PLATE OR METAL CLADDING TO MATCH GLASS GUARDRAIL FRAME ABOVE STEEL PLATE RIBBON BEYOND INTERNAL STRUCTURAL FRAME BEYOND PER GUARDRAIL FABRICATOR WOOD BLOCKING WOOD BLOCKING GWB WOOD FRAMING EL. + 100'-0" T.O. F.F. MAIN LEVEL 2 CONCRETE WALL, RE: STRUCT. 3 1/2" X 15 1/2" X 3/8" CUSTOM (NON- STRUCTURAL) STEEL C-CHANNEL WOOD BLOCKING STEEL BEAM, RE: STRUCT. PROVIDE SEAL (OR CAULK) FOR CLEAN MATERIAL TRANSITION 'Z' REVEAL MOLDING BY FRY REGLET OR SIMILAR F-3 W-3 MATCH ADJACENT TREAD DEPTHEL. + 112'-0" T.O. F.F. UPPER LEVEL 2 LAMINATED TEMPERED GLASS GUARDRAIL WITH STEEL FRAME CONCRETE WALL, RE: STRUCT. WOOD FLOORING, RE: INTS., OVERLAP CONCRETE WALL AS DEPICTED F-3 W-3 SHIM SPACE 01 STAIR #1 TREAD DETAIL 1 1/2"= 1'-0" 02 STAIR #1 TREAD DETAIL 1 1/2"= 1'-0" 06 STAIR #2 LOWER LEVEL TREAD + RISER DETAIL 1 1/2"= 1'-0" 05 STAIR #2 LOWER LEVEL TREAD + RISER DETAIL 1 1/2"= 1'-0" 07 STAIR #2 CENTER GUARDRAIL DETAIL B 1 1/2"= 1'-0" 03 STAIR #2 CENTER GUARDRAIL DETAIL A 1 1/2"= 1'-0" 04 STAIR #2 MAIN LEVEL FLOOR TRANSITION 1 1/2"= 1'-0" 08 STAIR #2 UPPER LEVEL STAIR TRANSITION 1 1/2"= 1'-0" 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A701 10/19/2018 AS NOTED STAIR #1 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 8161110.19.2018 02 A605 6'-3 3/8"5'-8 5/8"12'3'2'-10"EL. + 88'- 0" [7770.50'] EL. + 100'- 0" [7782.50'] EL. + 94'- 2 1/8" EL. + 94'- 3 3/8" T.O. F.F. ENTRY LEVEL T.O. F.F. LOWER LEVEL OPEN TO DINING ROOM BEYOND FAMILY ROOM 002 ENTRY 100 K J B.O. WINDOW R.O. CRAWLSPACE RETURN AIR DUCTING AND GRILLE, RE: MECH SUPPLY AIR DUCTING AND GRILLE, RE: MECH STEEL BEAM, RE: STRUCT. FURRED DOWN CEILING, RE: RCP T.O. F.F. STAIR #1 LANDING LAMINATED GLASS GUARDRAIL LAMINATED GLASS GUARDRAIL HANDRAIL CONCRETE CONTROL JOINTS [EXTERIOR FACADE BEYOND NOT SHOWN] DOOR BEYOND, RE: SCHEDULE BEYOND F-3 R-2 01 A605 4'-7"3'-11"1'-6"10'-0" 1'-3" 1'-1 1/4" 4 1/2"4'-2 1/4"1 1/2"3 1/4"EL. 88'-0" [7770.50'] 03 A701 2 KJ T.O. F.F. LOWER LEVEL LAMINATED GLASS PANEL GUARDRAIL PER 2015 IRC R312 HANDRAIL 34" ABOVE TREAD NOSING, PER 2015 IRC 311.7.8 TREADS AND RISERS PER 2015 IRC R311.7.5 001 STAIR #1 11 R @ 6 7/8" 10 T @ 12" 1 OUTDOOR PATIO002 FAMILY ROOM UP SUPPLY DUCT, RE: MECH RETURN AIR DUCT, RE: MECH 2 3 4 5 6 7 8 9 101 TREADS ABOVE W-1 W-3 W-2 12 A803 3'-11"8"3'-11"3 1/4"1 1/2"3 1/4"3'-7 3/4"3 1/4"9'-9"3'-11 3/8" 1'-0" 1 1/2" 1 1/2" 1 1/2"8'-9" EL. 100'-0" [7782.50']EL. 94'-3 3/8" 03 A701 2 KJ T.O. F.F. MAIN LEVEL T.O. LANDING F.F. DN TREADS AND RISERS PER 2015 IRC R311.7.4100 ENTRY 10 R @ 6 7/8" 9 T @ 12" 1 103 DINING 102 LIVING ROOM GRILLE (SUPPLY AIR), RE: MECHANICAL. TEMPERED LAMINATED GLASS GUARDRAIL PER 2015 IRC R312 HANDRAIL 34" ABOVE TREAD NOSING, PER 2015 IRC 311.7.8 19 18 17 16 15 14 13 12 1120 GLASS CONNECTION AT LANDING, RE: STRUCT. FACE OF INTERIOR WALL FINISH CONCRETE WALL BELOW, RE: STRUCT. TEMPERED LAMINATED GLASS GUARDRAIL PER 2015 IRC R312 101 STAIR #1 W-3 W-3 03 STAIR #1 | SECTION 1/2" = 1'-0" 01 STAIR # 1 | LOWER LEVEL PLAN 1/2" = 1'-0" 02 STAIR #1 | MAIN LEVEL PLAN 1/2" = 1'-0" N N NOTES: 1. FRAMING IS DEPICTED FOR ILLUSTRATION PURPOSES ONLY, REFER TO STRUCTURAL DOCUMENTS FOR FRAMING REQUIREMENTS AND ALL STRUCTURAL 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. 1. PER 2015 IBC 1607.8.1 + 1607.8.1.1, THE TEMPERED GLASS GUARDRAIL 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. REFER TO STRUCTURAL ENGINEER FOR ADDITIONAL STRUCTURAL CONNECTION REQUIREMENTS AS NEEDED. 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A702a 10/19/2018 AS NOTED STAIR #2 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 8161110.19.2018 07 A604 10'-0"4'-0"6"4'-0"5 1/2"4'-7 1/4"10'-0"4'-7 1/4"5 1/2" 5/8" TYP. EQUAL EQUALUPPER LEVEL STAIR RUN EQ.EQ.EL. 112'-0" ED T.O. F.F. UPPER LEVEL 207 STAIR #2 1 201 HALL C DN3335343637383940 2 414211 R @ 6 9/16" 10 T @ 12"01 A702b LAMINATED TEMPERED GLASS GUARDRAIL WITH STEEL FRAME, PER 2015 IRC R312 HANDRAIL 34" ABOVE TREAD NOSING [DASHED FOR CLARITY], PER 2015 IRC 311.7.7 TREADS AND RISERS PER 2015 IRC R311.7.4 GUARDRAIL PER 2015 IRC R312 W-7 W-3 CLW-5 05 A605 5 1/2"4'-7 1/4"10'5'-3/4"10'4'6"4'5/8" TYP. 4'-9 1/4"10'4'-10 3/4" EL. 106'-0"EL. 100'-0" 01 A702b 2 EC T.O. F.F. UPPER LANDING UP 1 107 STAIR #2 DN 114 MUDROOM D T.O. F.F. MAIN LEVEL 222324252627281817161512191314202129303111 R @ 6 9/16" 10 T @ 12" 11 R @ 6 9/16" 10 T @ 12"32HANDRAIL 34" ABOVE TREAD NOSING [DASHED FOR CLARITY], PER 2015 IRC 311.7.7 LAMINATED TEMPERED GLASS GUARDRAIL WITH STEEL FRAME, PER 2015 IRC