The URL can be used to link to this page

Home My WebLink About10 Drawing Set 9.13.18DATE Date: Scale: Drawn by: REVISIONS WWW.ZONE4ARCHITECTS.COM Z4A SCHEMATIC PACKAGEZ4A 08.02.2018 BY A000 9/13/2018 AS NOTED COVER SHEET 1 1 0 8 W A T E R S Y:\ Sh a r e d \Da t a \_ Z4 Pr o j e c t s \18 2 1 1 1 0 8 Wa t e r s \Mo d e l \18 2 1 _ 11 0 8 WA T E R S _Co m b i n e d _v21 .pl n Z O N E 4 AR C H I T E C T S I S N O T L I A B L E O R R E S P O N S I B L E A T A N Y T I M E F O R A N Y C H A N G E S T O T H E S E D R A W I N G S O R S P E C I F I C A T I O N S W I T H O U T P R I O R W R I T T E N A U T H O R I Z A T I O N . c 20 1 5 ZO N E 4 AR C H I T E C T S , LL C . TH E I N F O R M A T I O N A N D D E S I G N I N T E N T C O N T A I N E D O N T H I S D O C U M E N T I S T H E P R O P E R T Y O F Z O N E 4 AR C H I T E C T S L L C . NO P A R T O F T H I S I N F O R M A T I O N M A Y B E U S E D O R C O P I E D W I T H O U T T H E P R I O R W R I T T E N P E R M I S S I O N O F Z O N E 4 AR C H I T E C T S L L C . ZO N E 4 AR C H I T E C T S L L C . SH A L L R E T A I N A L L C O M M O N L A W S T A T U T O R Y A N D A L L O T H E R R E S E R V E D R I G H T S , IN C L U D I N G C O P Y R I G H T T H E R E T O . AL L R I G H T S R E S E R V E D NO T F O R C O N S T R U C T I O N 11 0 8 Wa t e r s A v e As p e n , Co 81 6 1 1 0103 02 04 N 1 A7.1 STREAM MARGIN EXEMPTIONZ4A 09.14.2018 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: 2737-181-24-003 R-15 10,055 S.F./0.23 ACRES SINGLE-FAMILY RESIDENCE RESIDENTIAL GROUP R-15 VB 7 2015 IRC N/A REFER TO SURVEY 1 1 0 8 W A T E R S SHEET INDEX PROJECT DIRECTORY PROJECT DATA STREAM MARGIN REVIEW EXEMPTION ROARING FORK ENGINEERING 592 HIGHWAY 133 CARBONDALE, CO 81623 970.948.7474 RICHARD GOULDING richardg@rfeng.biz ZONE 4 ARCHITECTS | ARCHITECT P.O. Box 2508 Aspen, CO 81612 EMAIL 970.429.8470 BILL POLLOCK BPollock@zone4architects.com KAEGEBEIN FINE HOMEBUILDING PO BOX 1570 CARBONDALE, CO 81623 970.510.5797 NATE KAEGEBEIN natekaegebein@kfhomebuilding.com 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 EA EJ E DRWG DR DN DW DS Equal Elevation Each 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 Tread T United States Gage Uniform Building Code With (comb. form) Vinyl Asbestos Tile Unless Noted Otherwise VerticalVERT WD W/O W/ WIN WT WP WC VVAT Weight Without Wood Window Waterproof Water Closet Voltage 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. H.B.Hose Bib VICINITY MAP ABBREVIATIONS 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 SPECIFIEDE. OR GOVERNING BODIES D. 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 C. B. A. 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. L.ALL HEAVY TIMBER (H.T.) TO BE RECLAIMED AND ROUGH SAWN (R.S.). 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 ARCHITECTURAL DRAWINGS COVER SHEET A000 SITE SURVEY - EXISTING SITE PLAN A101a PROPOSED SITE PLAN A101b WALL DEMOLITION CALCS Z101 ROOF DEMOLITION CALCS Z102 ROOF HEIGHT OVER TOPO Z103 EXISTING BUILDING SECTION Z104 PROPOSED BUILDING SECTION Z105 EXISTING FAR A200a PROPOSED FAR A200b EXISTING PLANS A201 EXISTING PLANS A202 EXISTING PLANS A203 EXISTING PLANS A204 PROPOSED LOWER LEVEL PLAN A301 PROPOSED MAIN LEVEL PLAN A302 PROPOSED UPPER LEVEL PLAN A303 PROPOSED ROOF PLAN A304 BUILDING ELEVATIONS A401 BUILDING ELEVATIONS A402 PROPOSED ELEVATIONS A403 PROPOSED ELEVATIONS A404 DECK DIAGRAMS EXISTING ENTRY PERSPECTIVE PROPOSED ENTRY PERSPECTIVE EXISTING RIVER PERSPECTIVE PROPOSED RIVER PERSPECTIVE EXISTING RIVER PERSPECTIVE PROPOSED RIVER PERSPECTIVE EXISTING WEST VIEW PROPOSED WEST VIEW 1108 East Waters Ave. Exhibit 10 C:\General CADD 12\Gxd\18091AA.gxd -- 08/22/2018 -- 09:35 AM -- Scale 1 : 120.000000 DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM SCHEMATIC PACKAGEZ4A 08.02.2018 Y:\Sh a r e d \Da t a \_ Z4 Pr o j e c t s \18 2 1 11 0 8 Wa t e r s \Mo d e l \18 2 1 _11 0 8 WA T E R S _Co m b i n e d _v21 .pl n BY A101a 9/13/2018 AS NOTED EXISTING SITE PLAN ZO N E 4 AR C H I T E C T S IS NO T LI A B L E OR RE S P O N S I B L E AT AN Y TI M E FO R AN Y CH A N G E S TO TH E S E DR A W I N G S OR SP E C I F I C A T I O N S WI T H O U T PR I O R WR I T T E N AU T H O R I Z A T I O N . c 20 1 5 ZO N E 4 AR C H I T E C T S , LL C . TH E IN F O R M A T I O N AN D DE S I G N IN T E N T CO N T A I N E D ON TH I S DO C U M E N T IS TH E PR O P E R T Y OF ZO N E 4 AR C H I T E C T S LL C . NO PA R T OF TH I S IN F O R M A T I O N MA Y BE US E D OR CO P I E D WI T H O U T TH E PR I O R WR I T T E N PE R M I S S I O N OF ZO N E 4 AR C H I T E C T S LL C . ZO N E 4 AR C H I T E C T S LL C . SH A L L RE T A I N AL L CO M M O N LA W ST A T U T O R Y AN D AL L OT H E R RE S E R V E D RI G H T S , IN C L U D I N G CO P Y R I G H T TH E R E T O . AL L RI G H T S RE S E R V E D 11 0 8 Wa t e r s Av e As p e n , Co 81 6 1 1 NO T FO R CO N S T R U C T I O N 1 1 0 8 W A T E R S 15' - 0 " 25'-0 " 1 0 ' - 0 " 5'- 2 3/8 " S 17°22'00"E 79.70' CON C R E T E DRIV E WALK G R A V E L P A R K I N G HOUSE 15 .3' 6.6' 9.9' 9.9' 33.1' 11 .2 ' 24 .3' 22.5' 15 .4' 17.6' 0.7' N 8°41'00"W 20.00' S 8°19'00"E14.94' PC E ASEI JOB #20351A OWNER: 1110 WATERS LLC LOT 10 ASEI JOB #8020A OWNER: THOMPSON, MARY HOLMES 0.2' N 61 °57 '00 "W 182 .48 ' B O U L D E R R E T A I N I N G W A L L LOT 12 LOT 11 SIL L 795 8 .9' RO O F PE A K 799 0 .1' WATERS AVE. 60' R.O.W. MEA N HIGH WAT E R E D G E O F P A V E M E N T BRIC K DRIV E W A Y N 83°06'00"W 120 .37' (PLA T T E D ) 15' TOP OF BANK SETBACK TOP OF BANK AS PER CITY OF ASPEN ENG. DEPT. TOP OF SLOP E SETB A C K TOP OF SLOP E FEMA 100 YR. FLOO D ELEV A T I O N DECK DECK DECK EXIST. FOOT BRIDGE 7960 7965 7955 7970 7969 796 7 DASHED LINES REPRESENT WALLS BELOW, TYP. DITCH CENTERLINE 25' FRONT YARD SETBACK 10' SIDE YARD SETBACK 10' SIDE YARD SETBACK STONE PATH UNDERGROUND UTILITY EASEMENT, RE: SURVEY 10' - 0 " DITC H 120 .54' CAL C U L A T E D N STREAM MARGIN EXEMPTIONZ4A 09.14.2018 SCALE: 1/8" = 1'-0"01 SITE PLAN EXISTING DATE Date: Scale: Drawn by: REVISIONS WWW.ZONE4ARCHITECTS.COM Z4A SCHEMATIC PACKAGEZ4A 08.02.2018 BY A101b 9/13/2018 AS NOTED PROPOSED SITE PLAN 1 1 0 8 W A T E R S Y:\Sh a r e d \Da t a \_ Z4 Pr o j e c t s \18 2 1 11 0 8 Wa t e r s \Mo d e l \18 2 1 _11 0 8 WA T E R S _Co m b i n e d _v21 .pl n ZO N E 4 AR C H I T E C T S IS NO T LI A B L E OR RE S P O N S I B L E AT AN Y TI M E FO R AN Y CH A N G E S TO TH E S E DR A W I N G S OR SP E C I F I C A T I O N S WI T H O U T PR I O R WR I T T E N AU T H O R I Z A T I O N . c 20 1 5 ZO N E 4 AR C H I T E C T S , LL C . TH E IN F O R M A T I O N AN D DE S I G N IN T E N T CO N T A I N E D ON TH I S DO C U M E N T IS TH E PR O P E R T Y OF ZO N E 4 AR C H I T E C T S LL C . NO PA R T OF TH I S IN F O R M A T I O N MA Y BE US E D OR CO P I E D WI T H O U T TH E PR I O R WR I T T E N PE R M I S S I O N OF ZO N E 4 AR C H I T E C T S LL C . ZO N E 4 AR C H I T E C T S LL C . SH A L L RE T A I N AL L CO M M O N LA W ST A T U T O R Y AN D AL L OT H E R RE S E R V E D RI G H T S , IN C L U D I N G CO P Y R I G H T TH E R E T O . AL L RI G H T S RE S E R V E D NO T FO R CO N S T R U C T I O N 11 0 8 Wa t e r s Av e As p e n , Co 81 6 1 1 15' - 0 " 25'-0 " 1 0 ' - 0 " 6'-8 1/2 " 4'-1 1 9/1 6 " S 17°22'00"E 79.70' CON C R E T E DRIV E WALK G R A V E L P A R K I N G HOUSE 15 .3' 6.6' 9.9' 9.9' 33.1' 11 .2 ' 24 .3' 22.5' 15 .4' 17.6' 0.7' N 8°41'00"W 20.00' S 8°19'00"E14.94' PC E ASEI JOB #20351A OWNER: 1110 WATERS LLC LOT 10 ASEI JOB #8020A OWNER: THOMPSON, MARY HOLMES 0.2' N 61 °57 '00 "W 182 .48 ' B O U L D E R R E T A I N I N G W A L L LOT 12 LOT 11 SIL L 795 8 .9' RO O F PE A K 799 0 .1' WATERS AVE. 60' R.O.W. MEA N HIGH WAT E R E D G E O F P A V E M E N T BRIC K DRIV E W A Y N 83°06'00"W 120 .37' (PLA T T E D ) 15' TOP OF BANK SETBACK TOP OF BANK AS PER CITY OF ASPEN ENG. DEPT. TOP OF SLOP E SETB A C K TOP OF SLOP E FEMA 100 YR. FLOO D ELEV A T I O N DECK DECK DECK EGRESS WINDOW WELL 7960 7965 7955 7970 7969 796 7 DASHED LINES REPRESENT WALLS BELOW, TYP. DITCH CENTERLINE EXISTING DECK TO REMAIN EXISTING DECK TO BE LOWERED APPROX. 