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HomeMy WebLinkAboutPermit Plan Set.312 W Hyman AveSHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 1 A001 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Cover Sheet 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 SHEET INDEX A001 V1 V2 C.001 C.002 C.003 C.004 C.005 C.006 C.007 C.008 C.009 C.010 C.011 C.012 C.013 L.2.001 L.2.002 S 0.0 S 1.0 S 1.1 S 1.2 S 2.0 S 2.1 Z001 Z002 Z003 Z004 Z005 Z006 Z008 A101 A103 A104 A105 A106 A107 A108 A200 A201 A203 A204 A211 A220 A300 A301 A500 A501 A600 A601 A700 A900 A901 E100 E101 ID 101 ID 102 Cover Sheet Improvement Survey Topographic Survey Plat Title Existing Conditions Demolition Plan Grading Plan Basins Subbasins Drainage Layout Drainage Profiles Utility Plan Erosion Control Details Engineering & Drainage Report Engineering & Drainage Report Tree Removal and Mitigation Proposed Landscape Plan General Notes and Typical Details Foundation Plan Upper Level & Garage Roof Framing Plans Roof Framing Plan Details Details Floor Area Calculations Floor Area Calculations Height Measurements Wall Demolition Calculations Site Coverage Zoning Summary Forestry Site Coverage Architectural Site Plan Main Level Proposed Plan Second Level Proposed Plan Roof Plan Proposed Main Level Existing Plan Second Level Existing Plan Roof Plan Existing Elevations Proposed Elevations Proposed Existing Elevations Existing Elevations Garage Elevations Elevations Preservation Plan Transverse Sections Longitudinal Sections Schedules Schedules Assemblies Assemblies- Skylights HP HPO Materials Precedent Studies Relationship to Neighborhood Electrical Narrative Electrical Cut Sheets Living room perspective Main Bedroom New 3 Relationship to the Neighborhood A001 A.F.F. ADJ. ALT. A.B. & ARCH. @ BM. BM. PKT. BRG. BLK'G. BOT. B.F. BLDG. B.O. CAB. CLG. CL. C.T. CLR. COL. CONC. CONN. CONT. DTL. DBL. DWL. E.W. ELEV. OR EL. EXIST'G EXT. F.F. F.D. FLR. FTG. FND. GA. G.L. G.W.B. G.S. HB. HT. HK. HORIZ. HYD. ABOVE FINISH FLOOR ADJUSTABLE ALTERNATE ANCHOR BOLTS AND ARCHITECTURAL AT BEAM BEAM POCKET BEARING BLOCKING BOTTOM BOTTOM OF FOOTING BUILDING BY OWNER CABINET CEILING CENTER LINE CERAMIC TILE CLEAR COLUMN CONCRETE CONNECTION CONTINUOUS DETAIL DOUBLE DOWEL EACH WAY ELEVATION EXISTING EXTERIOR FINISHED FLOOR FLOOR DRAIN FLOOR FOOTING FOUNDATION GAUGE GLU-LAM GYPSUM WALL BOARD GAS STUB HOSE BIB HEIGHT HOOK HORIZONTAL HYDRANT INFO. INSUL. JST. L.L. LONGINT. N.I.C. O.C. OPP. O/ PTD. PERF. PL. PLY. PROP. LINE REINF. RDWD. REQ'D. RESIL. REV. S.M. SIM. S.F. OR SQ. FT. STD. STL. STDS. THK. TLT. T.F. T.P. T.L. T.W. TOT. T.B. TRANSV. TYP. U.N.O. V.I.F. VERT. V.W.C. W.C. W.H. W.P. W.R. WIN. W/ WD. INFORMATION INSULATION JOIST LIVE LOAD LONGITUDINAL NOT IN CONTRACT ON CENTER OPPOSITE OVER PAINTED PERFORATED PLATE PLYWOOD PROPERTY LINE REINFORCEMENT REDWOOD REQUIRED RESILIENT REVISED SHEET METAL SIMILAR SQUARE FEET STANDARD STEEL STUDS THICK TOILET TOP OF FOOTING TOP OF PLATE TOP OF LEDGE TOP OF WALL TOTAL TOWEL BAR TRANSVERSE TYPICAL UNLESS NOTED OTHERWISE VERIFY IN FIELD VERTICAL VINYL WALL COVERING WATER CLOSET WATER HEATER WATERPROOF WATER RESISTANT WINDOW WITH WOOD 312 W Hyman Ave Powder Day Skiiing, LLC, David A Tarrab Mees 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen PROJECT: Renovation, Energy Upgrades and Historic Preservation ADDRESS: 312 W Hyman Ave, Aspen, CO 81611 COUNTY: Pitkin County PARCEL NUMBER: 73512464006 PROJECT DESCRIPTION: Interior Renovation and Energy Upgrades, IECC Compliance ZONING: R6 Medium Density Residential CONSTRUCTION TYPE: VB OCCUPANCY GROUP: RESIDENTIAL FIRE PROTECTION: Non-sprinklered NUMBER OF STORIES: TWO ELEVATION 100= 7901.36' SITE RS6 = 6000 SF 1. CONTRACTOR TO COMPLY WITH CODES, LAWS, ORDINANCES, RULES, AND REGULATIONS OF PUBLIC AUTHORITIES GOVERNING THE WORK. 2. CONTRACTOR TO REVIEW DOCUMENTS, VERIFY DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK IS BUILDABLE AS SHOWN. CONTRACTOR TO REPORT ANY CONFLICTS OR OMISSIONS TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMING ANY WORK IN QUESTION. 3. FOR SUBSTITUTIONS, REFER TO THE SPECIFICATIONS. 4. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS, GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GRADES AND CONDITIONS AT SITE PRIOR TO COMMENCING THE WORK. 5. MAINTAIN DIMENSIONS MARKED 'CLEAR'. ALLOW FOR THICKNESS OF FINISHES. 6. CEILING HEIGHT DIMENSIONS ARE TO FINISHED SURFACES. 7. CONTRACTOR TO COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR CEILINGS. 8. EXCEPT WHERE SHOWN IN DIMENSIONAL DETAIL, THE LOCATIONS OF PLUMBING, MECHANICAL EQUIPMENT, DUCTS, PIPING AND FITTINGS ARE ONLY APPROXIMATE. THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR, SUBJECT TO APPROVAL BY THE ARCHITECT. 9. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BLOCKING, AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, TOILET ROOM ACCESSORIES, FIXTURES AND PARTITIONS AND ALL WALL MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL OR MISCELLANEOUS EQUIPMENT AND FURNISHINGS. 10. ALL WORK PERFORMED SHALL COMPLY WITH THE CONTRACT DOCUMENTS, DRAWINGS, SPECIFICATIONS, AND GEOTECHNICAL INVESTIGATION AND PAVEMENT RECOMMENDATIONS. 11. SPECIFICATIONS, BOUND SEPARATELY, ARE PART OF THE CONTRACT DOCUMENTS. 12. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS. IF CONFLICT IS FOUND BETWEEN DRAWINGS, GENERAL NOTES AND SPECIFICATIONS, CONSULT THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 13. THE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF STRUCTURAL, MECHANICAL AND ELECTRICAL WORK. SHOULD THERE BE A DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE CONSULTING ENGINEERS' DRAWINGS THAT WOULD CAUSE AN AWKWARD INSTALLATION, IT SHALL BE BROUGHT TO THE ARCHITECT'S AND ENGINEERS' ATTENTION FOR CLARIFICATION PRIOR TO THE INSTALLATION OF SAID WORK. 14. GENERAL NOTES ARE NOT A SUBSTITUTE NOR A REPLACEMENT FOR THE PROJECT SPECIFICATIONS. THESE NOTES ARE INTENDED AS A GUIDE TO THE DESIGN AND/OR CONSTRUCTION REQUIREMENTS ESTABLISHED FOR THIS PROJECT. 15. NO CONTRACTOR SHOULD ATTEMPT TO BID OR CONSTRUCT ANY PORTION OF THE WORK WITHOUT CONSULTING THE PROJECT SPECIFICATIONS. 16. THE CONTRACTOR SHALL COORDINATE THE INTENT OF THE GENERAL NOTES WITH ALL TRADES Snow-load: TBC PSF, Up to 8000' Elevation, Elevation is 7901.36' 100' as per Civil = 7901.36' Roof Duration = 1.0 Seismic Design Category = B or C, as per Figure R301.2 (2) As per soil design category Weathering probability for Concrete = Severe Termite Infestation Probability = None to slight Wind Speed = 115 mph (ultimate design) Wind Exposure = B or C, Section R301.2.1.4 Frost Depth = 36", TBC (up to 8000' Elevation) Air Freezing Index = TBC° F Days – Up to 8000 ft. elevation Ice Barrier Underlayment = Required Mean Annual Temp = variable Insulation = as per Minimum R-Values per 2009 IECC, Table 402.1.1, Client chooses to utilize stricter minimums as per 2018 IECC for thermal comfort and energy efficiency. As per State House Bill 09-1091, CO alarms are required within 15 feet of all sleeping rooms BUILDING Currently Adopted Codes. The client will conform with currently adopted IECC (Assemblies and Fenestration) and the updated land use code for Energy Efficiency on Earth Day 2020. Project summary as per Land Use Code: 1. The historic building and the site remains key elements of the property and the new development does not compromise the visual integrity of the historic property; and 2. The new construction is reflective of the proportional patterns found in the historic building's forms, materials and openings, or the work removes later alterations and restores the historic building to its appearance during its period of significance; and 3.The project is compatible with the character of the neighborhood in which it is located; and 4. Historic outbuildings site and landscape features are retained and stabilized and restored, as appropriate. The project conforms to City of Aspen Chapter 26: Title 26- Land Use Regulations Part 400- Development Permit as of Right Part 500- Supplementary Regulations SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 2 V1 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Improvement Survey 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 (S75°1 1 ' 0 9 " E 6 0 . 0 0 ' ) S75°14 ' 5 8 " E 5 8 . 5 9 ' E E E G (N 1 4 ° 5 0 ' 4 9 " E 1 0 0 . 0 0 ' ) N1 5 ° 0 5 ' 1 2 " E 9 9 . 9 0 ' S 1 4 ° 5 0 ' 4 9 " W 1 0 0 . 0 0 ' N75°09 ' 1 1 " W 6 0 . 0 0 ' BASIS O F B E A R I N G S FOUND NO. 5 REBAR FOUND NO. 5 REBAR FOUND NO. 5 REBAR SET FOUND NO. 5 REBAR & 1-1/4" ORANGE PLASTIC CAP PROP CORNER TNC PLS38215 (20.90' W I D E ) GRAVE L A L L E Y ALLEY - B L O C K 4 6 LOT P LOT Q LOT O LOT N LOT R LOT S W. HY M A N A V E N U E (74.80' W I D E P U B L I C ) SE CORNER BLOCK 46 FOUND REBAR & 1-1/2" ALUMINUM CAP (NO STAMPING) N75°09 ' 1 1 " W 5 9 . 9 2 ' (60.00' ) 33.4' 4.0' 4.9' 8.3' 5.5' 11.5' 0.7' 0.7' 2 . 2 ' 0.8' 0.7' 0.7' 0 . 8 ' 2 . 2 ' 9 . 2 ' 0 . 8 ' 0 . 8 ' 3 8 . 4 ' 2 1 . 2 ' 7 . 2 ' 11.1'( T I E ) 19 . 8 ' ( T I E ) 0.8' 2.4' (TIE) 13 . 4 ' 5.5' APPARENT ENCROACHMENT DRIVEWAY & WOOD RETAINING GRAVEL DRIVEWAY W O O D R E T A I N I N G W O O D R E T A I N I N G APPARENT ENCROACHMENT R.R.TIE WALL CONCRETE APRO N UPPER DECK STEPS FLAGSTONE PATIO SI D E W A L K 2 - STORY FRAME HOUSE 312 WEST HYMAN AVENUE 5976± SQ.FT. NE I G H B O R I N G R E S I D E N C E CONCR E T E C U R B & G U T T E R PAVED R O A D W A Y MAILB O X 4.4' APPARENT ENCROACHMENT WOOD RETAINING ELECTRIC PEDESTAL CATV PEDESTAL TELEPHONE PEDESTAL GAS METER ELECTRICAL METER G LEGEND E SURVEYOR'S CERTIFICATION SURVEY NOTES: LOTS P & Q - BLOCK 46, CITY AND TOWNSITE OF ASPEN SECTION 12, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH PM COUNTY OF PITKIN, STATE OF COLORADO IMPROVEMENT SURVEY PLAT TRUE NORTH COLORADO LLC. A LAND SURVEYING AND MAPPING COMPANY PO BOX 614 - 529 S. WILD HORSE DRIVE NEW CASTLE, COLORADO 81647 (970) 984-0474 www.truenorthcolorado.com PROJECT NO: 2019-104 DATE: JANUARY 18, 2019 DRAWN RPK SURVEYED LDV SHEET 1 OF 1 TRUENORTH A LAND SURVEYING AND MAPPING COMPANY 8'4'16' SCALE: 1" = 8' N PROPERTY DESCRIPTION:0 SCHEDULE B PART II TITLE EXCEPTIONS: SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 3 V2 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Topographic Survey Plat 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 L M K F G H I B C D E (S7 5 ° 1 1 ' 0 9 " E 6 0 . 0 0 ' ) S7 5 ° 1 4 ' 5 8 " E 5 8 . 5 9 ' E EG (N 1 4 ° 5 0 ' 4 9 " E 1 0 0 . 0 0 ' ) N 1 5 ° 0 5 ' 1 2 " E 99 . 9 0 ' S 1 4 ° 5 0 ' 4 9 " W 1 0 0 . 0 0 ' N75 ° 0 9 ' 1 1 " W 6 0 . 0 0 ' BA S I S O F B E A R I N G S FOUND N O . 5 R E B A R FOUND N O . 5 R E B A R FOUND N O . 5 R E B A R SITE BEN C H M A R K SET FOU N D N O . 5 R E B A R & 1-1/4" OR A N G E P L A S T I C C A P PROP CO R N E R T N C P L S 3 8 2 1 5 ELEVATI O N : 7 9 0 0 . 8 4 (20. 9 0 ' W I D E ) GR A V E L A L L E Y ALL E Y BL O C K 4 6 LO T P LO T Q LO T O LO T N LO T R LO T S W. H Y M A N A V E N U E (74. 8 0 ' W I D E P U B L I C ) SE CORN E R BLOCK 4 6 FOUND R E B A R & 1 - 1 / 2 " ALUMINU M C A P (NO STA M P I N G ) N75 ° 0 9 ' 1 1 " W 5 9 . 9 2 ' (60. 0 0 ' ) 33.4' 4.0' 4.9' 8.3' 5.5'11.5'0.7' 0.7' 2. 2 ' 0.8' 0.7' 0.7' 0. 8 ' 2. 2 ' 9. 2 ' 0. 8 ' 0. 8 ' 38 . 4 ' 21 . 2 ' 7. 2 ' 11. 1 ' ( T I E ) 19 . 8 ' ( T I E ) 0.8'2.4' (TIE ) 13 . 4 ' 5.5' APPAREN TENCROA C H M E N TDRIVEWA Y & WOOD R E T A I N I N G GRAVEL DRIVEWA Y WO O D R E T A I N I N G WO O D R E T A I N I N G APPARE N T ENCROA C H M E N T R.R. TIE WALL CONCRETE APRON UPPER DECK STEPS FLAGSTO N E PATIO SID E W A L K 2 - STOR Y FRAME H O U S E & GARAGE312 WES T H Y M A N A V E N U E 0.137± A C R E S5976± SQ . F T . NE I G H B O R I N G R E S I D E N C E CO N C R E T E C U R B & G U T T E R PAV E D R O A D W A Y MAI L B O X 4.4' APPARE N T ENCROA C H M E N T WOOD R E T A I N I N G OS W N6 7 ° 5 3 ' 3 3 " W 1 2 3 7 . 0 4 ' ( T I E ) CITY OF A S P E N GPS MO N U M E N T # 7 CITY OF A S P E N GPS MO N U M E N T # 6 ELEVATI O N : 7 8 9 3 . 6 1 S86°19 ' 5 1 " E 8 1 8 . 1 0 ' ( T I E ) 1 2 3 4 5 678 9 10 11 121314 15 16 GARAGE 7901.31 FFE 7901.36 FFE 7901.33 SO U T H 2 n d S T R E E T (7 4 . 