R312 TREADS AND RISERS PER 2015 IRC R311.7.4 W-6 W-3 W-3 10'-0"4'-0"6"4'-0"1'-6"5 1/2"4'-9 1/4"10'-0"4'-10 3/4" EL. 88'-0"EL. 94'-0" 01 A702b 02 A702b 2 ED T.O. F.F. LOWER LEVEL UP 007 STAIR #2 11 R @ 6 9/16" 10 T @ 12" 1 STEEL PLATE / CLADDING TO MATCH GLASS GUARDRAIL FRAME ABOVE, PER 2015 IRC R312 011 HALL C 2345678910111DOOR TO STORAGE BELOW STEPS ABOVE T.O. F.F. LOWER LANDING 005 STORAGE TREADS AND RISERS PER 2015 IRC R311.7.4 HANDRAIL 34" ABOVE TREAD NOSING [DASHED FOR CLARITY], PER 2015 IRC 311.7.7 OUTLINE OF WALL BELOW GUARDRAIL PER 2015 IRC R312 W-2 W-1 W-7 03 STAIR #2 | UPPER LEVEL PLAN 1/2" = 1'-0" 02 STAIR #2 | MAIN LEVEL PLAN 1/2" = 1'-0" 01 STAIR #2 | LOWER LEVEL PLAN 1/2" = 1'-0" NOTES: 1. FRAMING IS DEPICTED FOR ILLUSTRATION PURPOSES ONLY, REFER TO STRUCTURAL DOCUMENTS FOR FRAMING REQUIREMENTS AND ALL STRUCTURAL 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. 1. PER 2015 IBC 1607.8.1 + 1607.8.1.1, THE TEMPERED GLASS GUARDRAIL 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. REFER TO STRUCTURAL ENGINEER FOR ADDITIONAL STRUCTURAL CONNECTION REQUIREMENTS AS NEEDED. N NN 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A702b 10/19/2018 AS NOTED STAIR #2 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 8161110.19.2018 04 A605 08 A605 06 A605 06 A605 12'12'6'6'6'6'24'EL. 88'- 0" EL. + 100'-0" EL. + 112'-0" EL. 94'-0" EL. 106'-0" T.O. F.F. MAIN LEVEL T.O. F.F. LOWER LEVEL T.O. F.F. UPPER LEVEL T.O. F.F. LOWER LANDING T.O. F.F. UPPER LANDING MUDROOM 014 HALL 201 CDE CRAWLSPACE LAUNDRY 008 W.C. 205 LOWER LEVEL CEILING BEYOND, RE: RCP EXTERIOREXTERIOR BOILER FLUES, RE: MECH ACCESS DOOR, RE: FLOOR PLAN STEPS BEYOND HALL BEYOND METAL CLAD GUARDRAIL LAMINATED TEMPERED GLASS WITH STEEL FRAME GUARDRAIL LAMINATED TEMPERED GLASS WITH STEEL FRAME GUARDRAIL BEYOND HALL BEYOND CONCRETE WALL BEYOND TREADS + RISERS BEYOND BEYOND GUARDRAIL BEYOND HANDRAIL BEYOND HANDRAIL BEYOND 03 A605 07 A605 R-2 W-5 W-6 W-6 F-2 4"3' MIN.3' MIN.EL. 88'- 0" EL. + 100'-0" HALL 011 T.O. F.F. MAIN LEVEL T.O. F.F. LOWER LEVEL C D E HANDRAIL 34" ABOVE TREAD NOSING [DASHED FOR CLARITY], PER 2015 IRC 311.7.7 GUARDRAIL PER 2015 IRC R312 TREADS AND RISERS BEYOND STEEL PLATE / CLADDING GUARDRAIL 01 STAIR #2 SECTION 1/2" = 1'-0" 02 STAIR #2 ELEVATION 1/2" = 1'-0" 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A703 10/19/2018 AS NOTED LIVING ROOM FIREPLACE 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 8161110.19.2018 2'-2"10"6'-8"8"8" 5'-7"1'-9 1/2"2" MIN. [TYPICAL] 8'4'1'-6"03 A703 02 A703 L LIVING ROOM 102 NOTES: 1. GC TO PROVIDE GAS SUPPLY FOR GAS LOG APPLIANCE. 2. REFER TO MASON-LITE 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.) CUSTOM MASON-LITE FIREPLACE WITH GAS LOG INSERT OUTLINE OF CHIMNEY FLUE ABOVE WOOD FRAMED WALL, RE: STRUCTURAL3 CONCRETE HEARTH SLAB BELOW W-3 PROVIDE OUTSIDE AIR INLET AS REQUIRED BY MANUFACTURER 03 A703 3 42 STEEL COLUMN, RE: STRUCT. STEEL BEAMS, RE: STRUCT. CONCEALED STEEL ANGLE AT WALL / HEARTH CONNECTION BEYOND, RE: STRUCT. ENCLOSED TV, RE: A/V METAL FLUE BEYOND EL. 100'- 0" EL. 99'- 9" EL. 118'- 8" T.O. F.F. MAIN LEVEL T.O. PLY. MAIN LEVEL R-1 T.O. CHIMNEY 1'1'-10 1/2"02 A703 L LIVING ROOM 102 GAS LOG INSERT FIREPLACE, RE: 01/A703 SPRAY FOAM INSULATION (R-38) 1/2" CEMENT BOARD CMU OR METAL BASE (PER MANUFACTURER RECOMENDATIONS) METAL STUDS 1/2" CEMENT BOARD PLY. SHEATHING OR GWB, RE: STRUCT. FLUE SENTINEL WITH AUTOMATIC FLUE DAMPER BEYOND, REFER TO MANUFACTURER REQUIREMENTS METAL SHROUDS, INSTALL PER CHIMENY FLUE + FLUE SENTINEL REQUIREMENTS, REFER TO ARCHITECT FOR FINISH SPECIFICATIONS METAL FLASHING CHIMENY CAP OFFSET INSULATION FROM FLUE PER MANUFACTURERS (FLUE + INSULATION) REQUIREMENTS, PROVIDE NON- COMBUSTIBLE MINERAL WOOL INSULATION AS NEEDED ENCLOSED TV, RE: A/V EL. 100'- 0" EL. 99'- 9" EL. 118'- 8" T.O. F.F. MAIN LEVEL T.O. PLY. R-1 F-3 T.O. CHIMNEY 01 LIVING ROOM FIREPLACE | ENLARGED PLAN 1/2" = 1'-0" 02 LIVING ROOM FIREPLACE | EAST ELEVATION 1/2" = 1'-0" 03 LIVING ROOM FIREPLACE | SECTION 1/2" = 1'-0" N 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A704 10/19/2018 AS NOTED MASTER BEDROOM FIREPLACE 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 8161110.19.2018 03 A703 02 A703 MASTER BEDROOM 202 NOTES: 1. GC TO PROVIDE GAS SUPPLY FOR APPLIANCE. 2. REFER TO MANUFACTURER RECOMMENDATIONS FOR INSTALLATION REQUIREMENTS AND SETBACKS TO COMBUSTIBLES (INCLUDING INSULATION). 3. REFER TO INTERIOR DESIGNER FOR FINAL APPROVED FINISHES PRIOR TO FABRICATION. 