5' TO ALIGN WITH NEW MAIN LEVEL EXISTING DECK TRIMMED BACK TO REMAIN WITHIN PROPERTY LINE 25' FRONT YARD SETBACK 10' SIDE YARD SETBACK 10' SIDE YARD SETBACK PROPOSED NEW ENTRY ROOF EXISTING TREES TO REMAIN, TYP. RELOCATED FOOTBRIDGE STONE PATH UNDERGROUND UTILITY EASEMENT, RE: SURVEY 10' - 0 " 1'- 0 " DITC H 120 .54' CAL C U L A T E D N STREAM MARGIN EXEMPTIONZ4A 09.14.2018 SCALE: 1/8" = 1'-0"01 SITE PLAN PROPOSED EXISTING CONTOUR PROPOSED ADDITIONS CONTOUR LEGEND 1. ARCHITECTURAL T.O. SLAB 100'-0" EQUALS SURVEY ELEVATION 7969.8'. 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 FD PRIOR TO INSTALLATION (IF REQUIRED). 8. REFER TO LIGHTING DOCUMENTS FOR EXTERIOR LIGHTING PLAN. LIGHTING TO BE DESIGNED PER CITY OF ASPEN LIGHTING REGULATIONS. SITE PLAN KEYNOTES: NOTES: 1. REFERENCE A200a AND DECK DIAGRAMS SHEETS FOR CHANGING DECK AREAS. DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM SCHEMATIC PACKAGEZ4A 08.02.2018 Y:\Sh a r e d \Da t a \_ Z4 Pr o j e c t s \18 2 1 11 0 8 Wa t e r s \Mo d e l \18 2 1 _11 0 8 WA T E R S _Co m b i n e d _v21 .pl n BY Z101 9/13/2018 AS NOTED WALL DEMOLITION CALCS ZO N E 4 AR C H I T E C T S IS NO T LI A B L E OR RE S P O N S I B L E AT AN Y TI M E FO R AN Y CH A N G E S TO TH E S E DR A W I N G S OR SP E C I F I C A T I O N S WI T H O U T PR I O R WR I T T E N AU T H O R I Z A T I O N . c 20 1 5 ZO N E 4 AR C H I T E C T S , LL C . TH E IN F O R M A T I O N AN D DE S I G N IN T E N T CO N T A I N E D ON TH I S DO C U M E N T IS TH E PR O P E R T Y OF ZO N E 4 AR C H I T E C T S LL C . NO PA R T OF TH I S IN F O R M A T I O N MA Y BE US E D OR CO P I E D WI T H O U T TH E PR I O R WR I T T E N PE R M I S S I O N OF ZO N E 4 AR C H I T E C T S LL C . ZO N E 4 AR C H I T E C T S LL C . SH A L L RE T A I N AL L CO M M O N LA W ST A T U T O R Y AN D AL L OT H E R RE S E R V E D RI G H T S , IN C L U D I N G CO P Y R I G H T TH E R E T O . AL L RI G H T S RE S E R V E D 11 0 8 Wa t e r s Av e As p e n , Co 81 6 1 1 NO T FO R CO N S T R U C T I O N 1 1 0 8 W A T E R S WEST EAST EAST NORTH NORTH STUDIO CRAWLSPACE BEDROOM STORAGE BEDROOM DECK DECK W DR RG F WEST EAST EAST NORTH WEST WEST SOUTH SOUTH WEST NORTH EAST KITCHEN LIVING ROOM STUDIO BEDROOM ENTRY BATH WEST EAST SOUTH BEDROOM BEDROOM LOFTBATH OPEN TO BELOW NORTH 8.9 sq ft 22.58 sq ft59.66 sq ft49.87 sq ft 17.93 sq ft 52.73 sq ft 19.63 sq ft 573.05 sq ft 22.36 sq ft 4.4 sq ft 21.03 sq ft 17.36 sq ft 5.56 sq ft 6.73 sq ft 6.73 sq ft 25.03 sq ft 43.69 sq ft 12 sq ft12 sq ft 14.53 sq ft 17.36 sq ft 4.22 sq ft 17.11 sq ft0.66 sq ft 5.09 sq ft PICTURE WINDOW WALL BEYOND (UPPER LEVEL) PICTURE WINDOW WALL BEYOND (UPPER LEVEL) ANGLED STAIR WALL [WALL] [WALL] [WALL] [WALL] 74.63 sq ft 5.21 sq ft 22.66 sq ft 899.58 sq ft 5.21 sq ft 37.44 sq ft 51.31 sq ft 24.7 sq ft 13.77 sq ft 20.34 sq ft20.31 sq ft 14 sq ft 11.9 sq ft 7.17 sq ft 25.08 sq ft 51 sq ft 17.92 sq ft 4.67 sq ft 6.09 sq ft 8.69 sq ft 18.41 sq ft18.41 sq ft 14.5 sq ft 9.34 sq ft 25.64 sq ft 49.83 sq ft 36.95 sq ft 54.92 sq ft 17.06 sq ft 70.46 sq ft 8.97 sq ft 5.05 sq ft18.55 sq ft PICTURE WINDOW WALL (STORAGE) (STUDIO) [WALL] [WALL] [WALL] 10.39 sq ft 34.29 sq ft 20.22 sq ft 5.89 sq ft 89.78 sq ft 19.63 sq ft 785.27 sq ft 6.46 sq ft 14.53 sq ft 14 sq ft14 sq ft14 sq ft 10.5 sq ft 17.66 sq ft 9 sq ft 47.95 sq ft 16.53 sq ft 14.76 sq ft 32 sq ft 2.37 sq ft 19.99 sq ft 37.48 sq ft 36.8 sq ft 7.19 sq ft 5.09 sq ft EAST PICTURE WINDOW WALL (STUDIO) (BEDROOM) KITCHEN ANGLED WALL EAST PICTURE WINDOW WALL (BEDROOM) KITCHEN ANGLED WALL [WALL] [WALL] [WALL] 5.21 sq ft 43.92 sq ft 3.04 sq ft 321.15 sq ft 5.21 sq ft 239.6 sq ft 15 sq ft 11.06 sq ft 20.96 sq ft 11.06 sq ft 11.06 sq ft 21.67 sq ft 8 sq ft12 sq ft6 sq ft12.5 sq ft 8 sq ft 14 sq ft 14 sq ft 8 sq ft 16.66 sq ft 74.44 sq ft 0.92 sq ft 0.85 sq ft 0.54 sq ft 0.24 sq ft 25.18 sq ft 6.09 sq ft 8.69 sq ft [WALL] [WALL] [WALL] WALL AREA - TO BE DEMOLISHED EXISTING WALL AREA- TO REMAIN AREA OF FENESTRATION WALL AREA - TO BE DEMOLISHED ( ) EXISTING WALL AREA- TO REMAIN ( ) AREA OF FENESTRATION ( ) GLAZING DEMO LEGEND XX sq. ft. XX sq. ft. XX sq. ft. [WALL] STREAM MARGIN EXEMPTIONZ4A 09.14.2018 SCALE: 1/8" = 1'-0"05 LOWER LEVEL GLAZING DEMO KEY PLAN SCALE: 1/8" = 1'-0"06 MAIN LEVEL GLAZING DEMO KEY PLAN SCALE: 1/8" = 1'-0"07 UPPER LEVEL GLAZING DEMO KEY PLAN SCALE: 1/8" = 1'-0"01 WEST WALL ELEVATIONS SCALE: 1/8" = 1'-0"02 NORTH WALL ELEVATIONS SCALE: 1/8" = 1'-0"03 EAST WALL ELEVATIONS SCALE: 1/8" = 1'-0"04 SOUTH WALL ELEVATIONS DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM SCHEMATIC PACKAGEZ4A 08.02.2018 Y:\Sh a r e d \Da t a \_ Z4 Pr o j e c t s \18 2 1 11 0 8 Wa t e r s \Mo d e l \18 2 1 _11 0 8 WA T E R S _Co m b i n e d _v21 .pl n BY Z102 9/13/2018 AS NOTED ROOF DEMOLITION CALCS ZO N E 4 AR C H I T E C T S IS NO T LI A B L E OR RE S P O N S I B L E AT AN Y TI M E FO R AN Y CH A N G E S TO TH E S E DR A W I N G S OR SP E C I F I C A T I O N S WI T H O U T PR I O R WR I T T E N AU T H O R I Z A T I O N . c 20 1 5 ZO N E 4 AR C H I T E C T S , LL C . TH E IN F O R M A T I O N AN D DE S I G N IN T E N T CO N T A I N E D ON TH I S DO C U M E N T IS TH E PR O P E R T Y OF ZO N E 4 AR C H I T E C T S LL C . NO PA R T OF TH I S IN F O R M A T I O N MA Y BE US E D OR CO P I E D WI T H O U T TH E PR I O R WR I T T E N PE R M I S S I O N OF ZO N E 4 AR C H I T E C T S LL C . ZO N E 4 AR C H I T E C T S LL C . SH A L L RE T A I N AL L CO M M O N LA W ST A T U T O R Y AN D AL L OT H E R RE S E R V E D RI G H T S , IN C L U D I N G CO P Y R I G H T TH E R E T O . AL L RI G H T S RE S E R V E D 11 0 8 Wa t e r s Av e As p e n , Co 81 6 1 1 NO T FO R CO N S T R U C T I O N 1 1 0 8 W A T E R S Demolition Calculations Wall Demolition Wall Label Individual Wall Area (Sq.Ft.) Fenestration Area (Sq.Ft.)Area of Wall to be Removed (Sq.Ft.) WEST 667.77 186.42 204.94 NORTH 993.54 262.46 413.77 EAST 894.68 211.39 179.71 SOUTH 565.96 188.09 171.00 Wall Surface Total (Sq.Ft.) 3,121.95 Fenestration Area (Sq.Ft.)848.36 Area Used for Demo Calculations (Sq.Ft.)2,273.59 Wall Surface Area to be Removed (Sq.Ft.)969.42 Demolition Totals Wall + Roof Area Used for Demo Calcs (Sq.Ft.)4,713.11 Wall + Roof Surface Area to be Removed (Sq.Ft.)1,645.81 Total (Demo/Exist. Ext)34.92% Demolition Calculations - Ratio Method OPTION 1 Roof Demolition Roof Label Surface Area of Roof Plane (Sq.Ft.) Surface Area of Roof to be Removed (Sq.Ft.) A 672.82 0.00 B 672.82 0.00 C 334.66 0.00 D 129.05 129.05 E 95.64 95.64 F 243.83 161.00 G 55.01 55.01 H 53.99 53.99 I 28.07 28.07 J 55.16 55.16 K 98.47 98.47 Roof Surface Total (Sq.Ft.) 2,439.52 Roof Surface Area to be Removed (Sq.Ft.)676.39 Demolition Totals Roof + Wall Area Used for Demo Calcs (Sq.Ft.)4,713.11 Roof + Wall Surface Area to be Removed (Sq.Ft.)1,645.81 Total (Demo/Exist. Ext)34.92% STUDIO A B C D E F G H I J K NOTE: *DECKS AND RAILINGS NOT SHOWN FOR CLARITY OF ROOF CALCULATIONS *EXPLODED VIEW FOR CALCULATION PURPOSES ONLY 243.83 sq ft 161 sq ft 55.16 sq ft 129.05 sq ft 28.07 sq ft 55.01 sq ft 94.64 sq ft 53.99 sq ft 98.47 sq ft 672.82 sq ft 672.82 sq ft 94.64 sq ft 334.66 sq ft A B D E F G C K J H I ROOF AREA - TO REMAIN ROOF LEGEND ROOF AREA - TO BE DEMOLISHED STREAM MARGIN EXEMPTIONZ4A 09.14.2018 SCALE: 1/8" = 1'-0"01 EXISTING ROOF SCALE: 1/8" = 1'-0"02 EXISTING ROOF TO BE DEMO'D NOTE: ROOF PLANES SHOWN ARE REAL SIZE; NOT SLOPE FACTOR ADDITION . DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM SCHEMATIC PACKAGEZ4A 08.02.2018 Y:\Sh a r e d \Da t a \_ Z4 Pr o j e c t s \18 2 1 11 0 8 Wa t e r s \Mo d e l \18 2 1 _11 0 8 WA T E R S _Co m b i n e d _v21 .pl n BY Z103 9/13/2018 AS NOTED ROOF HEIGHT OVER TOPOGRAPHY ZO N E 4 AR C H I T E C T S IS NO T LI A B L E OR RE S P O N S I B L E AT AN Y TI M E FO R AN Y CH A N G E S TO TH E S E DR A W I N G S OR SP E C I F I C A T I O N S WI T H O U T PR I O R WR I T T E N AU T H O R I Z A T I O N . c 20 1 5 ZO N E 4 AR C H I T E C T S , LL C . TH E IN F O R M A T I O N AN D DE S I G N IN T E N T CO N T A I N E D ON TH I S DO C U M E N T IS TH E PR O P E R T Y OF ZO N E 4 AR C H I T E C T S LL C . NO PA R T OF TH I S IN F O R M A T I O N MA Y BE US E D OR CO P I E D WI T H O U T TH E PR I O R WR I T T E N PE R M I S S I O N OF ZO N E 4 AR C H I T E C T S LL C . ZO N E 4 AR C H I T E C T S LL C . SH A L L RE T A I N AL L CO M M O N LA W ST A T U T O R Y AN D AL L OT H E R RE S E R V E D RI G H T S , IN C L U D I N G CO P Y R I G H T TH E R E T O . AL L RI G H T S RE S E R V E D 11 0 8 Wa t e r s Av e As p e n , Co 81 6 1 1 NO T FO R CO N S T R U C T I O N 1 1 0 8 W A T E R S 01 Z104 7960 7961 7963 7962 7964 7959 7958 7957 7956 7955 7954 7965 7966 7967 7968 7969 7970 A A B B 4 4 2 2 5 5 F F 1 1 C C D D 3 3 2.6 2.6 E E B CD E A L F G H I J K MOST RESTRICTIVEELEVATION LABEL EXISTING GRADE ROOF HEIGHT (USGS) HEIGHTS OVER TOPOGRAPHY PROPOSED GRADE ROOF HEIGHT OVER MOST RESTRICTIVE A EXISTING GRADE IS NOT BEING CHANGED; THEREFORE EXISTING GRADE IS MOST RESTRICTIVE 7990.15'24' - 8 3/16" B 7987.40'23' - 6 1/8" C D E F G H I J K 7979.40'11' - 7" 7963.9'7963.9' 7965.3'7965.3' 19' - 3"7987.40'7968.15'7968.15' 19' - 7" 15' - 5"7983.23'7967.82'7967.82' 10' - 4 1/2"7968.99'7968.99'7979.40' L 18' - 6"7987.40' 22' - 9 3/8"7987.40' 7968.9'7968.9' 7964.61'7964.61' 9' - 5" 9' - 1"7977.69' 7977.69'7968.32'7968.32' 7968.58'7968.58' 17' - 5 7/8"7979.04'7960.83'7960.83' 7969.63'7969.63' 7979.04'7958.75'7958.75' N STREAM MARGIN EXEMPTIONZ4A 09.14.2018 SCALE: 1/8" = 1'-0"01 ROOF HEIGHT OVER TOPOGRAPHY PLAN DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM SCHEMATIC PACKAGEZ4A 08.02.2018 Y:\Sh a r e d \Da t a \_ Z4 Pr o j e c t s \18 2 1 11 0 8 Wa t e r s \Mo d e l \18 2 1 _11 0 8 WA T E R S _Co m b i n e d _v21 .pl n BY Z104 9/13/2018 AS NOTED EXISTING BUILDING SECTION ZO N E 4 AR C H I T E C T S IS NO T LI A B L E OR RE S P O N S I B L E AT AN Y TI M E FO R AN Y CH A N G E S TO TH E S E DR A W I N G S OR SP E C I F I C A T I O N S WI T H O U T PR I O R WR I T T E N AU T H O R I Z A T I O N . c 20 1 5 ZO N E 4 AR C H I T E C T S , LL C . TH E IN F O R M A T I O N AN D DE S I G N IN T E N T CO N T A I N E D ON TH I S DO C U M E N T IS TH E PR O P E R T Y OF ZO N E 4 AR C H I T E C T S LL C . NO PA R T OF TH I S IN F O R M A T I O N MA Y BE US E D OR CO P I E D WI T H O U T TH E PR I O R WR I T T E N PE R M I S S I O N OF ZO N E 4 AR C H I T E C T S LL C . ZO N E 4 AR C H I T E C T S LL C . SH A L L RE T A I N AL L CO M M O N LA W ST A T U T O R Y AN D AL L OT H E R RE S E R V E D RI G H T S , IN C L U D I N G CO P Y R I G H T TH E R E T O . AL L RI G H T S RE S E R V E D 11 0 8 Wa t e r s Av e As p e n , Co 81 6 1 1 NO T FO R CO N S T R U C T I O N 1 1 0 8 W A T E R S 24 ' - 8 3/ 1 6 " 25 ' - 0 " MA X I M U M AL L O W A B L E HE I G H T 25 ' - 0 " MA X I M U M AL L O W A B L E HE I G H T 24 ' - 5 1/ 8 " 20 ' - 4 1/ 4 " 45'-6 1/2" 5'-5"4'-9"15'-3 1/2"4'- 9 1/2"15'-3 1/2" EL. 110'- 3 1/2" [7980.11'] EL. 100'- 0" [7969.82'] EL. 89'- 1" [7958.9'] T.O. F.F. UPPER LEVEL T.O. F.F. MAIN LEVEL T.O. F.F. LOWER LEVEL 25' MAXIMUM HEIGHT LIMIT ABOVE GRADE EXISTING GRADE EXISTING GRADE BEYOND EXISTING ROOF TO REMAIN EXISTING RAILING AND DECK LOCATION NEW LOCATION OF PROPOSED DECK EXISTING STORAGE TO BE REMOVED STORAGE BEDROOM LIVING ROOM KITCHEN CRAWLSPACE BATHROOM STAIR STAIR F F E E D D C C B B A A STREAM MARGIN EXEMPTIONZ4A 09.14.2018 SCALE: 1/4" = 1'-0"01 EXISTING BUILDING SECTION DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM SCHEMATIC PACKAGEZ4A 08.02.2018 Y:\Sh a r e d \Da t a \_ Z4 Pr o j e c t s \18 2 1 11 0 8 Wa t e r s \Mo d e l \18 2 1 _11 0 8 WA T E R S _Co m b i n e d _v21 .pl n BY Z105 9/13/2018 AS NOTED PROPOSED BUILDING SECTION ZO N E 4 AR C H I T E C T S IS NO T LI A B L E OR RE S P O N S I B L E AT AN Y TI M E FO R AN Y CH A N G E S TO TH E S E DR A W I N G S OR SP E C I F I C A T I O N S WI T H O U T PR I O R WR I T T E N AU T H O R I Z A T I O N . c 20 1 5 ZO N E 4 AR C H I T E C T S , LL C . TH E IN F O R M A T I O N AN D DE S I G N IN T E N T CO N T A I N E D ON TH I S DO C U M E N T IS TH E PR O P E R T Y OF ZO N E 4 AR C H I T E C T S LL C . NO PA R T OF TH I S IN F O R M A T I O N MA Y BE US E D OR CO P I E D WI T H O U T TH E PR I O R WR I T T E N PE R M I S S I O N OF ZO N E 4 AR C H I T E C T S LL C . ZO N E 4 AR C H I T E C T S LL C . SH A L L RE T A I N AL L CO M M O N LA W ST A T U T O R Y AN D AL L OT H E R RE S E R V E D RI G H T S , IN C L U D I N G CO P Y R I G H T TH E R E T O . AL L RI G H T S RE S E R V E D 11 0 8 Wa t e r s Av e As p e n , Co 81 6 1 1 NO T FO R CO N S T R U C T I O N 1 1 0 8 W A T E R S 24 ' - 8 3/ 1 6 " 25 ' - 0 " MA X I M U M AL L O W A B L E HE I G H T 25 ' - 0 " MA X I M U M AL L O W A B L E HE I G H T 12 ' - 2 7/ 8 " 24 ' - 5 1/ 8 " 20 ' - 4 1/ 4 " 45'-6 1/2" 5'-5"4'-9"15'-3 1/2"4'- 9 1/2"15'-3 1/2" CO O R D . DE P T H OF FO O T E R W/ ST R U C T U R A L EL. 110'- 3 1/2" [7980.11'] EL. 100'- 0" [7969.82'] EL. 89'- 1" [7958.9'] EL. 117'-7 1/2" [7987.74'] EL. 121'-1 5/8" [7990.15'] EL. 117'-7 1/2" [7987.74'] EL. 110'-1" [7979.9']T.O. F.F. UPPER LEVEL T.O. F.F. MAIN LEVEL T.O. F.F. LOWER LEVEL POINT A POINT I EAVE 25' MAXIMUM HEIGHT LIMIT ABOVE GRADE EXISTING GRADE EXISTING DECK EAVE EXISTING GRADE BEYOND EXISTING GRADE BEYOND DININGPOWDER 101 102 BED 01 004 BATH 02 008 BED 02 007 MASTER CLOSET 201 NATURAL PLANTINGS TO REPLACE REMOVED PORTION OF GRADE BEHIND EXISTING BOULDER WALL EXISTING ROOF TO REMAIN EXISTING DECK TO BE REMOVED EXISTING RAILING AND DECK LOCATION NEW LOCATION OF PROPOSED DECK EXISTING STORAGE TO BE REMOVED NEW RETAINING WALL FOR EXISTING GRADE EXISTING ROOF TO REMAIN F F E E D D C C B B A A STREAM MARGIN EXEMPTIONZ4A 09.14.2018 SCALE: 1/4" = 1'-0"01 PROPOSED BUILDING SECTION DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM SCHEMATIC PACKAGEZ4A 08.02.2018 Y:\Sh a r e d \Da t a \_ Z4 Pr o j e c t s \18 2 1 11 0 8 Wa t e r s \Mo d e l \18 2 1 _11 0 8 WA T E R S _Co m b i n e d _v21 .pl n BY A200a 9/13/2018 AS NOTED EXISTING FAR ZO N E 4 AR C H I T E C T S IS NO T LI A B L E OR RE S P O N S I B L E AT AN Y TI M E FO R AN Y CH A N G E S TO TH E S E DR A W I N G S OR SP E C I F I C A T I O N S WI T H O U T PR I O R WR I T T E N AU T H