6 2 ' W I D E P U B L I C ) 79 0 4 7903 790 2 79017901 7901 79 0 1 79 0 2 7902 7 9 0 3 7 9 0 3 7 9 0 4 10' R E A R S E T B A C K - P R I N C I P A L B U I L D I N G 5' R E A R S E T B A C K - P R I N C I P A L B U I L D I N G U S E D A S G A R A G E & A C C E S S O R Y B U I L D I N G 5' M I N I M U M S I D E S E T B A C K 5' M I N I M U M S I D E S E T B A C K 10' F R O N T S E T B A C K PRI N C I P A L B U I L D I N G 15' F R O N T S E T B A C K AC C E S S O R Y B U I L D I N G ELECTRIC PEDESTAL CATV PEDESTAL O S W WATER SHUTOFF WATER LINE SEWER LINE TELEPHONE LINE GAS LINE CATV LINE UNDERGROUND ELECTRIC LINE TELEPHONE PEDESTAL GAS METER ELECTRICAL METER G LEGEND E SURVEYOR'S CERTIFICATION I, RODNEY P. KISER, HEREBY CERTIFY TO HENRY LAMBERT & CAREY BOND THAT THIS IS AN "IMPROVEMENT SURVEY PLAT" AS DEFINED BY C.R.S.38-51-102(9) AND THAT IT IS A MONUMENTED LAND SURVEY PERFORMED UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE SHOWING THE LOCATION OF ALL STRUCTURES, VISIBLE UTILITIES, FENCES, HEDGES, OR WALLS SITUATED ON THE DESCRIBED PARCEL AND WITHIN FIVE FEET OF ALL BOUNDARIES OF SUCH PARCEL, ANY CONFLICTING BOUNDARY EVIDENCE OR VISIBLE ENCROACHMENTS, AND ALL EASEMENTS, UNDERGROUND UTILITIES, AND TUNNELS DESCRIBED IN THE ATTORNEYS TITLE INSURANCE AGENCY OF ASPEN, LLC COMMITMENT FOR TITLE INSURANCE COMMITMENT NO. 18003943, OR OTHER SOURCES AS SPECIFIED ON THE IMPROVEMENT SURVEY PLAT. LINEAR ERROR OF CLOSURE IS LEES THAN 1:15,000. RODNEY P. KISER LICENSED PROFESSIONAL LAND SURVEYOR COLORADO REGISTRATION NO. 38215 SURVEY NOTES: 1. BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N75°09'11"W BETWEEN A FOUND NO. 5 REBARS AS SHOWN HEREON. 2. DATE OF FIELD SURVEY: JANUARY 15, 2019 AND JANUARY 25, 2019. AT THE TIME OF THE FIELD SURVEY THERE WAS 4"+ OF SNOW ON THE GROUND. 3. LINEAR UNITS USED TO PERFORM THIS SURVEY WERE U.S. SURVEY FEET. 4. THIS SURVEY IS BASED ON THE OFFICIAL MAP OF THE CITY OF ASPEN DATED DECEMBER 18, 1959 AS RECEPTION NO. 109043, THE PLAT OF RESUBDIVIDED LOTS K, L, M, N, O, BLOCK 46 RECORDED JANUARY 15, 1982 IN PLAT BOOK 12 AT PAGE 54 AND CORNERS FOUND IN PLACE AS SHOWN HEREON. 5. THIS IMPROVEMENT SURVEY PLAT DOES NOT CONSTITUTE A TITLE SEARCH BY TRUE NORTH COLORADO, LLC, FOR ALL INFORMATION REGARDING EASEMENT, RIGHTS-OF-WAY AND/OR TITLE OF RECORD, TRUE NORTH COLORADO, LLC. RELIED UPON TITLE COMMITMENT NO. 18003943 ISSUED BY ATTORNEYS TITLE INSURANCE AGENCY OF ASPEN, LLC, EFFECTIVE DATE: JANUARY 22, 2019. 6. BEARINGS AND DISTANCES SHOWN HEREON ARE BASED ON FIELD MEASUREMENTS. BEARINGS AND DISTANCES SHOWN IN PARENTHESIS ARE OF RECORD SHOWN ON THE OFFICIAL MAP OF THE CITY OF ASPEN DATED NOVEMBER 16, 1959. 7. THE SUBJECT PROPERTY LIES WITHIN FLOOD ZONE X WHICH ARE AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOOD PLAIN) ACCORDING TO FEMA FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 08097C0203C WITH AN EFFECTIVE DATE OF JUNE 4, 1987. 8. THERE ARE NO NATURAL HAZARDS THAT EXIST ON THE SUBJECT PROPERTY. 9. NATURAL SLOPES ARE BETWEEN 0% TO 15% OVER THE ENTIRE SITE. 10. BASED ON 1958 CITY OF ASPEN TOPOGRAPHY THE SUBJECT PROPERTY DOES NOT APPEAR TO BE MANIPULATED FROM HISTORIC GRADE. LOTS P & Q - BLOCK 46, CITY AND TOWNSITE OF ASPEN SECTION 12, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH PM COUNTY OF PITKIN, STATE OF COLORADO IMPROVEMENT & TOPOGRAPHICSURVEY PLAT YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL TRUE NORTH COLORADO LLC. A LAND SURVEYING AND MAPPING COMPANY PO BOX 614 - 529 S. WILD HORSE DRIVE NEW CASTLE, COLORADO 81647 (970) 984-0474 www.truenorthcolorado.com PROJECT NO: 2019-115 DATE: FEBRUARY 1, 2019 RPK LDV 1 OF 1 TRUE NORTH COLORADO A LAND SURVEYING AND MAPPING COMPANY HENRY LAMBERT & CAREY BOND IMPROVEMENT & TOPOGRAPHIC SURVEY PLAT LOTS P & Q - BLOCK 46 CITY OF ASPEN COUNTY OF PITKIN - STATE OF COLORADO 8'4'16' SCALE: 1" = 8' N 0 TREE TYPE SIZE DRIP TREE CHART 1 2 30"40' 16"32' CONIFEROUS CONIFEROUS 3 22"32'CONIFEROUS 4 20"30' 5 6 6"12' 7 8" 8 16'9 10 40"40'CONIFEROUS11 12 ASPEN 13 ASPEN 14 ASPEN 15 ASPEN 16 16"32'ASPEN CONIFEROUS 24"30'CONIFEROUS ASPEN ASPEN ASPEN 16' 16' 8" 8"ASPEN 16"32'ASPEN 8"16' 6"12' 8"16' 8"16' ZONING: CITY OF ASPEN LAND USE CODE: R-6 SETBACKS FRONT YARD: PRINCIPAL BUILDINGS: 10 FEET ACCESSORY BUILDINGS: 15 FEET REAR YARD: PRINCIPAL BUILDINGS: 10 FEET PRINCIPAL BUILDING USED SOLELY AS GARAGE: 5 FEET ACCESSORY BUILDINGS: 5 FEET SIDE YARD: MINIMUM: 5 FEET 10 FEET, PLUS 1 FOOT FOR EACH ADDITIONAL 300 SQUARE FEET OF GROSS LOT AREA, TO A MAXIMUM OF 15 FEET OF TOTAL SIDE YARD SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 4 C.001 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Title 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 D D 79 0 2 79 0 2 7902 79 0 3 79 0 1 790 2 7901 7902 79 0 3 79 0 4 79 0 2 7901 312 West Hyman Residence Spa 312 West Hyman Garage Alley (Gravel ) West H y m a n A v e n u e (Asphal t ) Design Notes 1.The design is based on the best available information. This includes but is not limited to site conditions, features and structures, and topographical information. Crystal River Civil is assuming no responsibility for the accuracy of site information. 2.If any discrepancies or inaccurate information is found within Crystal River Civils' documents, the affected work should be temporarily put on hold. Contact CRC to verify a solution and hold all work until the necessary alterations have been made. 3.No field changes are to occur without written approval of the engineer. If changes are requested and approved, Crystal River Civil will review the change and respond accordingly. Construction Notes 1.All work completed on this project must meet standards set by the project's jurisdictions. This includes but is not limited to HOA standards, city/town standards, county standards, and/or state standards. 2.The contractor is required to have a copy of current and approved construction plans. Any standards and specifications necessary for the work must be on site for the duration of the project as well. 3.All work must be completed to horizontal and vertical information shown on the plans. If any changes have occurred, Crystal River Civil must verify the alterations prior to receiving approval of completion. 4.Construction staking of horizontal and vertical layout is the responsibility of the Contractor. If additional documents, site visits for verification, or alterations are necessary, Crystal River Civil can be hired for construction administration for additional services. 5.Property lines, monuments, benchmarks, survey control, and additional historic survey information cannot be removed and cannot be removed for construction. Disturbed survey items are the responsibility of the contractor and must be restored by a state of Colorado licensed land surveyor. 6.Work and storage areas must be maintained only onsite. Project construction in Right-Of-Ways, public space, and private property must be approved in writing by the necessary jurisdiction or individual. 7.Limits of disturbance, tree protection, and slope protection defined within the plans must be met. Disturbances outside of these extents may require alterations to the design and has implications that are the responsibility of the contractor. If damage shall occur outside of these areas, the site conditions shall be restored to their original state. 8.If applicable and a tree removal plan has been developed for the project, it is the responsibility of the contractor to meet the proposed conditions by the approved document. The contractor must not damage, trim, or remove trees and or bushes that are not approved for modification by the tree removal plan. Approval for proceeding with additional tree removal must be approved by Crystal River Civil, the landscape architect, the owner, and/or any stakeholders. 9.The Contractor is responsible for removal of waste created onsite from construction. Waste material that does not meet the requirements for cannot be used for backfilling on the project and must be exported from the site. 10.All materials requiring compaction must meet CDOT and/or ASTM Standards. 11.If traffic control is needed for the project, it is the responsibility of the contractor to obtain and implement an approved traffic control plan. Street access must be provided to the public within the Right-Of-Way - Any obstruction to general traffic flow must be mitigated for. Pedestrian access must be always provided, and traffic entering and leaving the project site is to be observed by the contractor. 12.Dust mitigation must be provided by the contractor as necessary. Water shall be used as a dust palliative where and when required. Sweeping and cleaning streets and sidewalks during the construction will be directed by the affected jurisdictions and performed as necessary by the contractor. Utility Notes 1.Utilities shown on these plans have been located and documented by the surveyor. 2.Existing utilities must be verified on the site prior to construction. The contractor must protect and maintain these existing utilities throughout construction. If any damages occur to existing utility lines, it is the responsibility of the contractor to coordinate with the utility provider replace and repair the utilities as necessary. 3.The contractor must notify the utility providers a minimum of 3 days prior to any work completed. Coordination with the utility providers is the responsibility of the contractor. 4.All utility work completed by the contractor must be installed as per the utility providers' standards and requirements. Inspections must be performed by utility providers as deemed necessary by the corresponding standards. It is the responsibility of the contractor to organize these inspections. 5.If any shallow utilities, including communication and telephone services and lines, are exposed, and temporarily altered for construction, the reinstallation of these utilities must conform with the utility providers standards. 6.Uncovered gas lines must be temporarily contained with 18 inches backfill to minimize exposure. 7.Stormwater infrastructure must pe protected by the contractor as shown in the Erosion Control Plan. During construction, additional stormwater management may be necessary during specific construction procedures and is the responsibility of the contractor. XC XC C C C XFO XFO FO FO << FD FD XG XG G G G XSS XSS SS SS XUE XUE UE UE XOE XOE OE OE XT XT T T T XW XW W W W XWS XWS WS WS Abbreviations: ASTM American Society of Testing and Materials Avg Average Bldg Building BM Benchmark BMP Best Management Practices BOW Bottom of Wall Con Concrete Demo Demolition Dia or Ø Diameter Dim Dimension El or Elev Elevation Ex Existing FFE Finished Floor Elevation FL Flow Line Ft Foot or Feet Gal Gallons Horiz Horizontal Hp High Point Inv Invert LF Linear Feet LP Low Point Max Maximum Min Minimum NTS Not To Scale Off Offset PC Point of Horizontal Tangency PCC Point of Compound Curve Perf Perforated PI Point of Horizontal Tangency Prop Proposed PVC Polyvinyl Chloride Pipe Q Flow Rate RCP Reinforced Concrete Pipe ROW Right-Of-Way SF Square Feet Sta Station SY Square Yard TD Trench Drain Legend Existing Communications Line Proposed Easement Line Edge of Pavement Edge of Gravel Edge of Water Fiber Optic Line Flow Line Foundation Drain Gas Line Gutter Flow Line / Break Line Major Contour Line Minor Contour Line Property Line Sanitary Sewer Line Storm Drain Line Concrete / Sidewalk / Patio Underground Electric Line Overhead Electric Line Telephone Line Water Line Water Service Line TOW Top of Wall XRW XRW RW RWRaw Water Line Drawing Scale Units (Feet) 1" = 10' 0 10 20 N S W E C.001 Title Of 11 Pages 01 HP C S u b m i s s i o n 07 . 2 7 . 2 0 2 2 VJ T # De s c r i p t i o n Da t e Dr a w n B y 31 2 W e s t H y m a n As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y For Construction Job #: 22.42 02 Pe r m i t S e t 10 . 2 7 . 2 0 2 2 VJ T JK E 312 West Hyman Aspen, Colorado 81611 Vicinity Map Not To Scale Sheet List Table Sheet Number Sheet Title C.001 Title C.002 Existing Conditions C.003 Demolition Plan C.004 Grading Plan C.005 Basins C.006 Subbasins C.007 Drainage Layout C.008 Drainage Profiles C.009 Utility plan C.010 Erosion Control C.011 Details Site SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 5 C.002 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Existing Conditions 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 C.002 Existing Conditions Of 11 Pages 01 HP C S u b m i s s i o n 07 . 