4. FRAMING IS DEPICTED FOR ILLUSTRATION PURPOSES ONLY. REFER TO STRUCTURAL DOCUMENTS AND MANUFACTURER'S INSTALLATION MANUAL FOR FRAMING REQUIREMENTS AND NONCOMBUSTIBLE / STEEL STUD LOCATIONS, TYPICAL. 5. G.C. TO PROVIDE INTERIOR DESIGNER AND ARCHITECT SHOP DRAWINGS FOR FINAL DESIGN APPROVAL. 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 3/4" STEEL PLATE (V.I.F.) MONTIGO L52DF INDOOR-OUTDOOR GAS FIREPLACE APPLIANCE METAL FLUE TO TERMINATE PER MANUFACTURERS REQUIREMENTS 3 D MASTER DECK HALL 201 03 A703 3 GWB, RE: INTERIORS GAS FIREPLACE APPLIANCE, RE: 01/A704 METAL SURROUND OUTLINE OF FRAMING ENCLOSED TV, RE: A/V EL. 114'- 3" EL. 114'- 0" T.O. F.F. UPPER LEVEL T.O. PLY. UPPER LEVEL 02 A703 D MASTER BEDROOM 202 GAS FIREPLACE APPLIANCE, RE: 01/A704 MASTER DECK COMBUSTIBLE STUD WITH SHIELD PLY. SHEATHING OR GWB, RE: STRUCT. ENCLOSED TV, RE: A/V FLUE TERMINATION, INSTALL PER MANUFACTURER'S RECOMMENDATIONS, (RE: 02/A505 FOR DESIGN INTENT REGARDING PLACEMENT) EL. 112'- 0" EL. 111'- 9" EL. RE: STRUCT. T.O. F.F. UPPER LEVEL T.O. PLY. UPPER LEVEL T.O. PLY. UPPER LEVEL 01 MASTER BEDROOM FIREPLACE | ENLARGED FIREPLACE PLAN 1/2" = 1'-0" 02 MASTER BEDROOM FIREPLACE | SOUTH ELEVATION 1/2" = 1'-0"03 MASTER BEDROOM FIREPLACE | SOUTH ELEVATION 1/2" = 1'-0" N 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A801a 10/19/2018 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 8161110.19.2018 WINDOW SCHEDULE MARK 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 18 19 20 21 22 23 24 25 26 27 28 29 30 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 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 SIZE WIDTH 13'-1 1/2" 3'-0" 7'-3" 15'-4" 3'-0" 2'-2" 2'-2" 12'-0" 12'-0" 12'-0" 12'-0" 8'-6" 8'-6" 8'-6" 8'-2 1/2" 8'-2 1/2" 1'-11" 2'-9 1/4" 7'-3" 2'-4" 2'-4" 10'-10 1/4" 10'-10 1/4" 12'-6" 12'-6" 12'-3" 12'-3" 12'-3 1/2" 8'-8 1/2" 7'-3" 8'-9" 11'-11 1/2" 6'-7 1/2" 3'-10" 2'-7 1/2" 3'-4" 12'-6" 12'-6" 12'-6" 12'-6" 9'-7 1/2" 12'-6" 6'-5 1/2" 6'-8 3/4" 12'-0 1/4" 7'-7 1/4" 0'-9" 0'-9" 7'-11 1/2" 7'-8" 0'-9" 0'-9" 0'-9" 13'-7" 14'-4 1/2" 19'-2 1/2" 5'-6" HEIGHT 5'-6" 8'-4 1/2" 8'-4 1/2" 1'-6" 8'-4 1/2" 9'-3 1/2" 9'-3 1/2" 1'-0" 1'-0" 1'-0" 1'-0" 16'-3 7/8" 11'-11 1/2" 1'-7 1/4" 11'-11 1/2" 2'-5 1/2" 10'-6" 10'-6" 5'-4" 11'-11 1/2" 2'-5 1/4" 11'-11 1/2" 2'-5 1/4" 11'-11 1/2" 2'-5 1/4" 11'-11 1/2" 2'-5 1/4" 2'-5 1/4" 2'-5 1/4" 10'-6" 10'-6" 10'-6" 8'-0" 2'-8 3/4" 9'-9 3/8" 3'-2" 8'-5 7/8" 3'-2" 8'-5 7/8" 3'-2" 8'-5 7/8" 3'-2" 5'-8" 5'-8" 2'-1 1/2" 1'-5 3/4" 8'-6" 8'-6" 1'-6" 1'-6" 8'-6" 8'-6" 8'-6" 1'-0" 1'-0" 1'-0" 8'-6" TYPE F F F F F F F F F F F F F F F F F F S F A F F/A F F/A F F/A F/A F F F F/A F F F F F F/A F F F F/A F F F F F F A A F F F F F F F 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 NOTES COORDINATE WITH ENTRY DOOR DIMENSIONS COORDINATE WITH ENTRY DOOR DIMENSIONS TRAPEZOID V.I.F. FINAL WIDTH DIMENSION BASED ON 90 DEGREE CORNER FRAME CONNECTION TRAPEZOID, V.I.F. FINAL WIDTH DIMENSION BASED ON 90 DEGREE CORNER FRAME CONNECTION V.I.F. FINAL WIDTH DIMENSION BASED ON 90 DEGREE CORNER FRAME CONNECTION V.I.F. FINAL WIDTH DIMENSION BASED ON 90 DEGREE CORNER FRAME CONNECTION MOTORIZED MOTORIZED MOTORIZED MOTORIZED *OPTION: SLIDING OR PIVOT DOOR TRAPEZOID V.I.F. FINAL WIDTH DIMENSION BASED ON 90 DEGREE CORNER DETAIL TRAPEZOID, V.I.F. FINAL WIDTH DIMENSION BASED ON 90 DEGREE CORNER DETAIL V.I.F. FINAL WIDTH DIMENSION BASED ON 90 DEGREE CORNER DETAIL V.I.F. FINAL WIDTH DIMENSION BASED ON 90 DEGREE CORNER DETAIL PROVIDE BLACK TRANSLUCENT PANEL TO HIDE ADJACENT INTERIOR WALL PROVIDE BLACK TRANSLUCENT PANEL TO HIDE ADJACENT INTERIOR WALL TRAPEZOID TRAPEZOID PRICE MOTORIZED PRICE MOTORIZED WINDOW SCHEDULE MARK Quantity SIZE WIDTH HEIGHT TYPE GLAZING NOTES A-01 A-02 A-03 A-04 1 1 1 1 3'-2" 11'-9" 11'-9" 3'-0" 2'-5" 10'-6" 10'-6" 5'-0" A F/A F/A C LOW E LOW E LOW E LOW E FRAME WIDTH TO ALIGN WITH DOOR FRAME BELOW *OPTION: G.C. TO PRICE SLIDING DOOR OPTION, VIF FINAL WIDTH DIMENSION PER CORNER DETAIL *OPTION: G.C. TO PRICE SLIDING DOOR OPTION, VIF FINAL WIDTH DIMENSION PER CORNER DETAIL EGRESS WINDOW i01 i02 i03 1 1 1 0'-3" 0'-3" 5'-5 1/2" 9'-6" 9'-6" 6'-7" F F F LOW E LOW E WINE ROOM, TEMPERED WINE ROOM, TEMPERED MUDROOM - SINGLE PANE, TEMPERED 11'-9"10'-6"2'-7 1/2" 11'-9" 2'-7 1/2"3'-2"10'-6"2'-10 1/2"2'-5"A-02 A-01 A-03 CLCL CLALIGN ALIGN ALIGN DOOR A01A T TT 3'-0"5'-0"A-04 TE 01 DETACHED GUEST QUARTERS | WINDOW ELEVATIONS 3/8" = 1'-0" V.I.F. V.I.F. V.I.F. V.I.F. V.I.F. | DETACHED GUEST QUARTERS V.I.F. INTERIOR WINDOWS, REFER TO FLOOR PLANS GENERAL NOTES: 1. ALL OVERALL DIMENSIONS ARE APPROXIMATE ROUGH OPENING DIMENSIONS AND SHOULD BE CONFIRMED BY G.C. AND WINDOW MANUFACTURER. COORDINATE FINAL FRAME SIZES WITH ASSOCIATED DETAILS AND ELEVATIONS / DESIGN INTENT. 