O R I Z A T I O N . c 20 1 5 ZO N E 4 AR C H I T E C T S , LL C . TH E IN F O R M A T I O N AN D DE S I G N IN T E N T CO N T A I N E D ON TH I S DO C U M E N T IS TH E PR O P E R T Y OF ZO N E 4 AR C H I T E C T S LL C . NO PA R T OF TH I S IN F O R M A T I O N MA Y BE US E D OR CO P I E D WI T H O U T TH E PR I O R WR I T T E N PE R M I S S I O N OF ZO N E 4 AR C H I T E C T S LL C . ZO N E 4 AR C H I T E C T S LL C . SH A L L RE T A I N AL L CO M M O N LA W ST A T U T O R Y AN D AL L OT H E R RE S E R V E D RI G H T S , IN C L U D I N G CO P Y R I G H T TH E R E T O . AL L RI G H T S RE S E R V E D 11 0 8 Wa t e r s Av e As p e n , Co 81 6 1 1 NO T FO R CO N S T R U C T I O N 1 1 0 8 W A T E R S AB C D E F G H I J K L M N 552.02 sq ft 472.04 sq ft 80.85 sq ft 353.41 sq ft 438.09 sq ft 352.82 sq ft LOWER LEVEL A LOWER LEVEL B CRAWLSPACE 302.36 sq ft 882.06 sq ft 1,732.19 sq ft 20.45 sq ft 5.32 sq ft OPEN TO BELOW 27.77 sq ft 672.33 sq ft 2,009.87 s.f.489.23 s.f. 705.42 s.f. LOWER LEVEL (BASEMENT) A MAIN LEVEL UPPER LEVEL EXEMPT AREA S.F.FLOOR AREA S.F. DECK (15% OF TOTAL FAR EXEMPT : 489.23) DECK TOTAL 33.09 s.f. [EXEMPT STAIR AREA] 1,520.64 s.f. 672.33 s.f. 0.0 s.f. 20.45 s.f. [EXEMPT STAIR AREA]1,732.19 s.f. ALLOWABLE AREA (FAR) :3,261.56 s.f. GROSS AREA S.F. 1,752.64 s.f. 0.0 s.f. 352.82 s.f.165.47 s.f. GARAGE (250 s.f. excluded) 187.35 s.f. LOWER LEVEL B 438.09 s.f.205.46 s.f.232.63 s.f. CRAWLSPACE 632.87 s.f.632.87 s.f. [CRAWLSPACES BELOW 5'-6" HEIGHT]0.00 s.f. 0.00 s.f. AREA CALCULATIONS [PER CITY OF ASPEN ] 3,881.84 s.f.FLOOR AREA TOTAL 2,775.45 s.f. 5,891.71 s.f.GRAND TOTAL 4,296.09 s.f. 1,106.39 s.f. 489.23 s.f. 1,595.62 s.f. 2,009.87 s.f.1,520.64 s.f. 173.58 sq ft 9' - 1 1 " EL. LOWER LEVEL "A"173.58 sq ft 95.54 sq ft 14.97 sq ft 36.92 sq ft 10.15 sq ft3.95 sq ft 21.67 sq ft 179.54 sq ft101.5 sq ft105.75 sq ft 28.59 sq ft 48.59 sq ft 28.76 sq ft5.78 sq ft A C EBD F M N TOTAL WALL AREA = TOTAL BURIED WALL AREA = EXEMPT = [BURIED AREA/TOTAL] 672.09 S.F. 356.78 S.F. 53.1% (0.531x Lower Level A s.f.)=187.35 160.03 sq ft 27.04 sq ft 50.37 sq ft86.86 sq ft 7' - 3 " EL. LOWER LEVEL "B"86.86 sq ft 50.37 sq ft 27.04 sq ft 160.03 sq ft 120.09 sq ft 166.75 sq ft G H I J K L TOTAL WALL AREA = TOTAL BURIED WALL AREA = EXEMPT = [BURIED AREA/TOTAL] 611.14 S.F. 324.30 S.F. 53.1% (0.531 x Lower Level B s.f.) = 232.63 DECK AREA FLOOR AREA OVERHANG AREA GARAGE AREA BURIED WALL AREA AREA LEGEND EXEMPT AREA STREAM MARGIN EXEMPTIONZ4A 09.14.2018 SCALE: 1/8" = 1'-0"1 EXISTING LOWER LEVEL AREA SCALE: 1/8" = 1'-0"2 EXISTING MAIN LEVEL AREA SCALE: 1/8" = 1'-0"3 EXISTING UPPER LEVEL AREA DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM SCHEMATIC PACKAGEZ4A 08.02.2018 Y:\Sh a r e d \Da t a \_ Z4 Pr o j e c t s \18 2 1 11 0 8 Wa t e r s \Mo d e l \18 2 1 _11 0 8 WA T E R S _Co m b i n e d _v21 .pl n BY A200b 9/13/2018 AS NOTED PROPOSED FAR ZO N E 4 AR C H I T E C T S IS NO T LI A B L E OR RE S P O N S I B L E AT AN Y TI M E FO R AN Y CH A N G E S TO TH E S E DR A W I N G S OR SP E C I F I C A T I O N S WI T H O U T PR I O R WR I T T E N AU T H O R I Z A T I O N . c 20 1 5 ZO N E 4 AR C H I T E C T S , LL C . TH E IN F O R M A T I O N AN D DE S I G N IN T E N T CO N T A I N E D ON TH I S DO C U M E N T IS TH E PR O P E R T Y OF ZO N E 4 AR C H I T E C T S LL C . NO PA R T OF TH I S IN F O R M A T I O N MA Y BE US E D OR CO P I E D WI T H O U T TH E PR I O R WR I T T E N PE R M I S S I O N OF ZO N E 4 AR C H I T E C T S LL C . ZO N E 4 AR C H I T E C T S LL C . SH A L L RE T A I N AL L CO M M O N LA W ST A T U T O R Y AN D AL L OT H E R RE S E R V E D RI G H T S , IN C L U D I N G CO P Y R I G H T TH E R E T O . AL L RI G H T S RE S E R V E D 11 0 8 Wa t e r s Av e As p e n , Co 81 6 1 1 NO T FO R CO N S T R U C T I O N 1 1 0 8 W A T E R S AB C D E G H I J K F 1,339.17 sq ft 353.41 sq ft 206.19 sq ft L 373.62 sq ft 189.16 sq ft 1,828.33 sq ft OPEN TO BELOW 599.13 sq ft 90.36 sq ft 59.34 sq ft 239.65 sq ft 93 sq ft 9' - 1 1 " EL. LOWER LEVEL 59.34 sq ft 95.54 sq ft 14.97 sq ft 36.92 sq ft 10.15 sq ft3.95 sq ft 105.75 sq ft 28.59 sq ft 48.59 sq ft 28.76 sq ft5.78 sq ft 239.65 sq ft 429.21 sq ft 429.21 sq ft 248.12 sq ft 202.82 sq ft 228.08 sq ft 151.65 sq ft 180.36 sq ft 23.69 sq ft A C EBD F G H I J K L TOTAL WALL AREA = TOTAL BURIED WALL AREA = EXEMPT = [BURIED AREA/TOTAL] 1,753.88 S.F. 1,209.24 S.F. 68.9% (0.689 x Lower Level Area s.f.) = 922.68 1,122.38 s.f.489.23 s.f. 689.49 s.f. LOWER LEVEL (BASEMENT) MAIN LEVEL UPPER LEVEL EXEMPT AREA S.F. DECK (15% OF TOTAL FAR EXEMPT : 489.23) DECK TOTAL 90.36 s.f. [EXEMPT STAIR AREA] 633.15 s.f. 599.13 s.f. 0.0 s.f. 1,828.33 s.f. ALLOWABLE AREA (FAR) :3,261.56 s.f. GROSS AREA S.F. 1,828.33 s.f. 0.0 s.f. 1,339.17 s.f.416.49 s.f. AREA CALCULATIONS GARAGE (250 s.f. excluded) 922.68 s.f. CRAWLSPACE 0.0 s.f.0.00 s.f. 0.00 s.f. 0.0 s.f. 0.0 s.f. [PER CITY OF ASPEN ] PROPOSED-S.M.E. TABLE OPT 1 3,856.99 s.f.FLOOR AREA TOTAL 2,843.95 s.f. 4,979.37 s.f.GRAND TOTAL 3,477.10 s.f. FLOOR AREA S.F. 489.23 s.f. 1,013.04 s.f. 1,502.27 s.f. 1,122.38 s.f.633.15 s.f. DECK AREA FLOOR AREA OVERHANG AREA GARAGE AREA BURIED WALL AREA AREA LEGEND EXEMPT AREA MAX. 10% ADDED TO FLOOR AREA EXISTING 4,296.09 s.f. exceeds allowable FAR. Therefore, this code section is not applicable. CODE REQUIREMENTS [PER COA LAND USE CODE ] MAX. 25% ADDED TO EXEMPT BUILDING AREA EXISTING 1,590.95 s.f. x 25% = 397.74 s.f. 1,590.95 + 397.74 = 1,988.70 s.f. [max. exempt allowed in proposed] EXISTING AREAS FOR CALCS 3,477.10 s.f. 1,502.27 s.f. < 1,988.70 s.f. allowed PROPOSED AREAS STREAM MARGIN EXEMPTIONZ4A 09.14.2018 SCALE: 1/8" = 1'-0"1 PROPOSED LOWER LEVEL AREA SCALE: 1/8" = 1'-0"2 MAIN LEVEL AREA SCALE: 1/8" = 1'-0"3 PROPOSED SECOND FLOOR AREA DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM SCHEMATIC PACKAGEZ4A 08.02.2018 Y:\Sh a r e d \Da t a \_ Z4 Pr o j e c t s \18 2 1 11 0 8 Wa t e r s \Mo d e l \18 2 1 _11 0 8 WA T E R S _Co m b i n e d _v21 .pl n BY A201 9/13/2018 AS NOTED EXISTING PLANS ZO N E 4 AR C H I T E C T S IS NO T LI A B L E OR RE S P O N S I B L E AT AN Y TI M E FO R AN Y CH A N G E S TO TH E S E DR A W I N G S OR SP E C I F I C A T I O N S WI T H O U T PR I O R WR I T T E N AU T H O R I Z A T I O N . c 20 1 5 ZO N E 4 AR C H I T E C T S , LL C . TH E IN F O R M A T I O N AN D DE S I G N IN T E N T CO N T A I N E D ON TH I S DO C U M E N T IS TH E PR O P E R T Y OF ZO N E 4 AR C H I T E C T S LL C . NO PA R T OF TH I S IN F O R M A T I O N MA Y BE US E D OR CO P I E D WI T H O U T TH E PR I O R WR I T T E N PE R M I S S I O N OF ZO N E 4 AR C H I T E C T S LL C . ZO N E 4 AR C H I T E C T S LL C . SH A L L RE T A I N AL L CO M M O N LA W ST A T U T O R Y AN D AL L OT H E R RE S E R V E D RI G H T S , IN C L U D I N G CO P Y R I G H T TH E R E T O . AL L RI G H T S RE S E R V E D 11 0 8 Wa t e r s Av e As p e n , Co 81 6 1 1 NO T FO R CO N S T R U C T I O N 1 1 0 8 W A T E R S 53'-1/2" V.I.F. 45 ' - 6 1/ 2 " V. I . F . 53'-1/2" V.I.F. 45 ' - 6 1/ 2 " V. I . F . 