2 7 . 2 0 2 2 VJ T # De s c r i p t i o n Da t e Dr a w n B y 31 2 W e s t H y m a n As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y For Construction Job #: 22.42 02 Pe r m i t S e t 10 . 2 7 . 2 0 2 2 VJ T JK E SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 6 C.003 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Demolition Plan 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 ( ( * XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XW XW XW XW XW XW XW XW XW XW XW XW XW XW X W XW XW X W XW X W XW XW X W X W XW XW XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XU E X U E X U E X U E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XUE XUE XUE XUE X U E X U E X U E X U E X U E X U E X U E X U E X U E X U E X U E X U E X U E X U E XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT X T XT XT XT XT XTXT X T X T X T X T X T X T X T X T X T X T X T X T X T X T X T XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XCXC XCXC X C X C X C X C X C X C X C X C X C X C X C X C X C X C X C XG XG XG XG XG XGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXG X T X T X T XU E XU E XU E XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS < 79 0 3 7901 79 0 2 7 9 0 1 79 0 2 7903 7904 7902 Remove Existing Driveway and Railroad Ties. Prepare for Minor Regrading and New Driveway Surface. 972 Square Feet Remove Existing Patios and Landscaping. Prepare for Minor Regrading and New Flagstone Walkways and Patios. 791 Square Feet Remove Existing Landscaping. Prepare for Minor Regrading and New Flagstone Walkways and Patios. 798 Square Feet Prepare for Construction of Garage 555 Square Feet Clear and Grub for Installation of Utilities 75 Square Feet Clear and Grub for Installation Of Proposed Driveway 75 Square Feet Clear and Grub Right-Of-Way For Installation Of Proposed Driveway 138 Square Feet Abandon Portion of Gas Service. To Be Rerouted Around Garage. 39 Linear Feet Abandon Portion of Sewer Service. To Be Rerouted Around Garage. 34 Linear Feet Clear and Grub Area For Minor Regrading 50 Square Feet Clear Existing Landscaping And Prepare for Proposed Patio 70 Square Feet Clear Existing Landscaping For Minor Regrading 40 Square Feet Clear Existing Landscaping For Installation Of Spa 128 Square Feet Minimize Disturbance Within Dripline of Existing Trees. Do Not Use Heavy Machinery Within Footprint and Use Hand Tools For Excavation. Cut All Roots Under 1 Inch With A Sharp Spade or Saw. Do Not Cut any Roots Larger than 1 Inch And Verify With Arborist Prior To Any Removal. Minimize Disturbance Within Dripline of Existing Trees. Do Not Use Heavy Machinery Within Footprint and Use Hand Tools For Excavation. Cut All Roots Under 1 Inch With A Sharp Spade or Saw. Do Not Cut any Roots Larger than 1Inch And Verify With Arborist Prior To Any Removal. Drawing Scale Units (Feet) 1" = 5' 0 5 10 N S W E C.003 Demolition Plan Of 11 Pages 01 HP C S u b m i s s i o n 07 . 2 7 . 2 0 2 2 VJ T # De s c r i p t i o n Da t e Dr a w n B y 31 2 W e s t H y m a n As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y For Construction Job #: 22.42 02 Pe r m i t S e t 10 . 2 7 . 2 0 2 2 VJ T JK E SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 7 C.004 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Grading Plan 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 ( ( * XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XW XW XW XW XW XW XW XW XW XW XW XW XW XW X W XW XW X W XW X W XW XW X W X W XW XW XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XU E X U E X U E X U E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XUE XUE XUE XUE X U E X U E X U E X U E X U E X U E X U E X U E X U E X U E X U E X U E X U E X U E XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT X T XT XT XT XT XTXT X T X T X T X T X T X T X T X T X T X T X T X T X T X T X T XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XCXC XCXC X C X C X C X C X C X C X C X C X C X C X C X C X C X C X C XG XG XG XG XG XGXGXG X T X T X T XU E XU E XU E XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XSS XSS XSS XSS XSS < G G G G G GGGGGGGGG G G G G G G G G SS SS SS SS SS SSSSSSSSSSSSSSSSSS SS SS SS SS SS S S S S SS SS UE UE UE UE UE UE 1.31 1.31 1.31 1.07 0.89 1.12 1.23 1.32 1.32 1.17 1.01 1.01 1.10 1.23 1.30 1.30 1.32 1.32 1.25 1.24 1.32 1.32 1.32 1.23 1.23 1.23 1.17 1.23 1.29 1.29 1.23 1.79 1.93 TBC:1.88 3.17 3.05 TBC:1.66 1.31 Inlet:1.11 Inlet:0.90 Inlet:1.11 2.54 2.86 2.86 2.38 2.33 2.38 2.35 2.86 2.86 2.82 2.72 3.69 2.01 7902 7902 79 0 2 TBC:1.58 1.28 2.8% 2.2% 2 . 1 % 2 . 0 % Inlet:2.31 1.64 1.33 1.15 1.10 312 West Hyman Main Residence 1.26 Inlet:1.11 312 West Hyman Garage F.F.E. = 7902.86' G a r a g e F . F . E . = 7 9 0 1 . 3 1 ' F.F.E. = 7 9 0 1 . 3 6 ' F.F.E. = 7 9 0 1 . 3 3 ' F . F . E . = 7 9 0 1 . 3 6 ' Self Contained Spa WL = 7902.23' 2.73 2.0% Sandset Flagstone Walkway Neighboring Concrete Retaining Wall Currently Under Construction Gr a v e l D r i v e w a y Sod Concre t e R i b b o n D r i v e w a y 4.1% Dryset Steppingstone Path Sandset Flagstone Patio Prop. Stormwater Detention DrywellSandse t Flagsto n e P a t i o (3) 6" Steps 2.80 2.80 79 0 3 7901 79 0 2 7 9 0 1 79 0 2 7903 7904 7902 Property Line (Typ.) Setback Line (Typ.) Stone Curb 1.26 1.26 1.31 Paver Patio 1.17 1.86 8 . 7 % Al l e y (G r a v e l ) We s t H y m a n A v e n u e (A s p h a l t ) Exist. Vegetation (Typ.) Sod Inlet:0.85 79 0 1 Exist. Stormwater Detention Drywell 0.91 0.93 0.96 0.98 Utility Meters To Be Relocated On Proposed Addition Spa Mechanical Access Hatch With Gravel Floor 9 . 0 0 2 . 0 0 3 . 0 0 2 . 0 0 2 . 0 0 12.00 3.0% 3.4% Exist. Planter To Remain Exist. Planter To Remain 5.0% 5.0% 3.1% 8.0% Exist. Stormwater System From Deck To Remain Breakline Drawing Scale Units (Feet) 1" = 5' 0 5 10 N S W E C.004 Grading Plan Of 11 Pages 01 HP C S u b m i s s i o n 07 . 2 7 . 2 0 2 2 VJ T # De s c r i p t i o n Da t e Dr a w n B y 31 2 W e s t H y m a n As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y For Construction Job #: 22.42 02 Pe r m i t S e t 10 . 2 7 . 2 0 2 2 VJ T JK E SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 8 C.005 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Basins 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 1 2 D D 79 0 2 7 9 0 2 7902 7903 7 9 0 1 7902 7901 790 2 7 9 0 3 7 9 0 4 79 0 2 7901 Exist Drywell 2 P.O.C. Basin 2 Exist. 4' Dia. Precast Conc. Drywell 10' Depth, 4' Perf. Section Drywell 1 P.O.C. Basin 1 5' Dia. Precast Conc. Drywell 8' Storage Depth, 6' Perf. Section Drawing Scale Units (Feet) 1" = 10' 0 10 20 N S W E C.005 Basins Of 11 Pages 01 HP C S u b m i s s i o n 07 . 2 7 . 2 0 2 2 VJ T # De s c r i p t i o n Da t e Dr a w n B y 31 2 W e s t H y m a n As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y For Construction Job #: 22.42 02 Pe r m i t S e t 10 . 2 7 . 2 0 2 2 VJ T JK E SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 9 C.006 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Subbasins 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/222.2 2.1 1.1 1.2 1.9 1.3 1.5 1.7 1.6 1.4 1.8 D D 79 0 2 7 9 0 2 7902 7903 7 9 0 1 7902 7901 790 2 7 9 0 3 7 9 0 4 79 0 2 7901 A1-Inlet Collects Subbasin 1.1 A5-Inlet Collects Subbasin 1.3 A4-Downspout Collects Subbasin 1.2 A7-Inlet Collects Subbasin 1.4 B1-Downspout Collects Subbasin 1.5 C1-Inlet Collects Subbasin 1.6 C3-Downspout Collects Subbasin 1.7 D2-Downspout Collects Subbasin 1.9 D1-Inlet Collects Subbasin 1.8 E1-Exist. Downspout Collects Subbasin 2.1 E4-Inlet Collects Subbasin 2.2 Drawing Scale Units (Feet) 1" = 10' 0 10 20 N S W E C.006 Subbasins Of 11 Pages 01 HP C S u b m i s s i o n 07 . 2 7 . 2 0 2 2 VJ T # De s c r i p t i o n Da t e Dr a w n B y 31 2 W e s t H y m a n As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y For Construction Job #: 22.42 02 Pe r m i t S e t 10 . 2 7 . 2 0 2 2 VJ T JK E SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 10 C.007 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Drainage Layout 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 < 79 0 2 7 9 0 2 7902 7 9 0 1 7901 7 9 0 4 7 9 0 2 C1-Inlet 8 Inch Inlet Sta:30+02.00, Off:0.00 L Drywell 1 5' Dia. Precast Conc. Drywell 8' Storage Depth, 6' Perf. Section Sta:10+78.45, Off:0.00 Exist Drywell 2 Exist. 4' Dia. Precast Conc. Drywell 10' Depth, 4' Perf. Section Sta:50+12.11, Off:0.00 A1-Inlet 8 Inch Inlet Sta:10+02.00, Off:0.00 A7-Inlet 8 Inch Inlet Sta:10+66.18, Off:0.00 A5-Inlet 8 Inch Inlet Sta:10+40.89, Off:0.00 E4-Inlet 8 Inch Inlet Sta:50+20.81, Off:0.00 D1-Inlet 8 Inch Inlet Sta:40+02.00, Off:0.00 C2-Bend 4" 45° PVC Bend Sta:30+05.34, Off:0.00 C3-Downspout 4" PVC Downspout Tie In Sta:30+10.03, Off:0.72 R C3-Pipe Inv Out: 7899.06' C4-Tee 4"x4"x4" PVC Tee Sta:30+10.03, Off:0.00 A2-Bend 4" 45° PVC Bend Sta:10+06.41, Off:0.00 B1-Downspout 4" PVC Downspout Tie In Sta:20+02.23, Off:0.00 E1-Exist. Downspout Existing 4" PVC Downspout Tie In Sta:50+02.00, Off:0.00 L C5-Bend 4" 45° PVC Bend Sta:30+15.52, Off:0.00 E2-Exist Bend Existing 4" 45° PVC Bend Sta:50+03.48, Off:0.00 D2-Downspout 4" PVC Downspout Tie In Sta:40+06.34, Off:-6.97 L D2-Pipe Inv Out: 7898.73' E3-Exist Bend Existing 4" 45° PVC Bend Sta:50+07.47, Off:0.00 D3-Tee 4"x4"x4" PVC Tee Sta:40+06.31, Off:0.00 A4-Downspout 4" PVC Downspout Tie In Sta:10+41.70, Off:3.95 R A4-Pipe Inv Out: 7898.58' A3-Bend 4" 45° PVC Bend Sta:10+37.88, Off:0.00 A6-Bend 4" 45° PVC Bend Sta:10+43.54, Off:0.00 D4-Bend 4" 45° PVC Bend Sta:40+11.26, Off:0.00 B2-Bend 4" 22.5° PVC Bend Sta:20+18.78, Off:0.00 C6-Bend 4" 45° PVC Bend Sta:30+21.92, Off:0.00 A8-Bend 6" 45° PVC Bend Sta:10+69.01, Off:0.00 A9-Wye 4"x6"x6" PVC Wye Sta:10+74.29, Off:0.00 E4-Pipe E3-Exist Pipe E1-Exist Pipe D1-Pipe D4-Pipe A9-Pipe A 2 - P i p e A3-Pipe A5-Pipe A6-Pip e A4-Pipe 4.03' Of 4" SDR-35 @ 1.00% A1 - P i p e A7-Pipe A8-Pipe B1-Pipe B2-Pip e C1-Pipe C2-Pipe C5-Pipe C6-Pipe C4-Pipe C3-Pipe 0.72' Of 4" SDR-35 @ 2.00% E2-Exist Pipe D3-Pipe D2-Pipe 6.97' Of 4" SDR-35 @ 2.00% P I : 5 0 + 1 2 . 1 1 PI: 50+ 0 3 . 4 8 PI: 5 0 + 0 7 . 4 7 Start Storm System E STA:50+00.00 N:14954.07 E:14923.15 End Storm System E STA:50+22.81 N:14936.49 E:14919.63 PI : 2 0 + 1 8 . 7 8 Start Storm System B STA:20+00.00 N:15003.80 E:14881.45 End Storm System B STA:20+41.66 N:15002.04 E:14922.30 PI: 3 0 + 0 5 . 3 4 PI: 30+15.52 PI: 3 0 + 2 1 . 9 0 Start Storm System C STA:30+00.00 N:15022.51 E:14907.83 End Storm System C STA:30+32.83 N:15000.07 E:14922.17 PI: 1 0 + 0 6 . 4 1 PI: 10+ 3 7 . 8 8 PI: 1 0 + 4 3 . 5 4 P I : 1 0 + 6 9 . 0 1 Start Storm System A STA:10+00.00 N:14949.83 E:14883.18 End Storm System A STA:10+83.45 N:15005.17 E:14920.61 PI: 4 0 + 1 1 . 2 6 Start Storm System D STA:40+00.00 N:14976.68 E:14924.21 End Storm System D STA:40+26.81 N:14999.54 E:14914.53 L1 L 2 L3 L4 L5 L6 L7 L8 L9 L 1 0 L11 L12 L 1 3 L 1 4 L1 5 L16 L 1 7 7901 Line Table Line L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 Bearing N36°52'38"E N8°07'22"W N36°52'38"E N81°52'38"E N40°45'07"E S75°21'01"E N82°29'52"E S37°50'58"E S15°10'22"W S29°49'38"E S74°49'38"E N49°14'53"W N4°14'53"W S8°12'01"E S36°44'32"W S81°52'38"W S16°04'53"E Length 6.41' 31.48' 5.65' 25.47' 14.44' 18.78' 22.88' 5.34' 10.18' 6.37' 10.94' 11.26' 15.55' 3.48' 3.99' 4.64' 10.70' Start Point (N,E) 14949.83,14883.18 14954.95,14887.02 14986.11,14882.58 14990.63,14885.97 14994.23,14911.18 15003.80,14881.45 14999.05,14899.62 15022.51,14907.83 15018.29,14911.11 15008.47,14908.45 15002.94,14911.62 14976.68,14924.21 14984.03,14915.69 14954.07,14923.15 14950.62,14923.65 14947.43,14921.27 14946.77,14916.67 End Point (N,E) 14954.95,14887.02 14986.11,14882.58 14990.63,14885.97 14994.23,14911.18 15005.17,14920.61 14999.05,14899.62 15002.04,14922.30 15018.29,14911.11 15008.47,14908.45 15002.94,14911.62 15000.07,14922.17 14984.03,14915.69 14999.54,14914.53 14950.62,14923.65 14947.43,14921.27 14946.77,14916.67 14936.49,14919.63 Drawing Scale Units (Feet) 1" = 5' 0 5 10 N S W E C.007 Drainage Layout Of 11 Pages 01 HP C S u b m i s s i o n 07 . 2 7 . 2 0 2 2 VJ T # De s c r i p t i o n Da t e Dr a w n B y 31 2 W e s t H y m a n As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y For Construction Job #: 22.42 02 Pe r m i t S e t 10 . 