2. WINDOW MANUFACTURER TO PROVIDE TEMPERED GLASS PER CODE. 3. ALL OPERABLE WINDOWS TO HAVE SCREENS. 4. G.C. TO PRICE AND PROVIDE MOTORIZED OPTION FOR ALL OPERABLE WINDOWS 8'-0" ABOVE FINISH FLOOR. 5. 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 IN FIELD (DIMENSIONS) A = AWNING C = CASEMENT F = FIXED S = SLIDER 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A801b 10/19/2018 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 8161110.19.2018 13'-1 1/2"5'-6"3'8'-4 1/2"7'-3"15'-4"1'-6"PER WINDOW MANUFACTURER PER WINDOWMANUFACTURER3'8'-4 1/2"2'-2"2'-2"9'-3 1/2"8'-4 1/2"123 4 5 67 OUTLINE OF EXPOSED GLASS PER ELEVATION OUTLINE OF HIDDEN FRAME BEHIND SIDING, MANUFACTURER TO VERIFY FINAL FRAME SIZE ALIGNALIGNALIGNALIGN ENTRY DOOR '100A' WINDOW MANUFACTURER TO PROVIDE STRUCTURAL MULLIONS AS REQUIRED TTTT TT 12' 8'-6"16'-3 7/8"1'2'-10 1/2"8'-6" [EQUAL]11'-11 1/2"1'-7 1/4"1'-2"2'-1/4"2'-5 1/4"10'-10 1/4"11'-11 1/2"2'-7 1/2" 2'-4"2'-10 1/2"11'-11 1/2"2'-5 1/4"14'-9 3/4"LIVING ROOM FIREPLACE 2'-5 5/8"8'-6" [EQUAL] 8910 12 11 13 14 16 1521 22 23 24 ALIGN WITH SLOPE ALIGN ALIGN CLALIGN ALIGN V.I.F.V.I.F.V.I.F.V.I.F.ALIGN ALIGN GLASS ALIGN CL ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN CL90 DEGREE CORNER FRAME CONNECTION V.I.F. TTTTT 2'-9 1/4"10'-6"7'-3"5'-4"12'-6"12'-3"12'-3 1/2" 8'-8 1/2"2'-5 1/4"11'-11 1/2"2'-10 1/2"14'-9 3/4"2'-7 1/2"11'-11 1/2"2'-5 1/4"2'-7 1/2"2'-7 1/2" 1'-11"10'-6"2'-10 1/2"19 25 26 27 282930 1820 ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN CL CLCLCL ALIGN CLALIGN ALIGN TE TTTT 01 WINDOW SCHEDULE ELEVATIONS 3/8" = 1'-0"10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A801c 10/19/2018 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 8161110.19.2018 7'-3"8'-9"10'-6"10'-6"2'-10 1/2"10'-6"11'-11 1/2" 2'-7 1/2" 323334 ALIGN CLALIGN ALIGN ALIGN ALIGN ALIGN ALIGN CL TTT8'-0"6'-7 1/2"9'-9 3/8"3'-2"2'-7 1/2" 3'-4"3'-10"2'-10 1/2"2'-11 7/8"2'-8 3/4"2'-6 1/4"8'-5 7/8"3'-2"12'-6" 2'-7 1/2"8'-5 7/8"3'-2"12'-6" 2'-7 1/2"8'-5 7/8"3'-2"12'-6" 2'-10 1/2"9'-7 1/2" 35 38 36 40 39 42 41 44 43 37 ALIGN WITH SLOPE ALIGN CLCL ALIGN CL ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN PROVIDE BLACK TRANSLUCENT PANEL WRAP CORNER WITH METAL TO MATCH WINDOW CLADDING ALIGN GLASS TT TTT 5'-8"6'-5 1/2"5'-8"6'-8 3/4" 2'-0 3/4" PER WINDOW MANUFACTURER PER WINDOW MANUFACTURER PER WINDOW MANUFACTURERPER WINDOW MANUFACTURER4546 ALIGN ALIGN OUTLINE OF EXPOSED GLASS PER ELEVATION OUTLINE OF HIDDEN FRAME BEHIND SIDING, MANUFACTURER TO VERIFY FINAL FRAME SIZE TT 9"8'-6"12'-0 1/4"7'-7 1/4"2'-1 1/2"1'-1"1'-6"1'-5 3/4"1'-6"7'-11 1/2"1'-6"7'-8" PER WINDOW MANUFACTURER PER WINDOW MANUFACTURER PER WINDOW MANUFACTURERPER WINDOW MANUFACTURERPER WINDOW MANUFACTURER 4950535455 47485152 ALIGN WRAP CORNER WITH METAL TO MATCH WINDOW CLADDING ALIGN OUTLINE OF EXPOSED GLASS PER ELEVATION OUTLINE OF HIDDEN FRAME BEHIND SIDING, MANUFACTURER TO VERIFY FINAL FRAME SIZE OUTLINE OF EXPOSED GLASS PER ELEVATION OUTLINE OF HIDDEN FRAME BEHIND SIDING, MANUFACTURER TO VERIFY FINAL FRAME SIZE 13'-7"14'-4 1/2"19'-2 1/2"1'-0"565758 8'-6"5'-6"PER WINDOW MANUFACTURERPER WINDOW MANUFACTURER 59 OUTLINE OF EXPOSED GLASS PER ELEVATION OUTLINE OF HIDDEN FRAME BEHIND SIDING, MANUFACTURER TO VERIFY FINAL FRAME SIZE T 01 WINDOW ELEVATIONS 3/8" = 1'-0"10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A802a 10/19/2018 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 8161110.19.2018 NEW DOOR SCHEDULE MARK 001A 002A 002B 003A 006A 007A 008A 009A 011A 012A 013A 014B 016A 017A 018A 018B 019A 019B 020A 021A SIZE W 3'-0" 24'-4 1/2" 11'-10 1/4" 7'-1" 2'-8" 3'-6" 3'-0" 3'-7 1/2" 4'-0" 2'-8" 2'-8" 7'-1" 2'-8" 2'-8" 3'-0" 7'-1" 2'-8" 2'-8" 2'-8" 3'-0" HT 8'-3" 10'-5" 10'-5" 8'-3" 8'-0" 8'-0" 8'-0" 8'-0" 9'-0" 8'-0" 8'-0" 8'-3" 8'-0" 8'-0" 8'-0" 8'-3" 8'-0" 8'-0" 8'-0" 8'-0" TYPE A B2 B1 C D D D D D D D C D D D C D D D D MATERIAL --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- FINISH METAL METAL METAL METAL RE: INTS RE: INTS RE: INTS RE: INTS RE: INTS RE: INTS RE: INTS METAL RE: INTS RE: INTS RE: INTS METAL RE: INTS RE: INTS RE: INTS RE: INTS HARDWARE LOCKSET LOCKSET LOCKSET LOCKSET PRIVACY PASSAGE PASSAGE LOCKSET PASSAGE PRIVACY PASSAGE LOCKSET