12'-6"40'-6 1/2" 5' - 5 " 40 ' - 1 1/ 2 " 5' - 5 " 24 ' - 1 0 " 15 ' - 3 1/ 2 " 30'-1/2" V.I.F. 23'-0" V.I.F. EL. 89'- 1" V.I.F. EXIST. EL. 95'- 10 1/2" EL. 95'- 10 1/2" EL. 93'- 10 1/4" EL. 100'- 8 1/2" 2 A502 1 A502 STUDIO CRAWLSPACE BEDROOM STORAGE BEDROOM OUTLINE OF DECK ABOVE EXISTING BEDROOM LEVEL TO BE EXCAVATED TO EXISTING LOWER LEVEL T.O. F.F. LOWER LEVEL T.O. F.F. BEDROOM LEVEL T.O. CRAWLSPACE T.O. STORAGE EXISTING DECK TO REMAIN DECK DECK B.O. CRAWLSPACE CEILING 01 A401 03 A402 01 A401 04 A402 UP UP UP DN UP A A B B 4 4 2 2 5 5 F F 1 1 C C D D 3 3 2.6 2.6 E E EXISTING DECK ON BEDROOM LEVEL TO BE REMOVED. RE: DECKS DIAGRAM SHEET AND DEMO PLANS N STREAM MARGIN EXEMPTIONZ4A 09.14.2018 SCALE: 1/4" = 1'-0"01 LOWER LEVEL EXISTING DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM SCHEMATIC PACKAGEZ4A 08.02.2018 Y:\Sh a r e d \Da t a \_ Z4 Pr o j e c t s \18 2 1 11 0 8 Wa t e r s \Mo d e l \18 2 1 _11 0 8 WA T E R S _Co m b i n e d _v21 .pl n BY A202 9/13/2018 AS NOTED EXISTING PLANS ZO N E 4 AR C H I T E C T S IS NO T LI A B L E OR RE S P O N S I B L E AT AN Y TI M E FO R AN Y CH A N G E S TO TH E S E DR A W I N G S OR SP E C I F I C A T I O N S WI T H O U T PR I O R WR I T T E N AU T H O R I Z A T I O N . c 20 1 5 ZO N E 4 AR C H I T E C T S , LL C . TH E IN F O R M A T I O N AN D DE S I G N IN T E N T CO N T A I N E D ON TH I S DO C U M E N T IS TH E PR O P E R T Y OF ZO N E 4 AR C H I T E C T S LL C . NO PA R T OF TH I S IN F O R M A T I O N MA Y BE US E D OR CO P I E D WI T H O U T TH E PR I O R WR I T T E N PE R M I S S I O N OF ZO N E 4 AR C H I T E C T S LL C . ZO N E 4 AR C H I T E C T S LL C . SH A L L RE T A I N AL L CO M M O N LA W ST A T U T O R Y AN D AL L OT H E R RE S E R V E D RI G H T S , IN C L U D I N G CO P Y R I G H T TH E R E T O . AL L RI G H T S RE S E R V E D 11 0 8 Wa t e r s Av e As p e n , Co 81 6 1 1 NO T FO R CO N S T R U C T I O N 1 1 0 8 W A T E R S W DR RG F 2 A502 1 A502 53'-1/2" V.I.F. 45 ' - 6 1/ 2 " V. I . F . 53'-1/2" V.I.F. 45 ' - 6 1/ 2 " V. I . F . 6'-11 1/2"5'-6 1/2"17'-6 1/2"23'-0" 9'-11"43'-1 1/2" 5' - 5 " 24 ' - 1 0 " 15 ' - 3 1/ 2 " 5' - 5 " 4' - 9 " 15 ' - 3 1/ 2 " 20 ' - 1 " EL. 100'- 0" V.I.F. EL. 105'- 0" EL. 102'- 1" EL. 102'- 1" EL. 99'- 9" 01 A401 03 A402 01 A401 04 A402 KITCHEN LIVING ROOM STUDIO BEDROOM ENTRY BATH EXISTING EXTERIOR STORAGE TO BE REMOVED EXISTING LIVING ROOM LEVEL TO BE LOWERED BY APPROX. 5'-0" EXISTING ENTRY LEVEL TO BE LOWERED BY APPROX. 2'-1" T.O. F.F. MAIN LEVEL T.O. F.F. LIVING ROOM T.O. F.F. ENTRY LEVEL T.O. F.F. ENTRY LEVEL T.O. F.F. BEDROOM EXISTING DECK TO BE LOWERED BY APPROX. 5'-0" UP UP UP UP DN UP UP A A B B 4 4 2 2 5 5 F F 1 1 C C D D 3 3 2.6 2.6 E E N STREAM MARGIN EXEMPTIONZ4A 09.14.2018 SCALE: 1/4" = 1'-0"01 MAIN LEVEL EXISTING DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM SCHEMATIC PACKAGEZ4A 08.02.2018 Y:\Sh a r e d \Da t a \_ Z4 Pr o j e c t s \18 2 1 11 0 8 Wa t e r s \Mo d e l \18 2 1 _11 0 8 WA T E R S _Co m b i n e d _v21 .pl n BY A203 9/13/2018 AS NOTED EXISTING PLANS ZO N E 4 AR C H I T E C T S IS NO T LI A B L E OR RE S P O N S I B L E AT AN Y TI M E FO R AN Y CH A N G E S TO TH E S E DR A W I N G S OR SP E C I F I C A T I O N S WI T H O U T PR I O R WR I T T E N AU T H O R I Z A T I O N . c 20 1 5 ZO N E 4 AR C H I T E C T S , LL C . TH E IN F O R M A T I O N AN D DE S I G N IN T E N T CO N T A I N E D ON TH I S DO C U M E N T IS TH E PR O P E R T Y OF ZO N E 4 AR C H I T E C T S LL C . NO PA R T OF TH I S IN F O R M A T I O N MA Y BE US E D OR CO P I E D WI T H O U T TH E PR I O R WR I T T E N PE R M I S S I O N OF ZO N E 4 AR C H I T E C T S LL C . ZO N E 4 AR C H I T E C T S LL C . SH A L L RE T A I N AL L CO M M O N LA W ST A T U T O R Y AN D AL L OT H E R RE S E R V E D RI G H T S , IN C L U D I N G CO P Y R I G H T TH E R E T O . AL L RI G H T S RE S E R V E D 11 0 8 Wa t e r s Av e As p e n , Co 81 6 1 1 NO T FO R CO N S T R U C T I O N 1 1 0 8 W A T E R S N STREAM MARGIN EXEMPTIONZ4A 09.14.2018 2 A502 1 A502 01 A401 03 A402 01 A401 04 A402 53'-1/2" V.I.F. 45 ' - 6 1/ 2 " V. I . F . 45 ' - 6 1/ 2 " V. I . F . 53'-1/2" V.I.F. 9'-11"43'-1 1/2" 5' - 5 " 24 ' - 1 0 " 15 ' - 3 1/ 2 " 5' - 5 " 24 ' - 1 0 " 15 ' - 3 1/ 2 " 9'-11"43'-1 1/2" EL. 110'- 3 1/2" V.I.F. EXIST. BEDROOM BEDROOM LOFTBATH OPEN TO BELOW T.O. F.F. UPPER LEVEL DN A A B B 4 4 2 2 5 5 F F 1 1 C C D D 3 3 2.6 2.6 E E 2 1/2" : 12 " SL O P E V.I.F. 2" : 12" SLOPE V.I.F. 6" : 12" SLOPE V.I.F. 4 1/4" : 12 " SL O P E V.I.F. 4 1 / 4 " : 1 2 " S L O P E V .I. F . 2" : 12 " SL O P E V.I.F. 4" : 12" SLOPE V.I.F. 4" : 12 " SL O P E V.I.F. 6" : 12" SLOPE V.I.F. 4" : 12 " SL O P E V.I.F. 4" : 12 " SL O P E V.I.F. 4" : 12 " SLOPE V.I.F. 4 1/4" : 12 " SL O P E V.I.F. SCALE: 1/4" = 1'-0"01 UPPER LEVEL EXISTING DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM SCHEMATIC PACKAGEZ4A 08.02.2018 Y:\Sh a r e d \Da t a \_ Z4 Pr o j e c t s \18 2 1 11 0 8 Wa t e r s \Mo d e l \18 2 1 _11 0 8 WA T E R S _Co m b i n e d _v21 .pl n BY A204 9/13/2018 AS NOTED EXISTING PLANS ZO N E 4 AR C H I T E C T S IS NO T LI A B L E OR RE S P O N S I B L E AT AN Y TI M E FO R AN Y CH A N G E S TO TH E S E DR A W I N G S OR SP E C I F I C A T I O N S WI T H O U T PR I O R WR I T T E N AU T H O R I Z A T I O N . c 20 1 5 ZO N E 4 AR C H I T E C T S , LL C . TH E IN F O R M A T I O N AN D DE S I G N IN T E N T CO N T A I N E D ON TH I S DO C U M E N T IS TH E PR O P E R T Y OF ZO N E 4 AR C H I T E C T S LL C . NO PA R T OF TH I S IN F O R M A T I O N MA Y BE US E D OR CO P I E D WI T H O U T TH E PR I O R WR I T T E N PE R M I S S I O N OF ZO N E 4 AR C H I T E C T S LL C . ZO N E 4 AR C H I T E C T S LL C . SH A L L RE T A I N AL L CO M M O N LA W ST A T U T O R Y AN D AL L OT H E R RE S E R V E D RI G H T S , IN C L U D I N G CO P Y R I G H T TH E R E T O . AL L RI G H T S RE S E R V E D 11 0 8 Wa t e r s Av e As p e n , Co 81 6 1 1 NO T FO R CO N S T R U C T I O N 1 1 0 8 W A T E R S 2 A502 1 A502 53'-1/2" V.I.F. 45 ' - 6 1/ 2 " V. I . F . 53'-1/2" V.I.F. 45 ' - 6 1/ 2 " V. I . F . 6'-11 1/2"2'-11 1/2"2'-7"17'-6 1/2"23'-0" 6'-11 1/2"2'-11 1/2"2'-7"17'-6 1/2"23'-0" 5' - 5 " 4' - 9 " 15 ' - 3 1/ 2 " 4' - 9 1/ 2 " 15 ' - 3 1/ 2 " 5' - 5 " 4' - 9 " 15 ' - 3 1/ 2 " 4' - 9 1/ 2 " 15 ' - 3 1/ 2 " 1'-0" V.I.F. 17'-6 1/2" 1'-0" V.I.F. 22'-0" 1'-0" V.I.F. 2' - 6 " V. I . F . 12 ' - 9 1/ 2 " 1' - 6 " V. I . F . 2' - 1 1 " 2' - 6 " V. I . F . 11 3/4" V.I.F. 1' - 0 " V. I . F . 15 ' - 3 1/ 2 " 1' - 0 " V. I . F . 1'-2 1/2" V.I.F.1'-0" V.I.F. 2' - 6 " V. I . F . 1' - 6 " V. I . F . 45'-1 1/4" 19'-6 1/2" 29 ' - 1 0 " 2' - 6 " V. I . F . 12 ' - 9 1/ 2 " 1' - 1 0 " V. I . F . 45'-1 1/4" 29 ' - 1 0 " EXISTING ROOF TO REMAIN EXISTING ROOF TO REMAIN A A B B 4 4 2 2 5 5 F F 1 1 C C D D 3 3 2.6 2.6 E E 2 1/2" : 12 " SL O P E V.I.F. 2 1/2" : 12 " SL O P E V.I.F. 2 1/2" : 12 " SL O P E V.I.F. 2" : 12" SLOPE V.I.F. 6" : 12" SLOPE V.I.F. 4 1/4" : 12 " SL O P E V.I.F. 4 1 / 4 " : 1 2 " S L O P E V .I. F . 2" : 12 " SL O P E V.I.F. 4" : 12" SLOPE V.I.F. 4" : 12 " SL O P E V.I.F. N STREAM MARGIN EXEMPTIONZ4A 09.14.2018 SCALE: 1/4" = 1'-0"01 ROOF PLAN EXISTING DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM SCHEMATIC PACKAGEZ4A 08.02.2018 Y:\Sh a r e d \Da t a \_ Z4 Pr o j e c t s \18 2 1 11 0 8 Wa t e r s \Mo d e l \18 2 1 _11 0 8 WA T E R S _Co m b i n e d _v21 .pl n BY A301 9/13/2018 AS NOTED PROPOSED LOWER LEVEL PLAN ZO N E 4 AR C H I T E C T S IS NO T LI A B L E OR RE S P O N S I B L E AT AN Y TI M E FO R AN Y CH A N G E S TO TH E S E DR A W I N G S OR SP E C I F I C A T I O N S WI T H O U T PR I O R WR I T T E N AU T H O R I Z A T I O N . c 20 1 5 ZO N E 4 AR C H I T E C T S , LL C . TH E IN F O R M A T I O N AN D DE S I G N IN T E N T CO N T A I N E D ON TH I S DO C U M E N T IS TH E PR O P E R T Y OF ZO N E 4 AR C H I T E C T S LL C . NO PA R T OF TH I S IN F O R M A T I O N MA Y BE US E D OR CO P I E D WI T H O U T TH E PR I O R WR I T T E N PE R M I S S I O N OF ZO N E 4 AR C H I T E C T S LL C . ZO N E 4 AR C H I T E C T S LL C . SH A L L RE T A I N AL L CO M M O N LA W ST A T U T O R Y AN D AL L OT H E R RE S E R V E D RI G H T S , IN C L U D I N G CO P Y R I G H T TH E R E T O . AL L RI G H T S RE S E R V E D 11 0 8 Wa t e r s Av e As p e n , Co 81 6 1 1 NO T FO R CO N S T R U C T I O N 1 1 0 8 W A T E R S A4A3 A5 A6 004 A 008 A 002 A 003 A 007 B 007 A A1 A2 006 A 005 A 001 A WDR 53'-1/2" V.I.F. 45 ' - 6 1/ 2 " V. I . F . 