2 7 . 2 0 2 2 VJ T JK E SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 11 C.008 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Drainage Profiles 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 Storm System A Profile Horizontal Scale: 1"=5' Vertical Scale: 1"=5' 7890 7900 7910 7890 7900 7910 10+20 EG 7 9 0 1 . 3 F G 7 9 0 1 . 2 6 10+40 EG 7 9 0 1 . 3 F G 7 9 0 1 . 1 5 10+60 EG 7 9 0 1 . 2 F G 7 9 0 1 . 2 9 10+80 EG 7 9 0 1 . 2 F G 7 9 0 1 . 3 2 Storm System D Profile Horizontal Scale: 1"=5' Vertical Scale: 1"=5' 7890 7900 7910 7890 7900 7910 Storm System B Profile Horizontal Scale: 1"=5' Vertical Scale: 1"=5' 7890 7900 7910 7890 7900 7910 Storm System C Profile Horizontal Scale: 1"=5' Vertical Scale: 1"=5' 7890 7900 7910 7890 7900 7910 20+20 EG 7 9 0 1 . 1 F G 7 9 0 1 . 4 3 20+40 EG 7 9 0 1 . 2 F G 7 9 0 1 . 2 9 30+20 EG 7 9 0 1 . 1 F G 7 9 0 1 . 4 1 40+20 EG 7 9 0 1 . 2 F G 7 9 0 1 . 2 0 Storm System E Profile Horizontal Scale: 1"=5' Vertical Scale: 1"=5' 7890 7900 7910 7890 7900 7910 50+20 EG 7 9 0 1 . 2 F G 7 9 0 0 . 8 8 A2-Bend 4" 45° PVC Bend Inv Elev: 7898.88' A2-Pipe 31.48' Of 4" SDR-35 @ 1.00% A3-Bend 4" 45° PVC Bend Inv Elev: 7898.57' A3-Pipe 3.00' Of 4" SDR-35 @ 1.00% A5-Inlet 8 Inch Inlet Rim:7901.11' Sump:7898.04' A3-Pipe Inv In: 7898.54' A4-Pipe Inv In: 7898.54' A5-Pipe Inv Out: 7898.54' A5-Pipe 2.65' Of 4" SDR-35 @ 1.00% A6-Bend 4" 45° PVC Bend Inv Elev: 7898.51' A6-Pipe 22.64' Of 4" SDR-35 @ 1.00% A7-Inlet 8 Inch Inlet Rim:7901.11' Sump:7897.79' A6-Pipe Inv In: 7898.29' A7-Pipe Inv Out: 7898.29' A7-Pipe 2.83' Of 6" SDR-35 @ 1.00% A8-Bend 6" 45° PVC Bend Inv Elev: 7898.26' A8-Pipe 5.28' Of 6" SDR-35 @ 1.00% A9-Wye 4"x6"x6" PVC Wye Inv Elev: 7898.21' Drywell 1 5' Dia. Precast Conc. Drywell 8' Storage Depth, 6' Perf. Section Rim:7901.30' Sump:7891.30' A9-Pipe Inv In: 7898.16' C6-Pipe Inv In: 7898.16' B2-Pipe Inv In: 7898.16' Drywell 1 5' Dia. Precast Conc. Drywell 8' Storage Depth, 6' Perf. Section Rim:7901.30' Sump:7891.30' A9-Pipe Inv In: 7898.16' C6-Pipe Inv In: 7898.16' B2-Pipe Inv In: 7898.16'B1-Downspout 4" PVC Downspout Tie In Inv Elev: 7898.85' B1-Pipe 16.55' Of 4" SDR-35 @ 2.00% B2-Pipe 17.88' Of 4" SDR-35 @ 2.00% B2-Bend 4" 22.5° PVC Bend Inv Elev: 7898.52' C1-Inlet 8 Inch Inlet Rim:7902.31' Sump:7899.45' C1-Pipe Inv Out: 7899.45' C1-Pipe 3.34' Of 4" SDR-35 @ 5.00% C2-Bend 4" 45° PVC Bend Inv Elev: 7899.28' C2-Pipe 4.69' Of 4" SDR-35 @ 5.00% C4-Tee 4"x4"x4" PVC Tee Inv Elev: 7899.05' C4-Pipe 5.49' Of 4" SDR-35 @ 5.00% Drywell 1 5' Dia. Precast Conc. Drywell 8' Storage Depth, 6' Perf. Section Rim:7901.30' Sump:7891.30' A9-Pipe Inv In: 7898.16' C6-Pipe Inv In: 7898.16' B2-Pipe Inv In: 7898.16' C6-Pipe 5.91' Of 4" SDR-35 @ 5.00% C6-Bend 4" 45° PVC Bend Inv Elev: 7898.46' C5-Pipe 6.39' Of 4" SDR-35 @ 5.00% C5-Bend 4" 45° PVC Bend Inv Elev: 7898.78' A9-Wye 4"x6"x6" PVC Wye Inv Elev: 7898.21'D1-Inlet 8 Inch Inlet Rim:7900.90' Sump:7898.18' D1-Pipe Inv Out: 7898.68' D1-Pipe 4.31' Of 4" SDR-35 @ 2.00% D4-Bend 4" 45° PVC Bend Inv Elev: 7898.49' D4-Pipe 14.25' Of 4" SDR-35 @ 2.00% Exist Drywell 2 Exist. 4' Dia. Precast Conc. Drywell 10' Depth, 4' Perf. Section Rim:7901.20' Sump:7891.20' E4-Pipe Inv In: 7898.57' E3-Exist Pipe Inv In: 7898.57' E4-Pipe 8.70' Of 4" SDR-35 @ 2.00% E4-Inlet 8 Inch Inlet Rim:7900.85' Sump:7898.25' E4-Pipe Inv Out: 7898.75' E3-Exist Pipe 4.64' Of 4" SDR-35 @ 2.00% E3-Exist Bend Existing 4" 45° PVC Bend Inv Elev: 7898.67' E1-Exist. Downspout Existing 4" PVC Downspout Tie In Inv Elev: 7898.78' E1-Exist Pipe 1.48' Of 4" SDR-35 @ 2.00% E2-Exist Pipe 3.99' Of 4" SDR-35 @ 2.00% E2-Exist Bend Existing 4" 45° PVC Bend Inv Elev: 7898.75' D3-Pipe 4.95' Of 4" SDR-35 @ 2.00% D3-Tee 4"x4"x4" PVC Tee Inv Elev: 7898.59' A1-Inlet 8 Inch Inlet Rim:7901.11' Sump:7898.43' A1-Pipe Inv Out: 7898.93' A1-Pipe 4.41' Of 4" SDR-35 @ 1.00% A9-Pipe 4.16' Of 6" SDR-35 @ 1.00% C.008 Drainage Profiles Of 11 Pages 01 HP C S u b m i s s i o n 07 . 2 7 . 2 0 2 2 VJ T # De s c r i p t i o n Da t e Dr a w n B y 31 2 W e s t H y m a n As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y For Construction Job #: 22.42 02 Pe r m i t S e t 10 . 2 7 . 2 0 2 2 VJ T JK E SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 12 C.009 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Utility Plan 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 ( ( * XW S X W S X W S X W S X W S X W S XWXWXWXWXWXWXWXWXWXWXWXWXW XG XG XG XG XG XG XG XG XUE XUE XUE XUE XUE XUE XUE XUE XUE X U E XUE XUE XUE XUE XUE XUE XT XT XT XT XT XT XT XT XT XT X T XT XT XT XT XT XT XT XC XC XC XC XC XC XC XC XC XC X C XC XC XC XC XC XC XC XC XG XG XG XT XUEXSSXSSXSSXSSXSSXSSXSSXSSXSSXSSXSSXSS XSS XSS XSS X S S X S S GG G G G G G G G G G SSSS SS SS SS SS SS S S S S SS SS U E UE UE D D 79 0 2 7 9 0 2 7902 7903 7 9 0 1 7902 7901 790 2 7 9 0 3 7 9 0 4 7 9 0 2 7901 Existing Water Service And Tap To Remain Relocated Gas Service ± 53 L.F. Relocated Sanitary Sewer Service. 4" SDR-26 PVC Sloped At Min. 2.0% To Connection. Gas Meter To Be Relocated To The Exterior Of The Proposed Addition Install Two Way Cleanout Within 5' Of Structure Existing Electric, Telephone And Communications Services To Remain Install Sewer Service Two Way Cleanout Cut Existing Sanitary Sewer Service. Install 4" 45° Bend At Connection. Begin Gas Service Relocation. Coordinate With Black Hills Energy Prior To Construction. Existing Utility Equipment To Be Relocated To The Exterior Of The Proposed Addition 312 West Hyman Residence 312 West Hyman Garage 2" Sch-40 PVC Conduit For Electric Service To Proposed Garage ± 17 L.F. Drawing Scale Units (Feet) 1" = 10' 0 10 20 N S W E C.009 Utility plan Of 11 Pages 01 HP C S u b m i s s i o n 07 . 2 7 . 2 0 2 2 VJ T # De s c r i p t i o n Da t e Dr a w n B y 31 2 W e s t H y m a n As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y For Construction Job #: 22.42 02 Pe r m i t S e t 10 . 2 7 . 2 0 2 2 VJ T JK E SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 13 C.010 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Erosion Control 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 < 7902 7902 79 0 2 79 0 3 7901 79 0 2 7 9 0 1 79 0 2 7903 7904 7902 79 0 1 Trash and Recycle Construction Office Protect Inlet under Trailer Portable Toilet Concrete Washout Utilize Driveway for Staging Area Protect Inlets Drawing Scale Units (Feet) 1" = 5' 0 5 10 N S W E C.010 Erosion Control Of 11 Pages 01 HP C S u b m i s s i o n 07 . 2 7 . 2 0 2 2 VJ T # De s c r i p t i o n Da t e Dr a w n B y 31 2 W e s t H y m a n As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y For Construction Job #: 22.42 02 Pe r m i t S e t 10 . 2 7 . 2 0 2 2 VJ T JK E SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 14 C.011 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Details 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 8" Of Class 6 Aggregate Base Course Compact to 95% ASTM Standard Proctor 5" Of CDOT Class D Concrete Or Approved Alternate Grading And Layout As Per Plan Welded Wire Mesh Set In Concrete Offset From Edge And Base 2" Concrete With Mortar Set Pavers Patio Detail Not to Scale 6" Of Class 6 Aggregate Base Course Compact to 95% ASTM Standard Proctor 4" Of CDOT Class D Concrete Or Approved Alternate Grading And Layout As Per Plan Welded Wire Set In Concrete Offset From Edge And Base 2" Minimum 6" of Top Soil Revegetate as Necessary Scarify and Recompact Bottom of Excavation to 95% ASTM Standard PRoctor Mortar Set Pavers As Per Landscape/Architectural Drawings Minimum 1" of Mortar Infill Pavers with Specified Grout 24" Wide Trench 6" Depth Bedding Material Below Utility Line 12" Depth Bedding Material Above Utility Line Residential Service Line Gas: Size and Material to be Provided by Black Hills Energy Communications: 2" PVC Conduit Electric: 4" PVC Conduit Verify Size and Material with Utility Provider Prior to Installation Wrap Bedding Material Within Geotextile Fabric Bedding Material 34" Screened Rock, Class 6 ABC, Or As Specified By Utility Provider Hardscape Softscape Class 6 ABC or Approved Alternate as per Geotech Native Material as Approved per Geotech Compact to 95% ASTM Standard Proctor Layback as Necessary to meet OSHA Requirements For Specific Soil Type Hardscaping With Sub Base Material See Detail Minimum 6" of Top Soil Revegetate 30" Minimum 72" Maximum Bury Depth Residential Service Gas, Communications, and Secondary Electric Trenching Detail Not to Scale Residential Water and Sanitary Sewer Service and Storm Sewer Trenching Detail 24" Wide Trench 6" Depth Bedding Material Below Utility Line 12" Depth Bedding Material Above Utility Line Residential Service Line Sizing and Material As Per Plan Shown on Utility Sheet Verify Size and Material with Corresponding Utility Jurisdiction Wrap Bedding Material Within Geotextile Fabric Bedding Material 3 4" Screened Rock, Class 6 ABC, Or As Specified By Utility Provider Hardscape Softscape Class 6 ABC or Approved Alternate as per Geotech Native Material as Approved per Geotech Compact to 95% ASTM Standard Proctor Layback as Necessary to meet OSHA Requirements For Specific Soil Type Hardscaping With Sub Base Material See Detail Minimum 6" of Top Soil Revegetate Bury Depth Water: Minimum 8' Sanitary Sewer: Minimum 5' Storm Sewer: As Per Plan Not to Scale Note: Water and Sanitary Sewer Service Lines Require a Minimum 10' of Separation Note: Gas and Secondary Electric Service Lines Require a Minimum 3' of Separation. Communications and Secondary Electric Require a Minimum 2' of Separation. Stormwater Detention Drywell (WQCV) Detail Not to Scale Hardscape Softscape Wrap Washed Screened Rock Within Geotextile Fabric Perforated Precast Concrete Drywell Rings 4' Height Minimum Hardscaping With Sub Base Material As per Plan Native Material as Approved per Geotech Compact to 95% ASTM Standard Proctor Solid Precast Concrete Drywell Rings Minimum 18" of 1 1 2" Washed Screened Rock Surrounding Perforated Drywell Rings Layback as Necessary to meet OSHA Requirements For Specific Soil Type Aluminum Steps Cast in Concrete Minimum 6" of Top Soil Revegetate Use a Variation of 1', 2', 3', and 4' Precast Concrete Drywell Rings to Achieve Desired Drywell Depth as per Plan Note: Drywell Diameter, Rim, Sump, and Pipe Inverts are not Referenced in this Detail. Refer to Storm System Plans and Profiles For Additional Design Requirements. Pipe Sleeves can be Precast or Drilled into the Concrete Drywell Rings. Existing Class B Soil 6" Minimum of 3 4" or 11 2" Washed Screened Rock For Leveling Grated Manhole Lid with 6" Tall Frame Risers May be Used for Fine Grading Wrap Washed Screened Rock Within Geotextile Fabric 6" Steel Perforated Pipe Covered In Mirafi Filter Fabric Sock 12"-15" 8" Thick Precast Concrete Lid Section With Rust Resistant Access Hatch With Lifting Handles Solid 8" Thick Precast Concrete Drywell Lid Native Material as Approved per Geotech Compact to 95% ASTM Standard Proctor See Plan For Height Sump Depth as Per Plan and/or Profile Frame and Grate Diameter as Per Plan Grate Style to be Approved by Landscape Design Existing Soil Hardscaping With Sub Base Material See Detail Nyoplast Catch Basin Detail Not to Scale Outgoing Pipe Material Size and Slope as Per Plan and/or Profile Layback as Necessary to meet OSHA Requirements For Specific Soil Type Gravel Driveway Detail Not to Scale 8" Of 3/4" Washed Screened Rock Scarify and Recompact Bottom of Excavation to 95% ASTM Standard Proctor Minimum 6" of Top Soil Revegetate as Necessary Pervious Sandset Flagstone Patio Detail Not to Scale 6" of 3 4" Washed Screened Rock Filter Fabric Below and Above Washed Screened Rock 3" Average Thickness Flagstone Pavers 2" Minimum of Leveling Course and Infill Between Pavers Do Not Compact Grade Below Section Minimum 8% Void Space Between Pavers Concrete Ribbon Driveway Detail Not to Scale Scarify and Recompact Bottom of Excavation to 95% ASTM Standard Proctor 2' Wide Track 2' Wide Track3' Wide Landscape Strip Minimum 6" of Top Soil Revegetate as Necessary Flow Plan View Flow Flow Note: Stakes Shall Be Spaced At 24" Min Horizontal Separation, and 48" Max. Section A-A A A Flow Flow Landscape Inlet Size Ranges From 6" to 24" Diameter or Square Flow See Section A-A BelowErosion Log Landscape Inlet Size Ranges From 6" to 24" Diameter or Square Erosion Logs Entrench minimum of 2" into Grade Finished Grade Landscape Inlet Protection Detail Not to Scale Flow Plan View FlowFlow Section A-A AA Flow Flow Hardscape Inlet Size Ranges From 6" to 24" Diameter or Square Flow See Section A-A Below Aggregate Bags Hardscape Inlet Aggregate Bags Locate on Edges of Hardscaped Areas Finished Grade Hardscape Inlet Protection Detail Not to Scale C.011 Details Of 11 Pages 01 HP C S u b m i s s i o n 07 . 