PRIVACY PASSAGE PRIVACY LOCKSET PRIVACY PRIVACY PASSAGE PRIVACY FIRE RATING 20 MIN. NOTES LIFT + SLIDE OR SIMILAR LIFT + SLIDE OR SIMILAR LIFT + SLIDE OR SIMILAR FRENCH DOORS SELF CLOSING HARDWARE REQUIRED / VIF FINAL DIMENSIONS POCKET DOOR LIFT + SLIDE OR SIMILAR LIFT + SLIDE OR SIMLAR POCKET 100A 6'-0"9'-3 1/2"A ---METAL METAL PIVOT A01A A02A A03A A04A A04B 3'-0" 4'-6" 3'-0" 2'-6" 2'-6" 8'-0" 3'-0" 8'-0" 8'-0" 8'-0" A D D D D --- --- --- --- --- METAL RE: INTS RE: INTS RE: INTS RE: INTS LOCKSET PASSAGE PRIVACY PRIVACY PRIVACY FRENCH DOORS, G.C. TO PROVIDE 100 SQ. IN. AREA (MIN.) OPENING FOR MAKE UP AIR PER 2015 IMC 504.6 POCKET DOOR NEW DOOR SCHEDULE MARK SIZE W HT TYPE MATERIAL FINISH HARDWARE FIRE RATING NOTES 108A 109A 111A 112A 113A 114A 116A 116B 116C 201A 3'-0" 3'-0" 12'-2" 4'-10 1/2" 3'-0" 3'-0" 18'-0" 9'-0" 3'-0" 3'-0" 8'-0" 8'-0" 10'-6" 10'-5" 8'-0" 8'-0" 9'-6" 9'-6" 8'-0" 7'-11" D D E D E D G G F A --- --- --- --- --- --- --- --- --- --- RE: INTS RE: INTS METAL RE: INTS RE: INTS RE: INTS METAL METAL METAL METAL PASSAGE PRIVACY METAL PRIVACY LOCKSET LOCKSET - - LOCKSET LOCKSET 20 MIN. LIFT + SLIDE OR SIMILAR PIVOT REFER TO INTERIORS FOR ADDITIONAL 'DECORATIVE SLIDING DOOR' INFORMATION SELF CLOSING HARDWARE REQUIRED PROVIDE MOTORIZED SIDE MOUNT GARAGE DOOR OPENER BY LiftMaster OR SIMILAR PROVIDE MOTORIZED SIDE MOUNT GARAGE DOOR OPENER BY LiftMaster OR SIMILAR REFER TO EXTERIOR ELEVATION FOR FINISH DESIGN INTENT 202A 202B 202C 203A 205A 3'-0" 3'-0" 2'-11 1/2" 4'-0" 2'-8" 8'-5" 8'-0" 7'-11" 8'-6" 8'-0" D --- A D D --- --- --- --- --- RE: INTS RE: INTS METAL RE: INTS RE: INTS PRIVACY --- LOCKSET PRIVACY PRIVACY ------ PIVOT GENERAL NOTES: 1. G.C. AND DOOR MANUFACTURER TO PROVIDE INSECT SCREEN OPTION FOR ALL EXTERIOR DOORS. 2. G.C. AND DOOR MANUFACTURER TO PROVIDE TEMPERED GLASS PER CODE. 3. GARAGE DOOR BRACKETS TO BE CUSTOM, FABRICATED FROM STEEL PLATE, AND FINISHED MATTE BLACK. 4. G.C. TO PROVIDE INTERIOR DESIGNER WITH FINAL HARDWARE SCHEDULE SUBMITTAL FOR APPROVAL PRIOR TO PURCHASING. 5. DOOR STOP SPECIFICATIONS BY INTERIOR DESIGNER. G.C. TO CREATE (OR REQUEST) DOOR STOP SCHEDULE FOR APPROVAL BY INTERIOR DESIGNER PRIOR TO PURCHASING. | DETACHED GUEST QUARTERSLOWER LEVELENTRY LEVELUPPERLEVELBARN DOOR, COORDINATE FINAL HEIGHT WITH DOOR HARDWARE METAL METAL METAL METAL WOOD WOOD WOOD WOOD WOOD WOOD WOOD METAL WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD METAL METAL METAL METAL METAL METAL METAL PASSAGE METAL METAL WOODD 8'-4" 10'-6"25'-0" 25'-2 3/4"10'-6" 7'-3"8'-4" 7'-3"8'-4" 7'-3"8'-4" 21'-0" 5'-0 1/2"10'-6"WOOD 8'-0" 8'-0" WOOD 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A802b 10/19/2018 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 8161110.19.2018 RE: SCHEDULE RE: SCHEDULE12'-5 3/4"12'-9" 25'-2 3/4" 2'-7 1/2"2'-7 1/2"10'-6"2'-10 1/2"7'-7 1/2"25'-0"2'-10 1/2"7'-7 1/2"10'-6"EQUAL EQUAL A EXTERIOR NOTES: 1. EXTERIOR DOOR BY WINDOW MANUFACTURER. 2. SCREENS TO BE REMOVABLE AND LOCATED ON EXTERIOR. [TYPICAL]B1 EXTERIOR NOTES: 1. EXTERIOR DOOR BY WINDOW MANUFACTURER. 2. SCREENS TO BE REMOVABLE AND LOCATED ON EXTERIOR.CLCL CL [LIFT + SLIDE OR SIMILAR] ALIGN ALIGN ALIGN B2 EXTERIOR NOTES: 1. EXTERIOR DOOR BY WINDOW MANUFACTURER. 2. SCREENS TO BE REMOVABLE AND LOCATED ON EXTERIOR. [LIFT + SLIDE OR SIMILAR]CLT 90 DEGREE OPEN CORNER T T T T RE: SCHEDULE RE: SCHEDULERE: SCHEDULE EQUAL EQUAL RE: SCHEDULERE: SCHEDULE RE: SCHEDULE8'-8 1/2"12'-3 1/2"10'-6"2'-7 1/2"2'-10 1/2"D INTERIOR NOTES: 1. REFER TO INTERIOR DESIGNER FOR DOOR DESIGN, MATERIAL, FINISH SPECIFICATIONS, AND HARDWARE. [TYPCIAL]C EXTERIOR NOTES: 1. EXTERIOR DOOR BY WINDOW MANUFACTURER. 2. SCREENS TO BE REMOVABLE AND LOCATED ON EXTERIOR. F EXTERIOR NOTES: 1. REFER TO DOOR SCHEDULE AND EXTERIOR ELEVATIONS FOR DOOR DESIGN, MATERIAL, FINISH SPECIFICATIONS, AND HARDWARE. [TYPCIAL]E EXTERIOR [TYPCIAL][LIFT + SLIDE OR SIMILAR][LIFT + SLIDE OR SIMILAR] NOTES: 1. EXTERIOR DOOR BY WINDOW MANUFACTURER. 