53'-1/2" V.I.F. 45 ' - 6 1/ 2 " V. I . F . 12'-6"40'-6 1/2" 5' - 5 " 40 ' - 1 1/ 2 " 5' - 5 " 24 ' - 1 0 " 15 ' - 3 1/ 2 " 30'-1/2" V.I.F. 23'-0" V.I.F. 6' - 5 1/ 2 " 18 ' - 4 1/ 2 " 10'-3 1/2"7'-3"6'-0"5'-8 1/4"4'-6"6'-9 3/4" 2' - 1 0 1/ 2 " 7' - 2 " 5' - 3 " 22'-5 1/4"6 3/4" 3' - 1 1 1/ 2 " 8" 3' - 6 " 3'-4" EL. 89'- 1" V.I.F. EXIST. EL. 92'- 2" TO MATCH EXIST. GRADE 2 A502 1 A502 FAMILY BED 01 BED 02BATH 02 MECH. LAUNDRY UP BATH 01 W.I.C. 01 001 002 003 004 005 006 007 008 STEEL EGRESS LADDER PER 2015 IRC R310.2.3.1 EXISTING DECK TO REMAIN SLIDING GLASS DOORS TO DECK PLANTER BED TO MATCH EXISTING GRADE, V.I.F. T.O. F.F. LOWER LEVEL DECK DECK PLANTER T.O. WALL BUILT-IN CABINETRY 01 A403 02 A403 03 A404 04 A404 DN A A B B 4 4 2 2 5 5 F F 1 1 C C D D 3 3 2.6 2.6 E E CLCL CL CL CL CL CL N STREAM MARGIN EXEMPTIONZ4A 09.14.2018 SCALE: 1/4" = 1'-0"01 LOWER LEVEL PROPOSED 1. SITE ELEVATION 7969.8' = ARCHITECTURAL MAIN LEVEL T.O. SLAB FLOOR ELEVATION 100'-0". 2. REFER TO STRUCTURAL DOCUMENTS FOR ALL STRUCTURAL 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. 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 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. PLAN NOTES WALL KEY EXISTING WALL TO REMAIN NEW WALL DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM SCHEMATIC PACKAGEZ4A 08.02.2018 Y:\Sh a r e d \Da t a \_ Z4 Pr o j e c t s \18 2 1 11 0 8 Wa t e r s \Mo d e l \18 2 1 _11 0 8 WA T E R S _Co m b i n e d _v21 .pl n BY A302 9/13/2018 AS NOTED PROPOSED MAIN LEVEL PLAN ZO N E 4 AR C H I T E C T S IS NO T LI A B L E OR RE S P O N S I B L E AT AN Y TI M E FO R AN Y CH A N G E S TO TH E S E DR A W I N G S OR SP E C I F I C A T I O N S WI T H O U T PR I O R WR I T T E N AU T H O R I Z A T I O N . c 20 1 5 ZO N E 4 AR C H I T E C T S , LL C . TH E IN F O R M A T I O N AN D DE S I G N IN T E N T CO N T A I N E D ON TH I S DO C U M E N T IS TH E PR O P E R T Y OF ZO N E 4 AR C H I T E C T S LL C . NO PA R T OF TH I S IN F O R M A T I O N MA Y BE US E D OR CO P I E D WI T H O U T TH E PR I O R WR I T T E N PE R M I S S I O N OF ZO N E 4 AR C H I T E C T S LL C . ZO N E 4 AR C H I T E C T S LL C . SH A L L RE T A I N AL L CO M M O N LA W ST A T U T O R Y AN D AL L OT H E R RE S E R V E D RI G H T S , IN C L U D I N G CO P Y R I G H T TH E R E T O . AL L RI G H T S RE S E R V E D 11 0 8 Wa t e r s Av e As p e n , Co 81 6 1 1 NO T FO R CO N S T R U C T I O N 1 1 0 8 W A T E R S 106 B 106 A B6 B7 B9B8103 A B10 B12 B11 B1 100 A 104 A 101 A 100 B 102 A B4 B3 108 A B13 B5 B2 F 2 A502 1 A502 53'-1/2" V.I.F. 45 ' - 6 1/ 2 " V. I . F . 53'-1/2" V.I.F. 45 ' - 6 1/ 2 " V. I . F . 6'-11 1/2"5'-6 1/2"17'-6 1/2"23'-0" 9'-11"43'-1 1/2" 5' - 5 " 24 ' - 1 0 " 15 ' - 3 1/ 2 " 5' - 5 " 4' - 9 " 15 ' - 3 1/ 2 " 20 ' - 1 " 5' - 1 1 1/ 2 " 5' - 1 3/ 4 " 10 ' - 6 3/ 4 " 3' - 2 " 10 ' - 1 / 2 " 5' - 3 " 10'-3 1/2"10'-3"8'-3"8'-3"3'-6" 3'-7 1/8"4'-4 1/8" 1'-11 3/4" 2'-11"13'-2 1/4" 2' - 7 " 2' - 2 " 3' - 4 3/ 4 " 9'-1 1 " 17'- 2 1/2 " 3'-6 27/6 4 " EL. 100'- 0" V.I.F. EXIST. EL. 100'- 0" V.I.F. EXIST. 01 A403 DINING MASTER BEDROOM KITCHEN LIVING ENTRY POWDER MASTER CLOSET STOR. FIREPLACE MASTER BATH MUDROOM 100 101 102 103 104 105106 107 108 STEEL EGRESS LADDER PER 2015 IRC R310.2.3.1 STONE FIREPLACE NEW GLASS RAILING EXISTING DECK LOWERED BY 5' SLIDING GLASS DOORS TO DECK T.O. F.F. MAIN LEVEL T.O. F.F. MAIN LEVEL SETBACK OUTLINE OF ROOF ABOVE OUTLINE OF ROOF ABOVE HATCH OVER EGRESS WELL 02 A403 03 A404 04 A404 DN UP A A B B 4 4 2 2 5 5 F F 1 1 C C D D 3 3 2.6 2.6 E E PANTRY CABINETS BELOW WITH WINDOW ABOVE BARN DOOR CL CLCLCL CL CL CL CL CL CL CL CL CL CL EXTERIOR STORAGE OUTLINE OF ROOF ABOVE SETBACK BENCH N STREAM MARGIN EXEMPTIONZ4A 09.14.2018 SCALE: 1/4" = 1'-0"01 PROPOSED MAIN LEVEL PLAN 1. SITE ELEVATION 7969.8' = ARCHITECTURAL MAIN LEVEL T.O. SLAB FLOOR ELEVATION 100'-0". 2. REFER TO STRUCTURAL DOCUMENTS FOR ALL STRUCTURAL 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. 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 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. PLAN NOTES WALL KEY EXISTING WALL TO REMAIN NEW WALL DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM SCHEMATIC PACKAGEZ4A 08.02.2018 Y:\Sh a r e d \Da t a \_ Z4 Pr o j e c t s \18 2 1 11 0 8 Wa t e r s \Mo d e l \18 2 1 _11 0 8 WA T E R S _Co m b i n e d _v21 .pl n BY A303 9/13/2018 AS NOTED PROPOSED UPPER LEVEL PLAN ZO N E 4 AR C H I T E C T S IS NO T LI A B L E OR RE S P O N S I B L E AT AN Y TI M E FO R AN Y CH A N G E S TO TH E S E DR A W I N G S OR SP E C I F I C A T I O N S WI T H O U T PR I O R WR I T T E N AU T H O R I Z A T I O N . c 20 1 5 ZO N E 4 AR C H I T E C T S , LL C . TH E IN F O R M A T I O N AN D DE S I G N IN T E N T CO N T A I N E D ON TH I S DO C U M E N T IS TH E PR O P E R T Y OF ZO N E 4 AR C H I T E C T S LL C . NO PA R T OF TH I S IN F O R M A T I O N MA Y BE US E D OR CO P I E D WI T H O U T TH E PR I O R WR I T T E N PE R M I S S I O N OF ZO N E 4 AR C H I T E C T S LL C . ZO N E 4 AR C H I T E C T S LL C . SH A L L RE T A I N AL L CO M M O N LA W ST A T U T O R Y AN D AL L OT H E R RE S E R V E D RI G H T S , IN C L U D I N G CO P Y R I G H T TH E R E T O . AL L RI G H T S RE S E R V E D 11 0 8 Wa t e r s Av e As p e n , Co 81 6 1 1 NO T FO R CO N S T R U C T I O N 1 1 0 8 W A T E R S C8C6C7 C9 C11 C10 C5C4 C12C13C14 C3 C2 C1 200 A 2 A502 1 A502 01 A403 53'-1/2" V.I.F. 45 ' - 6 1/ 2 " V. I . F . 45 ' - 6 1/ 2 " V. I . F . 53'-1/2" V.I.F. 9'-11"43'-1 1/2" 5' - 5 " 24 ' - 1 0 " 15 ' - 3 1/ 2 " 5' - 5 " 24 ' - 1 0 " 15 ' - 3 1/ 2 " 9'-11"43'-1 1/2" 5' - 1 1 1/ 2 " 5' - 1 3/ 4 " 10 ' - 6 3/ 4 " 3' - 2 " 5'-4 1/4"18'-10"12'-6 3/4"3'-9"2'-7 1/2" 2' - 7 " 13 ' - 1 0 " 8' - 5 " EL. 110'- 3 1/2" V.I.F. EXIST. 02 A403 03 A404 04 A404 OPEN TO BELOW MASTER BEDROOM MASTER CLOSET MASTER BATH 201 202 200 T.O. F.F. UPPER LEVEL NEW GAS FIREPLACE NEW ENTRY ROOF A A B B 4 4 2 2 5 5 F F 1 1 C C D D 3 3 2.6 2.6 E E 8'-9 1/4"5'-0"9'-4"8'-3"8'-3"3'-6" DN 2 1/2" : 12 " SL O P E V.I.F. 4 1 / 4 " : 1 2 " S L O P E V .I. F . 3" : 12" SLOPE 3" : 12" SLOPE 4" : 12 " SL O P E 4" : 12 " S L O P E 4 1/4" : 12 " SL O P E V.I.F. 4 1/4" : 12 " SL O P E MA T C H EX I S T . NEW ROOF; SLOPE TO MATCH EXISTING EXISTING ROOF TO REMAIN NEW ROOF CL CL CL CL CL CL CL CL CL CL CLCLCLCL GAS APPLIANCE FIREPLACE N STREAM MARGIN EXEMPTIONZ4A 09.14.2018 SCALE: 1/4" = 1'-0"01 UPPER LEVEL PROPOSED 1. SITE ELEVATION 7969.8' = ARCHITECTURAL MAIN LEVEL T.O. SLAB FLOOR ELEVATION 100'-0". 2. REFER TO STRUCTURAL DOCUMENTS FOR ALL STRUCTURAL 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. 