2 7 . 2 0 2 2 VJ T # De s c r i p t i o n Da t e Dr a w n B y 31 2 W e s t H y m a n As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y For Construction Job #: 22.42 02 Pe r m i t S e t 10 . 2 7 . 2 0 2 2 VJ T JK E SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 15 C.012 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Engineering & Drainage Report 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 312 West Hyman Avenue Drainage Report October 27, 2022 Prepared By: Jay Engstrom, P.E. Crystal River Civil, LLC Carbondale, CO 81623 Jay@crystalrivercivil.com (970) 510-5312 Crystal River Civil LLC 970.510.5312 Page 2 of 11 Table of Contents 1.0 General Information ......................................................................................................... 3 1.1 Existing Conditions ...................................................................................................... 3 1.2 Proposed Conditions .................................................................................................... 4 2.0 Drainage Basins and Subbasins ...................................................................................... 4 2.1 Onsite Drainage Basins ............................................................................................... 4 2.2 Offsite Drainage Basins ............................................................................................... 5 3.0 Low Impact Site Design ................................................................................................... 5 3.1 Principles ..................................................................................................................... 5 4.0 Hydrologic Criteria ........................................................................................................... 7 4.1 Runoff Calculation Method ........................................................................................... 7 4.2 Basin Analysis ............................................................................................................. 7 4.3 Sub Basin Analysis ...................................................................................................... 8 4.4 Water Quality and Storage Requirements .................................................................... 8 5.0 Hydraulic Criteria ............................................................................................................. 9 5.1 Inlets ............................................................................................................................ 9 5.2 Pipes............................................................................................................................ 9 6.0 Proposed Facilities .........................................................................................................10 6.1 Drywells ......................................................................................................................10 7.0 Operation and Maintenance ...........................................................................................11 7.1 Drywell ........................................................................................................................11 7.2 Inlets ...........................................................................................................................11 Crystal River Civil LLC 970.510.5312 Page 3 of 11 1.0 General Information 1.1 Existing Conditions The property being discussed in this drainage report is addressed at 312 West Hyman Avenue, Aspen, Colorado 81611. The site is located within the City of Aspen in the area known as the “West End” near Main Street. It is documented as parcel # 273512464006 and is described as City and Townsite of Aspen Block: 46 Lot: P and Lot: Q. The property is in the middle of the West Hyman Avenue block, between South 2nd Street and South 3rd Street, and is surrounded by other residential developments. 312 West Hyman Avenue Vicinity Map The property is currently developed with a single-family residence with well-established trees and landscaping features surrounding the structure. An at grade, flagstone patio is located at the western face of the structure. A wood deck is located at the upper level to the south, looking towards West Hyman Ave. The topography of the site is relatively flat, with the house being located at a subtle low point of the parcel. The driveway access point is located off West Hyman Ave and connects onto the property at an angle that cuts through the neighbor’s property. This is a short, gravel driveway that accesses the existing garage within the structure. The majority of the existing utility infrastructure is found in the alleyway at the northern property line. Services for sanitary sewer and gas extend directly north. An electric transformer and communications pedestals are located at the northeast corner of the parcel, which services to the property tie into. Water service to the property is located to the south, with a tap under the West Hyman Avenue. Crystal River Civil LLC 970.510.5312 Page 4 of 11 1.2 Proposed Conditions The proposed conditions at 312 West Hyman Ave. include the remodel of the existing residence on the parcel, a small addition off the rear of the structure, and the addition of a detached garage located at the northwester property corner, accessed via the gravel alley. The project is considered a “Major Project” per Table 1.1 of the City of Aspen Urban Runoff Management Plan, or URMP. The parcel is zoned for residential use and will not require a change in land use or zoning. A series of patios and walkways are proposed around the property. The majority of these patios are pervious, and a thorough planting plan is proposed for landscaping the existing site. The existing driveway in front of the residence will be removed and replaced with landscaping and concrete driving strips to minimize visual impacts. A patio and a spa are proposed on the east side of the residence. Access to the proposed garage will be from the alleyway, which a gravel drive will extend from the alleyway. The water service, communications, and electric services will all remain and are not impacted by the proposed conditions. The sewer service will be realigned to go around the proposed garage, as well as the gas service. The existing boxes on the residence will have to be relocated onto the proposed addition during construction, as they are located where the addition is occurring. The proposed design also includes the construction of a drainage system that will manage all stormwater on the site. As required for designated “Major Projects”, the site requires a stormwater design that meets the requirements of the URMP. This includes conveyance of major flows as well as detention to eliminate additional flow rates from the development. The roof structure will collect runoff through roof drains and gutters with downspouts. The roof area will tie into the surrounding storm system. Several inlets located around the residences will collect any runoff from landscaped areas. The garage access runoff is collected through an inlet located just downhill. The majority of this runoff is conveyed to an onsite drywell located to the northeast of the residence within a patio. An existing drywell will be utilized to collect the runoff from the deck on the south of the residence as it did previously. An additional inlet will be added next to the existing drywell to mitigate the stormwater from the concrete driving strips in front of the residence. Due to the site constraints, the drywells were verified to fully detain all runoff from the impervious areas from the development, since there is no overflow path available. Currently there are no known studies performed on or around the site. The project is not within a mudflow area defined within the URMP. Given that the proposed project is capturing and treating all stormwater from impervious areas for full detention, the project will not impact downstream properties, Right-Of-Ways, or stormwater systems. 2.0 Drainage Basins and Subbasins 2.1 Onsite Drainage Basins The site has been analyzed as two drainage basins that contain the entirety of the proposed development. The point of concentration for the basins will be the proposed drywell as well as the existing driveway. Crystal River Civil LLC 970.510.5312 Page 5 of 11 Basin 1 is proposed as 4,833 square feet and is 43% impervious. This area includes existing and proposed roof areas, the proposed garage and access, patios, spa, and the pervious walkways surrounding the residence. The basin is collected by downspouts from the roof structure and several inlets surrounding the residence. All stormwater is conveyed to Drywell 1. Drywell 1 has been sized to have enough capacity for the full detention volume for the impervious areas collected. It has a storage depth of eight feet (10.5 feet rim to sump depth) and a six-foot perforated section. Basin 2 is an existing system with some minor alterations and is 1,735 square feet and 20% impervious. The deck on the south side of the residence currently drains into a four foot diameter drywell ten feet deep, which for this analysis has been labeled Drywell 2. In addition to the existing drainage, an inlet is being added to collect drainage off the front landscaped area and concrete driving strips. This basin was analyzed to verify that the existing system has capacity for full detention of a 100-year, 1-hour storm event. 2.2 Offsite Drainage Basins No offsite drainage basins impact the proposed development. No offsite drainage analysis is included within this report. 3.0 Low Impact Site Design Low Impact Development (LID) aims to mimic the natural pre-development hydrologic patterns. The goal is to manage storm water as close to its source as is possible. The captured onsite basin is 37% impervious. 