2. SCREENS TO BE REMOVABLE AND LOCATED ON EXTERIOR. CL CLT T T T RE: SCHEDULE RE: SCHEDULE RE: SCHEDULEEQUALEQUALEQUALEQUALG1 EXTERIOR [GARAGE DOOR]G2 EXTERIOR [GARAGE DOOR] ALIGN ALIGN ALIGN ALIGN METAL CLADDING TO MATCH TYPICAL EXTERIOR METAL FINISH 01 DOOR ELEVATIONS 3/8" = 1'-0" 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A803 10/19/2018 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 8161110.19.20181 1/4"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 OVER BLOCKING, RE: INT. (TYPICAL) BUILDING WRAP WITH SELF- ADHERED SILL FLASHING (2 LAYERS), WRAP OVER BACKDAM SHIM / BACK DAM WITH SETTING MASTIC METAL SIDING, RE: ELEVATIONS METAL FLASHING CLIP FOR METAL SIDING GRID CONTINUOUS BEAD OF SEALANT NOTE: WINDOW FRAME WITH ADDED NAIL FIN DEPICTED. FINAL FRAME PROFILE TO BE APPROVED BY ARCHITECT DURING SHOP DRAWING PROCESS.5/8"1"R.O. SLOPE TO DRAIN W-3 EXTERIORINTERIOR WINDOW, RE: WINDOW SCHEDULE TREATED WOOD BLOCKING FINISHED CONCRETE WALL, RE: ELEVATIONS SHIM SPACE WITH SETTING MASTIC 3" x 1/8" STEEL PLATE CASING OVER SPRAY FOAM EDGE OF WALL BELOW EDGE OF STEEL JAMB CASING BEYOND BUILDING WRAP WITH SELF- ADHERED JAMB FLASHING (2 LAYERS), WRAP OVER BACKDAM SEALANT NOTE: G.C. TO VERIFY ROUGH OPENING DIMENSIONS WITH WINDOW MANUFACTURER. GRID1 1/4"INTERIOREXTERIOR W-6 R.O. WINDOW, RE: WINDOW SCHEDULE BUILDING WRAP WITH SELF-ADHERED JAMB FLASHING BLOCKING SETTING MASTIC METAL FLASHING CLIP FOR METAL SIDING NOTE: WINDOW FRAME WITH ADDED NAIL FIN DEPICTED. FINAL FRAME PROFILE TO BE APPROVED BY ARCHITECT DURING SHOP DRAWING PROCESS. GRID METAL SIDING, RE: ELEVATIONS1 1/4"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 NOTE: WINDOW FRAME WITH ADDED NAIL FIN DEPICTED. FINAL FRAME PROFILE TO BE APPROVED BY ARCHITECT DURING SHOP DRAWING PROCESS. GRID BLOCKING 1 1/4"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 SHIM / BACK DAM WITH SETTING MASTIC W-5 GRID SILL CASING OVER BLOCKING, RE: INT. (TYPICAL) NOTE: WINDOW FRAME WITH INTEGRATED NAIL FIN DEPICTED. FINAL FRAME PROFILE TO BE APPROVED BY ARCHITECT DURING SHOP DRAWING PROCESS. ALIGN EDGE OF SIDING FINISH WITH EDGE OF WINDOW FRAME CONTINUOUS BEAD OF SEALANT1 1/4"INTERIOR EXTERIOR SILL BELOW R.O.BUILDING WRAP WITH SELF- ADHERED JAMB FLASHING (2 LAYERS) WINDOW, RE: WINDOW SCHEDULE METAL FURRING STRIP BEYOND W-5 GRID SETTING MASTIC WOOD SIDING, RE: ELEVATIONS NOTE: WINDOW FRAME WITH INTEGRATED NAIL FIN DEPICTED. FINAL FRAME PROFILE TO BE APPROVED BY ARCHITECT DURING SHOP DRAWING PROCESS. ALIGN EDGE OF SIDING FINISH WITH EDGE OF WINDOW FRAME BLOCKING1 1/4"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 NOTE: WINDOW FRAME WITH INTEGRATED NAIL FIN DEPICTED. FINAL FRAME PROFILE TO BE APPROVED BY ARCHITECT DURING SHOP DRAWING PROCESS. BLOCKING 2 1/2"5/8"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 OVER SPRAY FOAM EDGE OF WALL BELOW EDGE OF STEEL SILL CASING BEYOND W-3 BUILDING WRAP WITH SELF- ADHERED SILL FLASHING, WRAP OVER BACKDAM SEALANT NOTE: G.C. TO VERIFY ROUGH OPENING DIMENSIONS WITH WINDOW MANUFACTURER. GRID2 1/2"5/8"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 OVER SPRAY FOAM KERF CUT EDGE OF JAMB BEYOND EDGE OF STEEL JAMB CASING BEYOND SEALANT NOTE: G.C. TO VERIFY ROUGH OPENING DIMENSIONS WITH WINDOW MANUFACTURER. GRID INTERIOR GRID EXTERIOR STEEL COLUMN, RE: STRUCT. BUILDING WRAP WITH SELF- ADHERED JAMB FLASHING (2 LAYERS) METAL CLADDING, RE: ELEVATIONS 1/2" PLY. WINDOW, RE: WINDOW SCHEDULE FACE OF CONCRETE WALL BELOW STEEL PLATE BELOW, RE: STRUCT. BLOCKING WITH STEEL PLATE CASING SETTING MASTIC SPRAY FOAM INSULATION GRID STEEL COLUMN, RE: STRUCT. BUILDING WRAP WITH SELF- ADHERED JAMB FLASHING (2 LAYERS) METAL CLADDING, RE: ELEVATIONS 1/2" PLY. WINDOW, RE: WINDOW SCHEDULE FACE OF CONCRETE WALL BELOW STEEL PLATE BELOW, RE: STRUCT. BLOCKING WITH STEEL PLATE CASING INTERIOR EXTERIOR SETTING MASTIC METAL CLADDING, RE: ELEVATIONS W-6 STEEL PLATE FINISH SEALANT AND BACKER ROD METAL FLASHING CLIP FOR METAL SIDING WINDOW, RE: WINDOW SCHEDULE BUILDING WRAP WITH SELF- ADHERED JAMB FLASHING (2 LAYERS) INTERIOR GRID EXTERIOR STEEL COLUMN, RE: STRUCT. BUILDING WRAP WITH SELF- ADHERED JAMB FLASHING (2 LAYERS) METAL CLADDING, RE: ELEVATIONS 1/2" PLY. WINDOW, RE: WINDOW SCHEDULE FACE OF CONCRETE WALL BELOW STEEL PLATE BELOW, RE: STRUCT. BLOCKING WITH STEEL PLATE CASING SETTING MASTIC W-6 W-7 STEEL PLATE WALL FINISH SPRAY FOAM INSULATION 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" 08 CLERESTORY JAMB AT T.S. COLUMNS 3" = 1'-0" 04 CLERESTORY CORNER JAMB AT T.S. COLUMNS 3" = 1'-0" 12 CLERESTORY END JAMB AT T.S. COLUMN 3" = 1'-0" 07.25.18 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A805 10/19/2018 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 8161110.19.2018 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 WATERPROOFING WITH DRAINAGE MAT 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 + BACKER ROD 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 1/4" FROM GWB / 1/8" FROM FINISH W-7 / 8 2x FRAMING, RE: FLOOR PLAN 