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 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. PLAN NOTES WALL KEY EXISTING WALL TO REMAIN NEW WALL DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM SCHEMATIC PACKAGEZ4A 08.02.2018 Y:\Sh a r e d \Da t a \_ Z4 Pr o j e c t s \18 2 1 11 0 8 Wa t e r s \Mo d e l \18 2 1 _11 0 8 WA T E R S _Co m b i n e d _v21 .pl n BY A304 9/13/2018 AS NOTED PROPOSED ROOF PLAN ZO N E 4 AR C H I T E C T S IS NO T LI A B L E OR RE S P O N S I B L E AT AN Y TI M E FO R AN Y CH A N G E S TO TH E S E DR A W I N G S OR SP E C I F I C A T I O N S WI T H O U T PR I O R WR I T T E N AU T H O R I Z A T I O N . c 20 1 5 ZO N E 4 AR C H I T E C T S , LL C . TH E IN F O R M A T I O N AN D DE S I G N IN T E N T CO N T A I N E D ON TH I S DO C U M E N T IS TH E PR O P E R T Y OF ZO N E 4 AR C H I T E C T S LL C . NO PA R T OF TH I S IN F O R M A T I O N MA Y BE US E D OR CO P I E D WI T H O U T TH E PR I O R WR I T T E N PE R M I S S I O N OF ZO N E 4 AR C H I T E C T S LL C . ZO N E 4 AR C H I T E C T S LL C . SH A L L RE T A I N AL L CO M M O N LA W ST A T U T O R Y AN D AL L OT H E R RE S E R V E D RI G H T S , IN C L U D I N G CO P Y R I G H T TH E R E T O . AL L RI G H T S RE S E R V E D 11 0 8 Wa t e r s Av e As p e n , Co 81 6 1 1 NO T FO R CO N S T R U C T I O N 1 1 0 8 W A T E R S 2 A502 1 A502 53'-1/2" V.I.F. 45 ' - 6 1/ 2 " V. I . F . 53'-1/2" V.I.F. 45 ' - 6 1/ 2 " V. I . F . 6'-11 1/2"2'-11 1/2"2'-7"17'-6 1/2"23'-0" 6'-11 1/2"2'-11 1/2"2'-7"17'-6 1/2"23'-0" 5' - 5 " 4' - 9 " 15 ' - 3 1/ 2 " 4' - 9 1/ 2 " 15 ' - 3 1/ 2 " 5' - 5 " 4' - 9 " 15 ' - 3 1/ 2 " 4' - 9 1/ 2 " 15 ' - 3 1/ 2 " 1'-0" V.I.F. 17'-6 1/2" 1'-0" V.I.F. 22'-0" 1'-0" V.I.F. 2' - 6 " V. I . F . 12 ' - 9 1/ 2 " 1' - 6 " V. I . F . 2' - 1 1 " 2' - 6 " V. I . F . 11 3/4" V.I.F. 1'-0" V.I.F. 2' - 6 " V. I . F . 4'-5 1/8" 12'-10 1/4"20'-7" 11 ' - 5 " 1' - 6 " V. I . F . 19'-6" 1'- 6 " 6' - 0 " OV E R H A N G 45'-1 1/4" 19'-6 1/2" 29 ' - 1 0 " 2' - 6 " V. I . F . 12 ' - 9 1/ 2 " 1' - 1 0 " V. I . F . 45'-1 1/4" 29 ' - 1 0 " 3' - 9 " 1' - 0 " 6' - 9 " 1'-6" 1'-2"5'-11 1/8" 1'-6" PROPOSED METAL ROOF PROPOSED METAL ROOF PROPOSED METAL ENTRY ROOF A A B B 4 4 2 2 5 5 F F 1 1 C C D D 3 3 2.6 2.6 E E 2 1/2" : 12 " SL O P E V.I.F. 2 1/2" : 12 " SL O P E V.I.F. 2 1/2" : 12 " SL O P E V.I.F. 4 1 / 4 " : 1 2 " S L O P E V .I. F . 3" : 12" SLOPE 3" : 12" SLOPE 4" : 12 " SL O P E 4" : 12 " S L O P E N STREAM MARGIN EXEMPTIONZ4A 09.14.2018 SCALE: 1/4" = 1'-0"01 PROPOSED ROOF PLAN 1. HEAT TAPE REQUIRED AT ALL GUTTERS , DOWNSPOUTS, VALLEYS, AND CRICKETS. DOWNSPOUT LOCATIONS TO BE V.I.F. 2. ALL GUTTERS , DOWNSPOUTS, SNOW FENCES, ETC. FINISHES TO BE APROVED BY ARCHITECT. 3. REFER TO FLOOR PLANS, ROOF PLAN, AND ELEVATIONS FOR GUTTER AND DOWNSPOUT LOCATIONS. ALL DOWNSPOUTS AND EXOPOSED GUTTERS TO BE SQUARE. 4. 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. 5. 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. 6. G.C. TO INSTALL ELECTRICAL JUNCTION BOXES AS NECESSARY FOR FUTURE HEAT TAPE. 7. G.C. TO INSTALL ANCHOR HOOKS AS NECESSARY FOR ROOF INSTALLATION AND MAINTENANCE. 8. MINIMIZE VENTING PENETRATIONS BY COMBINING PIPES WHERE POSSIBLE. ROOF PLAN NOTES WALL KEY EXISTING WALL TO REMAIN NEW WALL DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM SCHEMATIC PACKAGEZ4A 08.02.2018 Y:\Sh a r e d \Da t a \_ Z4 Pr o j e c t s \18 2 1 11 0 8 Wa t e r s \Mo d e l \18 2 1 _11 0 8 WA T E R S _Co m b i n e d _v21 .pl n BY A401 9/13/2018 AS NOTED BUILDING ELEVATIONS ZO N E 4 AR C H I T E C T S IS NO T LI A B L E OR RE S P O N S I B L E AT AN Y TI M E FO R AN Y CH A N G E S TO TH E S E DR A W I N G S OR SP E C I F I C A T I O N S WI T H O U T PR I O R WR I T T E N AU T H O R I Z A T I O N . c 20 1 5 ZO N E 4 AR C H I T E C T S , LL C . TH E IN F O R M A T I O N AN D DE S I G N IN T E N T CO N T A I N E D ON TH I S DO C U M E N T IS TH E PR O P E R T Y OF ZO N E 4 AR C H I T E C T S LL C . NO PA R T OF TH I S IN F O R M A T I O N MA Y BE US E D OR CO P I E D WI T H O U T TH E PR I O R WR I T T E N PE R M I S S I O N OF ZO N E 4 AR C H I T E C T S LL C . ZO N E 4 AR C H I T E C T S LL C . SH A L L RE T A I N AL L CO M M O N LA W ST A T U T O R Y AN D AL L OT H E R RE S E R V E D RI G H T S , IN C L U D I N G CO P Y R I G H T TH E R E T O . AL L RI G H T S RE S E R V E D 11 0 8 Wa t e r s Av e As p e n , Co 81 6 1 1 NO T FO R CO N S T R U C T I O N 1 1 0 8 W A T E R S 53'-1/2" 23'-0"17'-6 1/2"2'-7"2'-11 1/2"6'-11 1/2" 21 ' - 2 1/ 2 " 10 ' - 1 1 " 2' - 1 " 2' - 1 1 " 5' - 3 1/ 2 " EL. 110'- 3 1/2" [7980.11'] EL. 100'- 0" [7969.82'] EL. 89'- 1" [7958.9'] EL. 105'- 0" [7974.82'] EL. 102'- 1" [7971.9'] EXISTING ROOF TO REMAIN EXISTING DECK TO BE LOWERED APPROX. 5'-0" TO MATCH EXISTING MAIN LEVEL EXISTING RAILING TO BE REMOVED EXISTING BAY WINDOW AND ROOF TO BE REMOVED EXISTING DECK, RAILS, PLANTERS AND STAIRS TO BE REMOVED EXISTING BOULDER RETAINING WALL, RE: SURVEY EXISTING DECK TO REMAIN EXISTING GRADE TO REMAIN EXISTING DECK TO REMAIN PORTION OF EXISTING DECK TO BE REMOVED; RE: DEMO PLANS PORTION OF EXISTING DECK TO REMAIN T.O. F.F. UPPER LEVEL T.O. F.F. MAIN LEVEL T.O. F.F. LOWER LEVEL T.O. F.F. LIVING ROOM LEVEL T.O. F.F. ENTRY LEVEL EXISTING COLUMN 5 4 3 2.6 2 1 53'-0 1/2" 6'-11 1/2"2'-11 1/2"2'-7"17'-6 1/2"23'-0" 53'-0 1/2" 10 ' - 1 1 " 10 ' - 3 1/ 2 " 21 ' - 2 1/ 2 " EL. 110'- 3 1/2" [7980.11'] EL. 100'- 0" [7969.82'] EL. 89'- 1" [7958.9'] EL. 105'- 0" [7974.82'] EL. 102'- 1" [7971.9'] T.O. F.F. UPPER LEVEL T.O. F.F. MAIN LEVEL T.O. F.F. LOWER LEVEL T.O. F.F. LIVING ROOM LEVEL T.O. F.F. ENTRY LEVEL EXISTING ROOF TO REMAIN EXISTING ROOF AND WALLS TO BE REMOVED PORTION OF EXISTING ROOF AND BUILDING TO BE REMOVED EXISTING RAILING AND DECK TO BE REMOVED EXISTING GRADE TO REMAIN EXISTING RAILING TO BE REPLACED 1 2 2.6 3 4 5 STREAM MARGIN EXEMPTIONZ4A 09.14.2018 SCALE: 1/4" = 1'-0"01 NORTH ELEVATION EXISTING SCALE: 1/4" = 1'-0"02 SOUTH ELEVATION EXISTING DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM SCHEMATIC PACKAGEZ4A 08.02.2018 Y:\Sh a r e d \Da t a \_ Z4 Pr o j e c t s \18 2 1 11 0 8 Wa t e r s \Mo d e l \18 2 1 _11 0 8 WA T E R S _Co m b i n e d _v21 .pl n BY A402 9/13/2018 AS NOTED BUILDING ELEVATIONS ZO N E 4 AR C H I T E C T S IS NO T LI A B L E OR RE S P O N S I B L E AT AN Y TI M E FO R AN Y CH A N G E S TO TH E S E DR A W I N G S OR SP E C I F I C A T I O N S WI T H O U T PR I O R WR I T T E N AU T H O R I Z A T I O N . c 20 1 5 ZO N E 4 AR C H I T E C T S , LL C . TH E IN F O R M A T I O N AN D DE S I G N IN T E N T CO N T A I N E D ON TH I S DO C U M E N T IS TH E PR O P E R T Y OF ZO N E 4 AR C H I T E C T S LL C . NO PA R T OF TH I S IN F O R M A T I O N MA Y BE US E D OR CO P I E D WI T H O U T TH E PR I O R WR I T T E N PE R M I S S I O N OF ZO N E 4 AR C H I T E C T S LL C . ZO N E 4 AR C H I T E C T S LL C . SH A L L RE T A I N AL L CO M M O N LA W ST A T U T O R Y AN D AL L OT H E R RE S E R V E D RI G H T S , IN C L U D I N G CO P Y R I G H T TH E R E T O . AL L RI G H T S RE S E R V E D 11 0 8 Wa t e r s Av e As p e n , Co 81 6 1 1 NO T FO R CO N S T R U C T I O N 1 1 0 8 W A T E R S 45'-6 1/2" 10 ' - 1 1 " 2' - 1 " 2' - 1 1 " 5' - 3 1/ 2 " 21 ' - 2 1/ 2 " 5'-5"4'-9 1/64"15'-3 1/2"20'-1" EL. 110'- 3 1/2" [7980.11'] EL. 100'- 0" [7969.82'] EL. 89'- 1" [7958.9'] EL. 105'- 0" [7974.82'] EL. 102'- 1" [7971.9'] T.O. F.F. UPPER LEVEL T.O. F.F. MAIN LEVEL T.O. F.F. LOWER LEVEL T.O. F.F. LIVING ROOM LEVEL T.O. F.F. ENTRY LEVEL EXISTING GRADE BEYOND EXISTING GRADE EXISTING DECK TO REMAIN EXISTING ROOF TO REMAIN EXISTING DECK TO BE LOWERED APPROX. 