3.1 Principles Principle 1: Consider storm water quality needs early in the design process. The design team coordinated throughout the schematic design phase to minimize the impacts to the site, while effectively designing a stormwater system that meets requirements and needs. It was understood that the footprint of the building, existing trees, and the historic relevance was going to drive the design to minimize at-grade infrastructure and site disturbance. Principle 2: Use the entire site when planning for storm water quality treatment. Given the existing conditions, minimal space could be utilized for stormwater collection and treatment. Because of this, a drywell was proposed in a location with the least impact to the existing structure and the trees. Patios are proposed as pervious, and areas are sloped to sheetflow through landscaped areas into inlets to allow for a treatment train prior to entering the storm networks. Principle 3: Avoid unnecessary impervious area. The proposed hardscaping is kept at a minimum to reduce impervious areas. Sand set sandstone pavers were utilized to promote infiltration into the ground in most areas. All areas outside of the foundation footprint are pervious, excluding the driveway and the patio next to the spa. Principle 4: Reduce runoff rates and volumes to more closely match natural conditions. Crystal River Civil LLC 970.510.5312 Page 6 of 11 All runoff from impervious surfaces on the property is collected and conveyed to drywells, which have been sized for 100-year storm event full detention volume. The proposed onsite detention ultimately reduces the amount of drainage flows into the Right-of-Way and encourages high rates of infiltration. Principle 5: Integrate storm water quality management and flood control. A new drywell is proposed onsite, which is designed to capture and treat stormwater for the entire site. This drywell has been sized for full detention of a 100-year 1-hour storm event, which will eliminate any flooding impacts in Aspen that would be generated from this site. The existing stormwater detention structures are to be utilized after inspection. Principle 6: Develop storm water quality facilities that enhance the site, the community, and the environment. The proposed stormwater system is designed to be treated onsite and will reduce the runoff into the public Right-of-Way system. This will minimize ice buildup in the alleyway and impacts of stormwater on neighboring residences from the existing residence. The design allows for more than adequate drainage while having minimal visual impacts. Full detention of the stormwater increases the infiltration amount, which has a positive impact on groundwater. Principle 7: Use treatment train approach. The design proposes patios to release into landscaping to allow treatment prior to entering the storm system in multiple areas on the site. Sumps are proposed for the inlets in the pipe network to ensure treatment throughout the system. The filtration system within the dual chamber drywell allows for an additional treatment level prior to infiltration. Principle 8: Design sustainable facilities that can be safely maintained. Inlets, piping, and the drywells will be vacuumed or flushed periodically, as specified in the maintenance section of this drainage report, to maintain adequate flows as designed. The designed system includes cleanouts at roof drain connections and downspouts, simplified collection systems that minimize maintenance, and easy access to the whole system. The dual chamber drywell minimizes clogging and allows for maintenance of the system for longevity. Principle 9: Design and maintain facilities with public safety in mind. The proposed design for driveway and walkways allows for adequate drainage and reduces ice buildup and dangerous conditions. Walkways and stairways are pitched at recommended slopes and within building code thresholds to allow for safe circulation within the property. Grading has been kept to a minimum and retainage has been minimized. Transitions into existing conditions are smooth and natural. Full detention of stormwater minimizes the impacts of runoff onto streets and alleyways, minimizing erosion, road damage, and icy conditions. SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 16 C.013 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Engineering & Drainage Report 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 Crystal River Civil LLC 970.510.5312 Page 7 of 11 4.0 Hydrologic Criteria 4.1 Runoff Calculation Method Calculations and analyses defined in Chapter 2 and Chapter 3 of the URMP were used to define the runoff from the basins on the property. The property is classified as a “Sub-urban area not served by public storm sewer.” Pre-developed and developed runoff rates were determined for both the 10-year, 1-hour and the 100-year, 1-hour storm events for capacity designs as required by this classification. The basins defined for the project can be seen on the basins sheet of the civil set. The peak discharge shown in this analysis uses the Rational Method, as described in section 3.4 of the URMP. This requires several variables to be determined, including values for intensity, the runoff coefficient, and basin area. Using the rainfall depths from Table 2-2 and the basin time of concentration in conjunction with Equation 2-1, the rainfall intensity for the basins can be calculated. The rainfall intensity equation shown in the URMP is a direct correlation of the Aspen area Intensity Duration Frequency Curve derived from the NOAA Atlas 14 database. As stated within the URMP, the time of concentration can be no less than 5 minutes for the calculations to be effective. Due to the size of the basins on the site, the time of concentration within the basins is less than 5 minutes. The runoff coefficient for each basin was established using the percent impervious of the basin and the soil type in combination with the most up-to-date values as presented in the Mile High Flood District Drainage Design Values for the specified soil type in the area. For this project, an NRCS Soil Classification of B was utilized. 4.2 Basin Analysis The tables below summarize the calculations that were performed on the basins using the methods described in Section 4.1 of this report. Rainfall depth, P1 (in)0.771 Soil Class B Intensity (in/hr)Discharge (ft3/Sec)Q=CIAt Note: For basins with a flow length of less than 500 feet, a Time of Concentration is assumed at 5 minutes. These calculations are assuming a NRCS Hydrologic Soil Class B. Rainfall depth values derived from NOAA Atlas 14 data. Intensity equation has been derived from the Aspen area NOAA Atlas 14 IDF Curve. Predeveloped Conditions Basin Total Area Impervious Area Percent Impervious C Value Time of Concentration Intensity Peak Discharge (Name)At (ft2)Ai (ft2)Ai/At (%) Tc (min)I (in/hr)Qp (ft3/sec) 1 4833.00 0.00 0.00%0.040 5 3.96 0.02 2 1735.00 0.00 0.00%0.040 5 3.96 0.01 Developed Conditions Basin Total Area Impervious Area Percent Impervious C Value Time of Concentration Intensity Peak Discharge (Name)At (ft2)Ai (ft2)Ai/At (%) Tc (min)I (in/hr)Qd (ft3/sec) 1 4833.00 2094.00 43.33%0.380 5 3.96 0.17 2 1735.00 340.00 19.60%0.180 5 3.96 0.03 10-Year 1-Hour Onsite Peak Discharge Calculations I =88.8P1 (10 +Td)1.052 Crystal River Civil LLC 970.510.5312 Page 8 of 11 4.3 Sub Basin Analysis In addition to determining the peak discharge from basins, the areas are then subdivided into sub basins to calculate their peak discharges. This allows for verification that all pipes and intakes into the proposed conveyance structures have capacity. The URMP requires all structures to have capacity for a 100-year, 1-hour storm event. Using the same procedure discussed in 2.1 of this drainage report, the peak discharge of each sub basin was determined. Below is a table summarizing the values required for the sub basin analysis. 4.4 Water Quality and Storage Requirements For a property classified as a “Sub-urban area not served by public storm sewer”, runoff from the site must meet the predeveloped peak discharge of a 100-year, 1-hour storm event. Full detention volume is detained on site due to the lack of infrastructure downhill of the site. All equations used in the spreadsheets are directly from the URMP. A full detention analysis of the drainage basins has been completed. The full detention volume is calculated using the impervious area on the site and multiplying by the 100-year, 1-hour rainfall depth found in the NOAA Atlas 14 database. The calculation that has been used to determine the full detention volume required to be detained on the property is shown in the spreadsheet below. Rainfall depth, P1 (in)1.23 Soil Class B Intensity (in/hr)Discharge (ft3/Sec)Q=CIA t Note: For basins with a flow length of less than 500 feet, a Time of Concentration is assumed at 5 minutes. These calculations are assuming a NRCS Hydrologic Soil Class B. Rainfall depth values derived from NOAA Atlas 14 data. Intensity equation has been derived from the Aspen area NOAA Atlas 14 IDF Curve. Predeveloped Conditions Basin Total Area Impervious Area Percent Impervious C Value Time of Concentration Intensity Peak Discharge (Name)At (ft2)Ai (ft2)Ai/At (%) Tc (min)I (in/hr)Qp (ft3/sec) 1 4833.00 0.00 0.00%0.430 5 6.33 0.30 2 1735.00 0.00 0.00%0.430 5 6.33 0.11 Developed Conditions Basin Total Area Impervious Area Percent Impervious C Value Time of Concentration Intensity Peak Discharge (Name)At (ft2)Ai (ft2)Ai/At (%) Tc (min)I (in/hr)Qd (ft3/sec) 1 4833.00 2094.00 43.33%0.610 5 6.33 0.43 2 1735.00 340.00 19.60%0.500 5 6.33 0.13 100-Year 1-Hour Onsite Peak Discharge Calculations I =88.8P1 (10 +Td)1.052 Rainfall depth, P1 (in)1.23 Soil Class B Intensity (in/hr)Discharge (ft3/Sec)Q=CIAt The values shown in this table are analysing a 100-Year 1-Hour Storm Event. For basins with a flow length of less than 500 feet, a Time of Concentration of 5 minutes is assumed. Developed Conditions Sub Basin Total Area Impervious Area Percent Impervious C Value Time of Concentration Intensity Flow Rate (Name)At (ft2)Ai (ft2)Ai/At (%)C (From Table) To (min)I (in/hr)Qs (ft3/sec) 1.1 1456.00 0.00 0.00%0.43 5 6.33 0.09 1.2 639.00 639.00 100.00%0.89 5 6.33 0.08 1.3 400.00 15.00 3.75%0.44 5 6.33 0.03 1.4 537.00 0.00 0.00%0.43 5 6.33 0.03 1.5 227.00 227.00 100.00%0.89 5 6.33 0.03 1.6 281.00 223.00 79.36%0.78 5 6.33 0.03 1.7 263.00 263.00 100.00%0.89 5 6.33 0.03 1.8 355.00 52.00 14.65%0.47 5 6.33 0.02 1.9 675.00 675.00 100.00%0.89 5 6.33 0.09 2.1 145.00 145.00 100.00%0.89 5 6.33 0.02 2.2 1590.00 195.00 12.26%0.47 5 6.33 0.11 Basin Flow Rate Calculations I =88.8P1 (10 +Td )1.052 Crystal River Civil LLC 970.510.5312 Page 9 of 11 As required by the City of Aspen, a drywell must be sized for the capacity determined from the full detention volume calculation for a 100-year, 1-hour storm if no overflow path for the BMP is available. Since both drywells have been sized for full detention, the Water Quality Capture Volume for the onsite basin has been fulfilled. This volume will be used to adequately size the onsite drywell. 5.0 Hydraulic Criteria The following analyses were performed using the peak flows of the sub basins described in Section 4.2 of this report. 5.1 Inlets The peak flows for the 100-year, 1-hour storm event in each sub-basin were used to size the proposed inlets. Equations 4.17 through 4.20 from the URMP were used in these calculations. The equations incorporate a 50 percent clogging factor and assume a 40 percent opening in the grates. Water depths used in these calculations are based on the grading around each inlet and safe ponding levels above the inlets. Each inlet takes the smaller value of the weir intersection capacity and the orifice opening capacity, whichever is the smallest. The proposed dimensions of each inlet must be greater than the subbasin peak flow for the 100-year, 1-hour storm. The tables below summarize the calculations for each inlet as well as for the trench drains. 5.2 Pipes The pipes were sized using the calculated flows from the sub-basins that release into them through inlets and downspouts. The Time of Concentration (TOC) is below 5 minutes for all sub- basins, so a reduction was not taken for the intensity. Depth of flow was also calculated in the spreadsheets below to verify requirements set within the URMP. The pipes are all SDR-35 PVC with a manning’s coefficient of .01. Design Q design / Q full values were compared to the wetted area over the diameter squared for each pipe to generate the correct depth of water over diameter Basin Point of Concentration Total Area Impervious Area Impervious Full Detention Depth Factor of Safety Full Detention Storage (Name)(name)(ft2)(ft2)(%)(in)(FOS)(ft3) 1 Drywell 1 4833.00 2094.00 43.33%1.23 1 215 2 Drywell 2 1735.00 340.00 19.60%1.23 1 35 Full Detention Storage Effective Inlet Area, Ae (ft2)Inlet Orifice Capacity, Qo (ft3/s)Weir Flow Capacity, Qw (ft3/s) Orifice Coefficient, Co 0.65 Clogging Factor, Cg 0.5 Area Opening Capacity Ratio, m Weir Coefficient, Cw 3 Water Depth Above Inlet, Ys (ft)0.25 Effective Weir Length, Pe (ft) Inlet Associated Subbasin Inlet Diameter Effective Inlet Area Orifice Flow Capacity Weir Flow Capacity Subbasin Flow (Name)(Name)De (in)Ae (ft2)Qo (ft3/s)Qw (ft3/s)Q (ft3/s) A1-Inlet 1.1 8 0.10 0.27 0.79 0.09 A5-Inlet 1.3 8 0.10 0.27 0.79 0.03 A7-Inlet 1.4 8 0.10 0.27 0.79 0.03 C1-Inlet 1.6 8 0.10 0.27 0.79 0.03 D1-Inlet 1.8 8 0.10 0.27 0.79 0.02 E4-Inlet 2.2 8 0.10 0.27 0.79 0.11 Round Inlet Capacity Calculation 0.6 Ae =1 −Cg (π(De/12 2 )2)m Qo =Co Ae 2gYs Qw =Cw PeYs1.5 Pe =1 −Cg P Crystal River Civil LLC 970.510.5312 Page 10 of 11 pipe. All these ratio values are derived from the Manning’s Equation for partially full pipes. The equations in Section 4.8.4 were used as the basis for these calculations. As specified in the URMP, each pipe was confirmed to be less than 80% full for the 100-year, 1-hour storm event. Design charts giving Qdesign / Q full were downloaded from FHWA and the equations in Section 4.8.4 were used as the basis for these calculations. Calculated pipe sizes and depth of flow for onsite pipes are shown below. 