5/4" THICK WOOD CASING DOOR, RE: SCHEDULE DOOR STOP NOTE: REFER TO INTERIORS FOR ALL FINISHES AND WOOD SPECIES. RE: 7/A804 HEADER, RE: STRUCT. DOOR STOP W-7 / 8 DOOR, RE: SCHEDULE NOTE: REFER TO INTERIORS FOR ALL FINISHES AND WOOD SPECIES. WOOD CASING, RE: 7/A804 RE: 7/A804 2x FRAMING DOOR, RE: SCHEDULE OUTLINE OF DOOR HEAD ABOVE W-7 / 8 NOTE: REFER TO INTERIORS FOR ALL FINISHES AND WOOD SPECIES. WOOD CASING, RE: 7/A804 1/4"1/4" RE: 7/A804 HEADER, RE: STRUCT. TRACK HARDWARE, RE: INTERIORS BLOCKING DOOR, RE: SCHEDULE W-7 / 8 NOTE: REFER TO INTERIORS FOR ALL FINISHES AND WOOD SPECIES. WOOD CASING, RE: 7/A804 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" 07 TYPICAL INTERIOR DOOR JAMB 3" = 1'-0" 11 TYPICAL INTERIOR DOOR HEAD 3" = 1'-0" 08 POCKET DOOR JAMB DETAIL 3" = 1'-0" 12 POCKET DOOR HEAD DETAIL 3" = 1'-0" 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A901a 10/19/2018 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 8161110.19.2018 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"21'10'113'-10 1/2" 120'-4" 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'-6" 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. 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'-6" A.F.F. EL. 9'-6" A.F.F. EL. 8'-4" A.F.F.EL. 8'-4" A.F.F.EL. 8'-4" A.F.F.EL. 8'-4" A.F.F.EL. 8'-4" A.F.F. EL. 8'-4" A.F.F. EL. 9'-0" A.F.F. EL. 9'-0" A.F.F. EL. 8'-0" A.F.F. EL. 9'-0" A.F.F. 01 A505 02 A502 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 CONC. 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 STAIRS BELOW DROP-DOWN CEILING PROJECTOR, RE: A/V BUILT-INS OUTLINE OF STRUCTURE ABOVE OUTLINE OF STRUCTURE ABOVE BUILT-INS GWB [RE: INT.FOR EL. + FINISH]GWB [RE: INT.FOR EL.+FINISH] S PROVIDE ACCESS PANEL FOR DRYER BOOSTER FANS, V.I.F. LOCATION MOTORIZED SCREEN POCKET, RE: STRUCT. GWB GWB 005 STORAGE BAR GWB CONC.CONC.CONC. CONC. GWB GWB GWB 01 A502 01 A502 01 A504 01 A504 01 A503 01 A503 01 A401 4 EL. 10'-6" A.F.F.EL. 10'-6" A.F.F. EL. 10'-6" A.F.F. 002 FAMILY ROOM 001 STAIR #1MATCHLINE MATCHLINEOUTDOOR PATIO PLASTER OVER EXTERIOR SUBSTRATE OUTLINE OF WALL BELOW GWB [QUIETROCK] GWB [QUIETROCK] PLASTER OVER EXTERIOR SUBSTRATE BUILT-IN B B C C D D F F G G H H J J K K L L 2 3 6 E E 5 1 01 A402 02 A401 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 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 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A901b 10/19/2018 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 8161110.19.2018 01 A406 02 A506 04 A406 01 A506 25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6" 113'-10 1/2" 120'-4" EL. 9'-0" A.F.F.EL. 9'-0" A.F.F. EL. 10'-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. 9'-0" A.F.F. EL. 9'-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'-0" A.F.F.EL. 9'-0" A.F.F.EL. 9'-0" A.F.F. EL. 9'-6" A.F.F.EL. 9'-6" A.F.F. EL. 9'-6" A.F.F. EL. 8'-4" A.F.F.EL. 8'-4" A.F.F.EL. 8'-4" A.F.F.EL. 8'-4" A.F.F.EL. 8'-4" A.F.F. EL. 9'-0" A.F.F. EL. 9'-0" A.F.F. EL. 8'-0" A.F.F. EL. 9'-0" A.F.F. EL. 9'-0" A.F.F. 02 A502 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 GWB [RE: INT. FOR EL.+FINISH] GWB GWB GWB TYPE "X" GWB CONC. 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 STAIRS BELOW BUILT-INS BUILT-INS GWB [RE: INT.FOR EL. + FINISH]GWB [RE: INT.FOR EL.+FINISH] PROVIDE ACCESS PANEL FOR DRYER BOOSTER FANS, V.I.F. LOCATION GWB GWB 005 STORAGE BAR GWB CONC.CONC.CONC. GWB GWB GWB 01 A501 01 A501 01 A502 01 A502 01 A401 02 A402 02 A506 4 7'-8 3/4"4'-3 1/4"5'-6"21'10'48'-6"EL. 10'-6" A.F.F.MATCHLINEMATCHLINEEGRESS WELL OUTLINE OF WALL BELOW PLASTER OVER EXTERIOR SUBSTRATE BUILT-IN OVERFLOW DOWNSPOUT ABOVE DRAINING DIRECTLY TO GRADE BELOW B B C C D D F F G G 2 3 6 A A E E 5 1 01 A402 01 LOWER LEVEL REFLECTED CEILNG PLAN | WEST 1/4" = 1'-0" N 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A902a 10/19/2018 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 8161110.19.2018 02 A502 120'-4" 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"G.C. TO V.I.F.EL. 10'-6" A.F.F. EL. 10'-6" A.F.F. EL. 10'-6" A.F.F. EL. 10'-6" A.F.F. EL. 10'-6" A.F.F. EL. 10'-6" A.F.F. EL. 10'-6" A.F.F. EL. 9'-6" A.F.F. [V.I.F.] 01 A502 01 A502 01 A504 01 A504 01 A503 01 A503 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 GWB 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 RE: INTS.SLOPEGWBGWB SLOPEROOF DRAIN PIPING ABOVE TYPE "X" GWB OPEN TO SLOPED CEILING ABOVE OUTLINE OF ROOF 4 B B C C D D F F G G H H J J K K L L 2 3 6 E E 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. 