5'-0" TO MATCH EXISTING MAIN LEVEL EXISTING RAILING TO BE REMOVED EXISTING DECK TO BE REMOVED EXISTING DECK AND RAILING TO BE REMOVED EXISTING ROOF TO REMAIN EXISTING DECK, RAILS, PLANTERS AND STAIR TO BE REMOVED F D C AE 15'-3 1/2"4'-9 1/2"15'-3 1/2"4'-9"5'-5" 45'-6 1/2" 21 ' - 2 1/ 2 " 10 ' - 1 1 " 2' - 1 " 2' - 1 1 " 5' - 3 1/ 2 " EL. 110'- 3 1/2" [7980.11'] EL. 100'- 0" [7969.82'] EL. 89'- 1" [7958.9'] EL. 105'- 0" [7974.82'] EL. 102'- 1" [7971.9'] T.O. F.F. UPPER LEVEL T.O. F.F. MAIN LEVEL T.O. F.F. LOWER LEVEL T.O. F.F. LIVING ROOM LEVEL T.O. F.F. ENTRY LEVEL EXISTING ROOF TO REMAIN EXISTING ROOF TO REMAIN PORTION OF EXISTING BUILDING TO BE REMOVED EXISTING RAILING, DECK AND STAIRS TO BE REMOVED EXISTING DITCH. RE: SURVEY EXISTING GRADE TO REMAIN EXISTING RAILING TO BE REPLACED EXISTING GRADE TO REMAIN A B C D FE STREAM MARGIN EXEMPTIONZ4A 09.14.2018 SCALE: 1/4" = 1'-0"03 EAST ELEVATION EXISTING SCALE: 1/4" = 1'-0"04 WEST ELEVATION EXISTING DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM SCHEMATIC PACKAGEZ4A 08.02.2018 Y:\Sh a r e d \Da t a \_ Z4 Pr o j e c t s \18 2 1 11 0 8 Wa t e r s \Mo d e l \18 2 1 _11 0 8 WA T E R S _Co m b i n e d _v21 .pl n BY A403 9/13/2018 AS NOTED PROPOSED ELEVATIONS ZO N E 4 AR C H I T E C T S IS NO T LI A B L E OR RE S P O N S I B L E AT AN Y TI M E FO R AN Y CH A N G E S TO TH E S E DR A W I N G S OR SP E C I F I C A T I O N S WI T H O U T PR I O R WR I T T E N AU T H O R I Z A T I O N . c 20 1 5 ZO N E 4 AR C H I T E C T S , LL C . TH E IN F O R M A T I O N AN D DE S I G N IN T E N T CO N T A I N E D ON TH I S DO C U M E N T IS TH E PR O P E R T Y OF ZO N E 4 AR C H I T E C T S LL C . NO PA R T OF TH I S IN F O R M A T I O N MA Y BE US E D OR CO P I E D WI T H O U T TH E PR I O R WR I T T E N PE R M I S S I O N OF ZO N E 4 AR C H I T E C T S LL C . ZO N E 4 AR C H I T E C T S LL C . SH A L L RE T A I N AL L CO M M O N LA W ST A T U T O R Y AN D AL L OT H E R RE S E R V E D RI G H T S , IN C L U D I N G CO P Y R I G H T TH E R E T O . AL L RI G H T S RE S E R V E D 11 0 8 Wa t e r s Av e As p e n , Co 81 6 1 1 NO T FO R CO N S T R U C T I O N 1 1 0 8 W A T E R S 6'-11 1/2"2'-11 1/2"2'-7"17'-6 1/2"23'-0" 53'-1/2" 10 ' - 1 1 " 10 ' - 3 1/ 2 " 21 ' - 2 1/ 2 " 8' - 0 " 10 ' - 0 " EL. 110'- 3 1/2" [7980.11'] EL. 100'- 0" [7969.82'] EL. 89'- 1" [7958.9'] T.O. F.F. UPPER LEVEL T.O. F.F. MAIN LEVEL T.O. F.F. LOWER LEVEL NEW RAFTER TAILS, TYP. PROPOSED METAL ROOF. G.C. TO PROVIDE MOCK UP FOR OWNER APPROVAL PROPOSED STONE SIDING. G.C. TO PROVIDE MOCK UP FOR OWNER APPROVAL NEW RAILING BEYOND PROPOSED METAL ROOF. G.C. TO PROVIDE MOCK UP FOR OWNER APPROVAL. PROPOSED METAL ROOF. G.C. TO PROVIDE MOCK UP FOR OWNER APPROVAL PROPOSED ADDITION TO EXISTING BUILDING TO WEST OF GRID LINE 1. WOOD COLUMNS EXISTING GRADE PROPOSED ENTRY ROOF. 1 2 2.6 3 4 5 21 ' - 2 1/ 2 " 10 ' - 1 1 " 10 ' - 3 1/ 2 " 53'-1/2" 23'-0"17'-6 1/2"2'-7"2'-11 1/2"6'-11 1/2" 4' - 1 1/ 4 " EL. 110'- 3 1/2" [7980.11'] EL. 100'- 0" [7969.82'] EL. 89'- 1" [7958.9'] T.O. F.F. UPPER LEVEL T.O. F.F. MAIN LEVEL T.O. F.F. LOWER LEVEL EXISTING GRADE TO REMAIN EXISTING DECK TO REMAIN LOWERED DECK AND NEW GLASS RAILING STONE SIDING. G.C. TO PROVIDE MOCK UP FOR OWNER APPROVAL. PROPOSED METAL ROOF. G.C. TO PROVIDE MOCK UP FOR OWNER APPROVAL GLASS RAIL TO REPLACE EXISTING RAILING PROPOSED METAL ROOF. G.C. TO PROVIDE MOCK UP FOR OWNER APPROVAL EGRESS WINDOW. SILL LOCATED 44" MAX A.F.F. 5 4 3 2.6 2 1 STREAM MARGIN EXEMPTIONZ4A 09.14.2018 SCALE: 1/4" = 1'-0"02 SOUTH ELEVATION PROPOSED SCALE: 1/4" = 1'-0"01 NORTH ELEVATION PROPOSED DATE Date: Scale: Drawn by: REVISIONS Z4A WWW.ZONE4ARCHITECTS.COM SCHEMATIC PACKAGEZ4A 08.02.2018 Y:\Sh a r e d \Da t a \_ Z4 Pr o j e c t s \18 2 1 11 0 8 Wa t e r s \Mo d e l \18 2 1 _11 0 8 WA T E R S _Co m b i n e d _v21 .pl n BY A404 9/13/2018 AS NOTED PROPOSED ELEVATIONS ZO N E 4 AR C H I T E C T S IS NO T LI A B L E OR RE S P O N S I B L E AT AN Y TI M E FO R AN Y CH A N G E S TO TH E S E DR A W I N G S OR SP E C I F I C A T I O N S WI T H O U T PR I O R WR I T T E N AU T H O R I Z A T I O N . c 20 1 5 ZO N E 4 AR C H I T E C T S , LL C . TH E IN F O R M A T I O N AN D DE S I G N IN T E N T CO N T A I N E D ON TH I S DO C U M E N T IS TH E PR O P E R T Y OF ZO N E 4 AR C H I T E C T S LL C . NO PA R T OF TH I S IN F O R M A T I O N MA Y BE US E D OR CO P I E D WI T H O U T TH E PR I O R WR I T T E N PE R M I S S I O N OF ZO N E 4 AR C H I T E C T S LL C . ZO N E 4 AR C H I T E C T S LL C . SH A L L RE T A I N AL L CO M M O N LA W ST A T U T O R Y AN D AL L OT H E R RE S E R V E D RI G H T S , IN C L U D I N G CO P Y R I G H T TH E R E T O . AL L RI G H T S RE S E R V E D 11 0 8 Wa t e r s Av e As p e n , Co 81 6 1 1 NO T FO R CO N S T R U C T I O N 1 1 0 8 W A T E R S 45'-6 1/2" 21 ' - 2 1/ 2 " 10 ' - 1 1 " 10 ' - 3 1/ 2 " 5'-5"4'-9 1/64"15'-3 1/2"20'-1" EL. 110'- 3 1/2" [7980.11'] EL. 100'- 0" [7969.82'] EL. 89'- 1" [7958.9'] T.O. F.F. UPPER LEVEL T.O. F.F. MAIN LEVEL T.O. F.F. LOWER LEVEL NEW RAIL BEYOND EXISTING GRADE BEYOND EXISTING GRADE CHIMNEY CAP TO MEET CLEARANCE REQUIREMENTS OF 2015 IRC R1001.1 TABLE R1001.1 NEW RAFTER TAILS, TYP. NEW RAILING NEW ENTRY ROOF BEYOND PROPOSED STONE SIDING EXISTING DECK TO REMAIN PROPOSED METAL SIDING. G.C. TO PROVIDE MOCK UP FOR OWNER APPROVAL. WOOD COLUMN PROPOSED METAL SIDING. G.C. TO PROVIDE MOCK UP FOR OWNER APPROVAL. PLANTER AT EXISTING GRADE BEYOND PROPOSED METAL ROOF. G.C. TO PROVIDE MOCK UP FOR OWNER APPROVAL. LOWERED EXISTING DECK F D C AE EGRESS WELL BEYOND 15'-3 1/2"4'-9 1/2"15'-3 1/2"4'-9"5'-5" 21 ' - 2 1/ 2 " 10 ' - 1 1 " 10 ' - 3 1/ 2 " 45'-6 1/2" EL. 110'- 3 1/2" [7980.11'] EL. 100'- 0" [7969.82'] EL. 89'- 1" [7958.9'] T.O. F.F. UPPER LEVEL T.O. F.F. MAIN LEVEL T.O. F.F. LOWER LEVEL NEW RAFTER TAILS, TYP. PROPOSED METAL ROOF. G.C. TO PROVIDE MOCK UP FOR OWNER APPROVAL. PROPOSED METAL ROOF. G.C. TO PROVIDE MOCK UP FOR OWNER APPROVAL. NEW WOOD COLUMN PROPOSED METAL ENTRY ROOF. EXTERIOR STORAGE PROPOSED WOOD SIDING. G.C. TO PROVIDE MOCK UP FOR OWNER APPROVAL. PROPOSED STONE SIDING. G.C. TO PROVIDE MOCK UP FOR OWNER APPROVAL. PROPOSED WOOD SIDING. G.C. TO PROVIDE MOCK UP FOR OWNER APPROVAL. EXISTING GRADE TO REMAIN NEW GLASS RAILING EXISTING GRADE TO REMAIN EXISTING DITCH. RE: SURVEY A B C D FE STREAM MARGIN EXEMPTIONZ4A 09.14.2018 SCALE: 1/4" = 1'-0"03 EAST ELEVATION PROPOSED SCALE: 1/4" = 1'-0"04 WEST ELEVATION PROPOSED W A T E R S R E S I D E N C E 0 8 . 2 2 . 2 0 1 8 DESIGN STUDIES C A B D E E A D TO BE REMOVED LEGEND TO REMAIN TO BE MOVED DOWN APPROX. 5'-0" | DECK DIAGRAMS PROPOSED DECKS AND RAILINGS DECK "A" MOVED DOWN 5' FROM EXISTING DECK "B" REMOVED DECK "C" REMOVED DECK "D" MINIMIZED ON RIVER FACING SIDE DECK "E" TO REMAIN EXISTING DECKS AND RAILINGS ALL EXISTING RAILINGS TO BE REMOVED AND REPLACED WITH MORE TRANSPARENT RAIL PROPOSEDEXISTING W A T E R S R E S I D E N C E 0 8 . 2 2 . 2 0 1 8 DESIGN STUDIES| EXISTING ENTRY PERSPECTIVE W A T E R S R E S I D E N C E 0 8 . 2 2 . 2 0 1 8 DESIGN STUDIES| PROPOSED ENTRY PERSPECTIVE W A T E R S R E S I D E N C E 0 8 . 2 2 . 2 0 1 8 DESIGN STUDIES| EXISTING RIVER PERSPECTIVE W A T E R S R E S I D E N C E 0 8 . 2 2 . 2 0 1 8 DESIGN STUDIES| PROPOSED RIVER PERSPECTIVE W A T E R S R E S I D E N C E 0 8 . 2 2 . 2 0 1 8 DESIGN STUDIES| EXISTING RIVER PERSPECTIVE W A T E R S R E S I D E N C E 0 8 . 2 2 . 2 0 1 8 DESIGN STUDIES| PROPOSED RIVER PERSPECTIVE W A T E R S R E S I D E N C E 0 8 . 2 2 . 2 0 1 8 DESIGN STUDIES| EXISTING WEST VIEW W A T E R S R E S I D E N C E 0 8 . 2 2 . 2 0 1 8 DESIGN STUDIES| PROPOSED WEST VIEW