6.0 Proposed Facilities 6.1 Drywells The proposed dual chamber drywell meets the requirements of the URMP. The sizing of the drywell is determined using the capacity calculations summarized in Section 4.4 of this drainage report. Below is a summary showing the drywell dimensions to verify it has capacity. The chamber divider, conical section, and sloped manhole lid were not included in these dimensions, which is why the proposed drywells exceed the storage depth shown in the calculations. Also shown in this table is Drywell 2, which is an existing drywell that is being verified to have capacity for the proposed conditions. Mannings Equation (ft3/s)0.01 Note: Pipe Flow Rate (Q p) is the summation of the flow rates from the the collected sub basins through each pipe, or Qs. Pipe Collected Sub Basins Pipe Flow Rate Slope Min. Pipe Diameter Prop. Pipe Diameter Pipe Max Flow Rate Percent of Capacity d/D Flow Depth Pipe Depth Percent (Name)(#)Qp (ft3/sec)S (%) Dm(in) Dp(in)Qc (ft3/s) Qp/Qc (%)(Chart)d (%) A1 1.1 0.09 1.00%2.8 4 0.248 37%0.39 1.56 39% A2 1.1 0.09 1.00%2.8 4 0.248 37%0.39 1.56 39% A3 1.1 0.09 1.00%2.8 4 0.248 37%0.39 1.56 39% A4 1.2 0.08 1.00%2.7 4 0.248 33%0.36 1.44 36% A5 1.1-1.3 0.20 1.00%3.7 4 0.248 80%0.74 2.96 74% A6 1.1-1.3 0.20 1.00%3.7 4 0.248 80%0.74 2.96 74% A7 1.1-1.4 0.23 1.00%3.9 6 0.731 32%0.35 2.10 35% A8 1.1-1.4 0.23 1.00%3.9 6 0.731 32%0.35 2.10 35% A9 1.1-1.4, 1.8-1.9 0.34 1.00%4.5 6 0.731 47%0.47 2.82 47% B1 1.5 0.03 2.00%1.6 4 0.351 8%0.13 0.52 13% B2 1.5 0.03 2.00%1.6 4 0.351 8%0.13 0.52 13% C1 1.6 0.03 5.00%1.4 4 0.555 6%0.10 0.40 10% C2 1.6 0.03 5.00%1.4 4 0.555 6%0.10 0.40 10% C3 1.7 0.03 5.00%1.4 4 0.555 6%0.11 0.44 11% C4 1.6-1.7 0.07 5.00%1.8 4 0.555 12%0.17 0.68 17% C5 1.6-1.7 0.07 5.00%1.8 4 0.555 12%0.17 0.68 17% C6 1.6-1.7 0.07 5.00%1.8 4 0.555 12%0.17 0.68 17% D1 1.8 0.02 2.00%1.5 4 0.351 7%0.12 0.48 12% D2 1.9 0.09 2.00%2.4 4 0.351 25%0.29 1.16 29% D3 1.8-1.9 0.11 2.00%2.6 4 0.351 32%0.35 1.40 35% D4 1.8-1.9 0.11 2.00%2.6 4 0.351 32%0.35 1.40 35% E1 (Exist)2.1 0.02 2.00%1.3 4 0.351 5%0.10 0.40 10% E2 (Exist)2.1 0.02 2.00%1.3 4 0.351 5%0.10 0.40 10% E3 (Exist)2.1 0.02 2.00%1.3 4 0.351 5%0.10 0.40 10% E4 2.2 0.11 2.00%2.6 4 0.351 31%0.34 1.36 34% Pipe Sectional Area (ft2)Manning Coefficient, n Min. Pipe Diameter, Eq. 4-31 (ft) City of Aspen Pipe Capacity Calculations Ap =π Dp 2 2 Qc = 1.49 n Ap Dp 48 2 3� SDm=nQp k s 3/8 Drywell Name Associated Basin Drywell Diameter Storage Height Gravel Height Internal Capacity External Capacity Combined Capacity Calculated Volume Necessary (Name)(Name)d (ft)h (ft)hg (ft)Vi (ft3)Ve (ft3) V (ft3)(ft3) A 1 5 8 6 157.08 81.29 238.37 214.64 B 2 4 10 4 125.66 44.77 170.43 34.85 Storage Calculation - Drywells Internal Capacity, Vi (ft3)External Capacity,Ve (ft3)Combined Capacity, V (ft3)Vi =hπ(d 2)2 Ve =hg (π(d +1.5 2 )2 −π(d 2)2)V =Vi +Ve Crystal River Civil LLC 970.510.5312 Page 11 of 11 7.0 Operation and Maintenance 7.1 Drywell The drywell shall be inspected and maintained at least every three months to remove any sediment, contaminants, and debris that has settled in the drywell. At minimum, the inspection and maintenance of the drywell shall include the following steps: • Drywell shall be continuously inspected. At minimum, every three months and after every storm event greater than ½ inches. • Remove and dispose of any sediment, solids, debris, and any other waste. All material removed from drywell shall be disposed of at a fitting disposal site and shall meet/comply with all local, State, and Federal waste regulations/jurisdictions. • Regularly inspect the drywells functionality in respect to the time it takes for water to drain in the drywell to mee the maximum required infiltration time of 24 hours is not exceeded. When drain down times in the drywell are larger than 24 hours, the drywell shall be drained via pumping and the infiltrative area of the drywell shall be cleaned and all perforation in the drywell shall be thoroughly washed out. If irregular drainage of the drywell continues as described above, the system may be required to be replaced. 7.2 Inlets Drains shall be inspected and maintained on a regular basis to prevent any clogging and debris from entering the storm system to provide correct functionality. Grates and the adjacent areas to the inlets shall be kept clean and clear of any leaves, soil, and any other solid waste materials to prevent clogging or larger materials from entering in the storm system. Drain sumps and catch basins shall be inspected, at the very minimum, every three months and for each storm event that is greater than ½ inches in depth. All sediment shall be cleaned out or vacuumed from the drain and catch basin. All sediment shall be disposed of correctly, meeting local jurisdictional codes and requirements. Any damage to the grate and the surrounding concrete shall be repaired correctly to maintain functionality of the drain. The grate shall be replaced if excessive damage is present. SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 17 L.2.001 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Tree Removal and Mitigation 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 38 sq ft $ $ % % & & ' ' ( (     F/ R 16'-0 " 43 ' - 0 " 32'-7" 23 ' - 9 " 16 ' - 3 " 1'-6 2 1 / 3 2 " 2'-4 7 / 8 " 5'- 0 " 11'-8 5 / 3 2 " 8'-2"10'-2"10'-0"4'-3" 9' - 0 " 11 ' - 9 " 19 ' - 3 " 32'-7" 2' - 0 " 5' - 6 1 / 4 " 3'-1 5 1 / 6 4 " 10 ' - 5 1 5 / 3 2 " 21 ' - 4 1 1 / 6 4 " 100' = 7901.31' 100' 100' = 7901.31' 1 A300 1 A301 2 A301 2 A300 4 Z004 1 A200 2 A200 2 Z003 2 A210 1 A211 3 A211 4 A211 #DrgID #LayID 2 A402 6 A401 4 A403 2 A404 3 A405 1 A408 1 A407 trees protected #3, #4, and # 5 to NE Plaster covered CMU wall with two layers of 5/8" Type X Gypsum, 1 hour fire wall, Cementitious soffit Proposed fence at the 5' side setback and 5' rear setback, lined on the South with shrubs, see landscaping plan St Moritz R e t a i n i n g w a l l ( n e w , plum and 2' f r o m p r o p e r t y l i n e ) Removal of T r e e # 2 Removal of T r e e # 1 Existing dry well With new p l u m r e t a i n i n g w a l l , structure is 7 . 0 0 1 ' f r o m t h e nearest stuc t u r e 83 bedroom #2 bathe #3 me c h a n i c a l # 2 , h w , w s trash, c o m p o s t , r e c y c l i n g bathe #2 closet boot c u b b i e s & benc h bedroom #3 main entry heat pumps (2) electric meters (2) gas & radon egress egress egress entry ZG garden storage 1/2 bathe cabinet 312 West Hyman Garage F.F.E. = 7902.86 312 West Hyman "Bedroom" F.F.E. = 7901.31 F.F.E. = 7901.36' F.F.E. = 7901.36' F.F.E. = 7901.33' niche mirror benchmud hooks bench ha l l c l o s e t op e n s h e l v e s co u n t e r fireplace appliance old 100, cubbies me c h a n i c a l #1 1 A400 308 sq ft 1,210.75 sq ft 5.00 1 ' 11 . 3 1 3 ' E EG OS W 79 0 4 7903 790 2 7901 7901 7901 79 0 2 7902 7 9 0 3 79 0 3 7 9 0 4 Grav e l o f f alley 79 0 1 + 7902.75 + 7901.36 7901.32 + + 7901.30 7901.32 + + 7901.23 + 7902.98 + 7906.99 + 7902.86 + 7902.80 + 7901.26 + 7901.23 + Inlet 7901.11 + Inlet 7901.11 + 7901.64 7901.33 + + 7901.32 + 7901.23 + 7901.13 + 7901.13 + 7901.13 2% + 7901.29 + 7901.29 + 7901.33 7901.23 + + 7902.98 7902.39 + 7901.81 + ; ;7UHHWREH5HPRYHG'%+ 7UHHWREH5HPRYHG'%+ 0LWLJDWLRQ7UHHVHLJKW$VSHQV  6FDOH  SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 18 L.2.002 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Proposed Landscape Plan 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 38 sq ft $ $ % % & & ' ' ( (     F/ R 16'-0 " 43 ' - 0 " 32'-7" 23 ' - 9 " 16 ' - 3 " 1'-6 2 1 / 3 2 " 2'-4 7 / 8 " 5'- 0 " 11'-8 5 / 3 2 " 8'-2"10'-2"10'-0"4'-3" 9' - 0 " 11 ' - 9 " 19 ' - 3 " 32'-7" 2' - 0 " 5' - 6 1 / 4 " 3'-1 5 1 / 6 4 " 10 ' - 5 1 5 / 3 2 " 21 ' - 4 1 1 / 6 4 " 100' = 7901.31' 100' 100' = 7901.31' 1 A300 1 A301 2 A301 2 A300 4 Z004 1 A200 2 A200 2 Z003 2 A210 1 A211 3 A211 4 A211 #DrgID #LayID 2 A402 6 A401 4 A403 2 A404 3 A405 1 A408 1 A407 trees protected #3, #4, and # 5 to NE Plaster covered CMU wall with two layers of 5/8" Type X Gypsum, 1 hour fire wall, Cementitious soffit Proposed fence at the 5' side setback and 5' rear setback, lined on the South with shrubs, see landscaping plan St Moritz R e t a i n i n g w a l l ( n e w , plum and 2' f r o m p r o p e r t y l i n e ) Removal of T r e e # 2 Removal of T r e e # 1 Existing dry well With new p l u m r e t a i n i n g w a l l , structure is 7 . 0 0 1 ' f r o m t h e nearest stuc t u r e 83 bedroom #2 bathe #3 me c h a n i c a l # 2 , h w , w s trash, c o m p o s t , r e c y c l i n g bathe #2 closet boot c u b b i e s & benc h bedroom #3 main entry heat pumps (2) electric meters (2) gas & radon egress egress egress entry ZG garden storage 1/2 bathe cabinet 312 West Hyman Garage F.F.E. = 7902.86 312 West Hyman "Bedroom" F.F.E. = 7901.31 F.F.E. = 7901.36' F.F.E. = 7901.36' F.F.E. = 7901.33' niche mirror benchmud hooks bench ha l l c l o s e t op e n s h e l v e s co u n t e r fireplace appliance old 100, cubbies me c h a n i c a l #1 1 A400 308 sq ft 1,210.75 sq ft 5.00 1 ' 11 . 3 1 3 ' E EG OS W 79 0 4 7903 790 2 7901 7901 7901 79 0 2 7902 7 9 0 3 79 0 3 7 9 0 4 Grav e l o f f alley 79 0 1 + 7902.75 + 7901.36 7901.32 + + 7901.30 7901.32 + + 7901.23 + 7902.98 + 7906.99 + 7902.86 + 7902.80 + 7901.26 + 7901.23 + Inlet 7901.11 + Inlet 7901.11 + 7901.64 7901.33 + + 7901.32 + 7901.23 + 7901.13 + 7901.13 + 7901.13 2% + 7901.29 + 7901.29 + 7901.33 7901.23 + + 7902.98 7902.39 + 7901.81 +  6FDOH  SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 19 S 0.0 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees General Notes and Typical Details 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 AB Anchor Bolt ABV Above ADDL Additional ALT Alternate APPROX Approximate(ly) ARCH Architect, Architectural B PL Base Plate BF Both Faces BLDG Building BLKG Blocking BM Beam B.O.Bottom Of BOF Bottom Of Footing BOS Bottom Of Steel BOT Bottom BOW Bottom Of Wall BRCG Bracing BRG Bearing BS Both Sides BTWN Between BWP Brace Wall Panel C Steel Channel CANTIL Cantilever CIP Cast-in-place CJ Construction/Control Joint CLR Clear CMU Concrete Masonry Unit COL Column CONC Concrete CONN Connection CONT Continue(s), Continuous CP Cripple Post CSK Countersink, Countersunk CTR Center D Deep, Depth DBL Double DEMO Demolition, Demolish DET Detail DIAG Diagonal DIM Dimension DWG Drawing DWL Dowel EA Each EF Each Face EJ Expansion Joint EL Elevation ELEV Elevator EMBED Embed(ment) EN Edge Nail ENGR Engineer EOS Edge of Slab EQ Equal EQL SP Equally Spaced EW Each Way E-W East-West (E), EXIST Existing EXP Expansion EXT Exterior FAS Fascia(e) FD Floor Drain FDTN Foundation FLG Flange FLR Floor FO Face Of FOC Face Of Concrete FOM Face Of Masonry FOS Face Of Stud FS Far Side FSTNR Fastener FTG Footing GA Gauge GALV Galvanize(d) GC General Contractor GL Glued-Laminated Wood H Height HD Hold-down HDR Header HGR Hanger HORIZ Horizontal HSS Hollow Structural Section I.F.Inside Face INCL Include(d), Including INSUL Insulation INT Interior JNT Joint JST Joist K King Stud KIP Thousand Pounds KIP FT Thousand Pound-feet L Length, Steel Angle LAG Lag Screw LLH Long Leg Horizontal LLV Long Leg Vertical LOC Location LONG Longitudinal LSL Laminated Strand Lumber LVL Laminated Veneer Lumber MATL Material MAX Maximum MC Moment Connection MECH Mechanical MFR Manufacturer MIN Minimum MO Masonry Opening (N)New NIC Not In Contract NS Near Side N-S North-South NTS Not To Scale OC On Center O.F.Outside Face OPNG Opening OPT Option(al) OSB Oriented Strand Board PERIM Perimeter PERP Perpendicular PL Plate PLL Parallel PLYWD Plywood PREFAB Prefabricated PSL Parallel Strand Lumber PT Pressure Preservative Treated RD Roof Drain REF Reference REINF Reinforce(d), Reinforcement REQD Required REV Reverse(d) RO Rough Opening RS Rough Sawn SCHED Schedule SHTHG Sheathing SGN Structural General Notes SIM Similar SIP Structural Insulated Panel SOG Slab On Ground SQ Square SST Stainless Steel STAG Staggered STD Standard STIFF Stiffener STL Steel STRUCT Structure, Structural SW Shear Wall T Trimmer T&B Top And Bottom T&G Tongue-And-Groove TB Trough Bolt TBR To Be Removed TEMP Temporary THD Thread(ed) T.O.Top Of TOB Top Of Beam TOC Top Of Concrete TOF Top Of Footing TOS Top Of Steel TOW Top Of Wall TRANSV Transverse TYP Typical UNO Unless Noted Otherwise VERT Vertical VIF Verify In Field VNR Veneer W Wide-Flange Beam, Wide, Width w/With WF Wide-Flange w/o Without WP Working Point WWF Welded-Wire Fabric BWR STANDARD ABBREVIATIONS BWR SYMBOLS LEGEND STRUCTURAL WALL NON-STRUCTURAL WALL SHEAR WALL OR BRACED WALL FLOOR OR ROOF FRAMING MEMBER BEAM OR HEADER FACE-MOUNT HANGER CONNECTION TOP-FLANGE HANGER CONNECTION COLUMN OR POST BELOW OR CRIPPLE POST COLUMN OR POST CONTINUES UP TO NEXT LEVEL CHANGE IN ELEVATION STEP IN TOP OF FOOTING STEP IN TOP OF WALL S STRUCTURAL WALL ABOVE FOOTING (CONTINUOUS SHOWN WITH FOUNDATION STEM WALL) EXISTING CONSTRUCTION JOIST OR DECK SPAN DIRECTION GENERAL NOTES 1.Contractor shall verify all dimensions and jobsite conditions before commencing work and shall coordinate any discrepancies with the Engineer. 