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. EL. 9'-6" A.F.F. EL. RE: DOOR HEAD DETAIL 01 A402 02 A401 101 STAIR #1 100 ENTRY 106 GALLERY 103 DINING 102 LIVING ROOMMATCHLINE MATCHLINEGWB OUTLINE OF SKYLIGHT S SLOPEGWBOUTLINE OF ROOF OUTLINE OF ROOF OPENING PLASTER OVER EXT. SUBSTRATE PLASTER OVEREXT. SUBSTRATECONC.CONC. CONC.CONC.CONC.CONC. CONC. 1.5" x 6" DOWNSPOUTS BEHIND RAINSCREEN, [G.C. TO VERIFY FINAL SIZE] CONC. 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 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 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A902b 10/19/2018 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 8161110.19.2018 01 A406 02 A506 04 A406 01 A506 02 A502 120'-4" 25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6" 25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6"G.C. TO V.I.F.EL. 10'-6" A.F.F. EL. 10'-6" A.F.F. EL. 10'-6" A.F.F. EL. 10'-6" A.F.F. EL. 10'-6" A.F.F. EL. 10'-6" A.F.F. EL. 10'-6" A.F.F. EL. 9'-6" A.F.F. [V.I.F.] 01 A501 01 A501 01 A502 01 A502 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 GWB 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 RE: INTS.SLOPEGWBGWB TYPE "X" GWB 02 A506 4 B B C C D D F F G G 2 3 6 A A E E 5 1 7'-8 3/4"4'-3 1/4"5'-6"21'10'48'-6"EL. 10'-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. 01 A402 106 GALLERYMATCHLINE MATCHLINEFLUSH MOUNT HEATER [INFRATECH OR SIMILAR] SOUTLINE OF FLOOR ABOVE FIRE RATED ASSEMBLY AT EXHAUST FAN, RE: MECH. (INCLUDING FINAL LOCATION) PLASTER OVER EXT. SUBSTRATE CONC. CONC.CONC.CONC.CONC. 1.5" x 6" DOWNSPOUTS BEHIND RAINSCREEN, [G.C. TO VERIFY FINAL SIZE] ROOF DRAIN PIPING ABOVE OVERFLOW DOWNSPOUT ABOVE DRAINING DIRECTLY TO GRADE BELOW 01 ENTRY LEVEL REFLECTED CEILNG PLAN | WEST 1/4" = 1'-0" N 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A903 10/19/2018 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 8161110.19.2018 01 A406 02 A506 04 A406 01 A506 02 A502 01 A501 01 A501 01 A502 01 A502 01 A401 02 A402 12'-6"12'-6"5'-6"25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6"25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11" 120'-4" 25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6"25'-6 1/2"8'-3"11'-6 1/2"8'-7"3'-11"12'-6"12'-6" 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. 02 A505 02 A505 MASTER DECK 206a MASTER DRESSING HERS 203 MASTER BATH 202 MASTER BEDROOM 206b MASTER DRESSING HIS 205 W.C. 201 HALL 207 STAIR #2 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]SLOPEGWBSLOPEGWBSLOPESTAIRS BELOW GLASS GUARDRAIL BELOWSLOPEGWBGWB 206b MASTER DRESSING HIS OUTLINE OF WALL ABOVE GWB ROOF DRAIN PIPING ABOVE DOWNSPOUT RETURN AIR OPEN TO CEILING ABOVE, RE: MECH RETURN AIR OPEN TO CEILING ABOVE, RE: MECH OUTLINE OF WALL FINISH 02 A506 4 B B C C D D F F G G 2 3 6 A A E E 5 1 01 A4027'-8 3/4"4'-3 1/4"5'-6"21'10'7'-8 3/4"4'-3 1/4"5'-6"21'10'48'-6"MATCHLINEMATCHLINEPLASTER OVEREXT. SUBSTRATE1.5" x 6" DOWNSPOUTS BEHIND RAINSCREEN, [G.C. TO VERIFY FINAL SIZE] ROOF DRAIN PIPING ABOVE 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 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 10/30/2018 12/31 / 2 0 1 8 bonni e m DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM ACC FINAL SITE PLAN REVIEWZ4A 02.28.2018 PERMIT SETZ4A 03.30.2018 Z4A ROUND 1 REVISED PERMIT 10.19.2018 Z:\Shared\Data\_Z4 Projects\1506 DBL Bar X\Model\2BarXII.plnBY A904 10/19/2018 AS NOTED DETACHED GUEST QUARTERS 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 8161110.19.2018 01 A406 03 A506 02 A506 04 A406 A-01A-01 FLEX ROOM 01 A506 5'21'17'-6"11" 26'11 1/2"11'-9"3"3'-2"2"EL. 10'-6" A.F.F. 01 GWB S CM 02 A506 X.A X.A X.C X.C X.2 X.2 X.1 X.1 X.B X.B 17'-6"5'21' OUTLINE OF SOFFIT ABOVE OUTLINE OF STAIRS BELOW 1.5" x 6" DOWNSPOUTS BEHIND RAINSCREEN, [G.C. TO VERIFY FINAL SIZE] ROOF DRAIN PIPING ABOVE A-04a BATH A-02 SITTING A-03 BEDROOM A-04b W.C. 01 A406 03 A506 02 A506 04 A406 01 A506 26' 5'21'17'-6"5'21'17'-6"EL. 9'-2 3/8" A.F.F.EL. 9'-2 3/8" A.F.F. EL. 9'-2 3/8" A.F.F.EL. 9'-2 3/8" A.F.F. GWB GWB GWB GWB SLOPE S CM SLOPE 02 A506 OUTLINE OF STAIRS BELOW OUTLINE OF STAIRS ABOVE OPEN TO (HINGED GRATE) ABOVE X.A X.A X.C X.C X.2 X.2 X.1 X.1 X.B X.B 02 DETACHED GUEST QUARTERS | ENTRY LEVEL RCP 1/4" = 1'-0" 01 DETACHED GUEST QUARTERS | ENTRY LEVEL RCP 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 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. 10/30/2018 12/31 / 2 0 1 8 bonni e m