2.Contractor shall review and verify all dimensions shown on Structural drawings with those shown on Architectural drawings. Contractor shall notify the Architect of any discrepancies between the Architectural and Structural drawings and receive written clarifications of discrepancies before proceeding with construction. 3.Use written dimensions. Do not use scaled dimensions. Where no dimension is provided, consult the Engineer for clarification before proceeding with the work. 4.The Contractor is to review Architectural drawings for items that may not be shown on the Structural drawings. All openings in floors, roofs, or structural members that are not detailed per the Structural drawings must be reviewed by the Engineer before proceeding. 5.See Architectural drawings for non-load-bearing elements. All non-loading-bearing elements shall allow for vertical and lateral deflection of structural members. 6.The Contractor is responsible for implementing jobsite safety and construction procedures in accordance with national, state, and local safety requirements. The design, adequacy, and safety of erection bracing, shoring, temporary supports, et cetera, is the sole responsibility of the Contractor and has not been considered by the Engineer. The Contractor is responsible for the stability of the structure prior to the completion of all gravity- and lateral framing, roof- and floor diaphragms, and finish materials. 7.The Contractor is responsible for the coordination of any penetration or use of structure for conduit, raceway, or non-structural items with the Engineer prior to the installation of the non-structural items. 8.General notes shall not substitute for specifications. Conflicts between the two shall be brought to the Engineer's attention, or the stricter criteria shall be used. 9.The Contractor will pay the Engineer for time and expense required to review, design, and coordinate items that were constructed not in conformance with these drawings. 10.The Contractor is responsible for locating and the protection of all existing utilities and adjacent structures throughout all phases of construction. DESIGN CRITERIA 1.CODE: 2015 International Building Code (IBC) and International Residential Code (IRC). 2.DESIGN LOADS: ROOF LOADS: DEAD = 15 PSF SNOW Pf = 70 PSF (Pg = 100 PSF) Per City of Aspen FLOOR LOADS: DEAD = 15 PSF LIVE = 40 PSF (Residential) LATERAL LOADS: WIND 115 MPH (3 Second Gust), Exposure B SEISMIC Site Class D, Design Category C Per City of Aspen, Ss = 0.314 g, S1 = 0.082 g CAST-IN-PLACE CONCRETE 1.Concrete properties shall be determined from designated Exposure Category F Class F2 as described in Section 19.3.1 of the latest edition of ACI 318 unless noted otherwise. a.Minimum Compressive Strength: f'c = 3,500 psi at 28 days, normal weight. b.Maximum water/cement ratio limit (w/cm): 0.45 c.Air Entrainment with 3/4" aggregate size where exposed to freeze/thaw = 6% +/- 1.5% 2.Concrete shall be ready-mixed in accordance with ASTM C94. Portland cement shall conform to ASTM C150, Type I or II. Normalweight aggregate shall conform to ASTM C33. 3.Interior concrete slabs to receive a hard-troweled finish shall not utilize an air-entrained agent nor shall the air content exceed 3%. 4.Calcium Chloride shall not be added to concrete. 5.Material, mixing, placement, and workmanship shall be in accordance with the requirements of the latest edition of the “Building Code Requirements for Reinforced Concrete” (ACI 318) and Section 1905 of the IBC. 6.Concrete Placement: Cold weather is defined by ACI 306 as “The air temperature has fallen to, or is expected to fall below, 40°F;” when cold weather conditions exist, place concrete complying with ACI 306. Hot weather is defined by ACI 305 as “any combination of high air temperature, low relative humidity, and wind velocity tending to impair the quality of fresh or hardened concrete or otherwise resulting in abnormal properties;” when hot weather conditions exist, place concrete complying with ACI 305. 7.All Detailing, Fabrication, and Erection of reinforcing shall conform to latest edition of ACI "Manual of Standard Practice for Detailing Reinforced Concrete Structures" (ACI 315) and the current "Building Code Requirements for Reinforced Concrete" (ACI 318). 8.Reinforcing Steel: ASTM A615:Grade 40 for #3, Grade 60 for #4 and larger. ASTM A706:Where welding is required, at shear wall boundary elements (trim bars) and lateral frame elements ASTM A185:Welded Wire Reinforcement 9.The following minimum concrete cover shall be provided for reinforcement per ACI 318. Concrete cast against and permanently exposed to earth: 3” Concrete cast against forms and exposed to earth or weather #6 through #18 bars:2” #5 bar and smaller:1-1/2” Concrete not exposed to weather or in contact with ground Slabs, walls, joists:3/4” Beams, columns:1-1/2” 10.Unless noted otherwise, lap splices in concrete shall be class "B" tension lap splices (2'-0" minimum) per the latest edition of ACI 318. Stagger alternate splices a minimum of one lap length. Lap welded wire fabric so that the overlap between outermost cross wires of each sheet is not less than the cross wire spacing plus 2 inches. All splice locations are subject to approval by Engineer and shall be made only where indicated on the drawings. Extend all horizontal reinforcing continuous around corners and intersections or provide bent corner bars to match and lap with horizontal bars at corners and intersections of footings and walls. 11.Provide bar supports and spacers to support all reinforcement in proper locations and wire adequately at intersections to hold bars firmly in position while concrete is placed. Bar supports and spacers which rest on exposed surfaces shall be hot dipped-galvanized or epoxy-coated. 12.Vertical dowels shall match the size and spacing of the wall reinforcement and be secured and supported in place prior to placing concrete unless noted otherwise. 13.Location of slab construction or pour joints must be approved by the Engineer if different from those shown on these drawings. Joints shall be placed at a maximum spacing of 15'-0” unless noted otherwise. 14.Isolation Joint Material shall be 1/2" thick full height of joint, unless noted otherwise. 15.All saw cut joints shall be "Sof Cut" sawn as soon as allowed by saw manufacturer recommendations. Joints shall be made within 4 hours in hot weather and within 12 hours in cold weather after slab finish is completed. CONCRETE MASONRY UNITS (SPECIAL INSPECTION REQUIRED) 1.Masonry work shall conform to all requirements of the latest edition of TMS 402 "Building Code Requirements for Masonry Structures." 2.Concrete masonry units shall conform to ASTM C90 unless noted otherwise. Compressive strength on net cross-section area of individual masonry units shall be 1,900 psi. Net area specified compressive strength of masonry (f'm) shall be 1,500 psi. 3.Masonry shall be laid in ASTM C270 Type "S" mortar unless noted otherwise and shall have fill mortar coverage of face shells in both horizontal and vertical joints. Minimum 28 day compressive strength shall be 1,800 psi. 4.Grout for reinforced masonry shall conform to ASTM C476. Grout for reinforced masonry shall have a minimum compressive strength of 2,000 psi at 28 days and shall conform to the following: a.Grout in spaces 3"x4" and greater shall have a slump of 9" to 11" with 3/8" maximum aggregate size. b.Grout in spaces 2"x4" and smaller shall have a slump of 9" and conform to ASTM C476. 5.Horizontal Joint Reinforcing shall be ladder type in CMU wall with no. 9 gauge wire at 16” on center maximum, conforming to ASTM A82. Provide 6" laps at all splices. 6.Cells containing reinforcement shall be solidly filled with grout at lifts not to exceed 4'-8” and the grout shall stop 1-1/2” below the top of course to form a key at pour joints. 7.Provide clean-out openings at the bottom of each grout lift in excess of 5 ft lifts. Openings shall be provided at each cell to be filled with grout. All debris and projecting mortar shall be removed prior to grout placement. 8.Reinforcing steel shall conform to ASTM A615, Grade 60, or ASTM A706. 9.Reinforcement shall be a minimum length of 4'-8” plus required splice. Wall stability during construction is the responsibility of the contractor. The document “Standard Practice for Bracing Masonry Walls Under Construction” requires 48 bar diameter lap lengths under many circumstances. Contractor to verify all minimum lap lengths. Spliced bars shall be tied together. 10.Where reinforcement is not detailed, provide one #5 at all sides of and adjacent to every opening which exceeds 24” in either direction. Extend vertical reinforcement full height of wall and horizontal reinforcement 24” beyond each side of opening. 11.Continue bond beams 2'-0” minimum around corners. Where bond beam steps, lap bond beam courses 2'-0” minimum. Continue bond beam reinforcement through masonry control joints. 12.Vertical reinforcement in walls shall be supported and secured against displacement at 4 foot maximum intervals. 13.When a foundation dowel does not align with the vertical cell to be reinforced, it shall not be bent over. The cells at the dowel location shall also be grouted solid even though it is adjacent to the cell where the vertical reinforcement is located. 14.Grout shall be consolidated by mechanical vibration during placing to minimize voids in the grout. 15.Erected masonry shall be fog sprayed every 8 hours for 48 hours following installation when the air temperature exceeds 100° or when the air temperature exceeds 90° and the wind velocity is greater than 8 mph during the first 48 hours after erection. 16.All concrete masonry units shall be installed using a running bond unit arrangement unless noted otherwise. STRUCTURAL STEEL 1.Structural steel construction, fabrication, and erection shall conform to the latest AISC "Code of Standard Practice for Steel Buildings and Bridges" and applicable provisions of AWS "Structural Welding Code." 2.Steel Materials shall conform to the following: a.Wide Flange Sections: ASTM A992, Fy = 50 ksi b.Channels, Plates, Bars, Angles: ASTM A36, Fy = 36 ksi c.Rectangular HSS Sections: ASTM A500, Grade B, Fy = 46 ksi d.Anchor Rod: ASTM F1554 Grade 36 e.Bolts for Framed Connections: ASTM A325 3.Framed connections shall consist of snug-tightened joints with standard holes in all plies of the joint and 3/4" diameter ASTM A325 bolts unless noted otherwise. 4.Welding electrodes or wires: E70XX unless noted otherwise. Welding shall conform to current AWS "Code for Arc and Gas Welding in Building Construction." All welding shall be performed by an AWS Certified Welder. 5.All copes, blocks, cut-outs, and cutting of structural members shall have all reinforced corners shaped, notch-free, to a radius of 1/2" minimum. 6.Proper access shall be provided for shop and field connections that require Special Inspection. 7.All exposed steel shall be painted unless noted otherwise. All surfaces shall be given a shop coat of approved primer to minimum dry thickness of 2 mils (0.051 mm). Touch up paint of all field welds and serious abrasions to the shop coat with paint compatible with the shop coat. Do not paint surfaces that are to be fire-proofed, embedded in concrete, welded, or in a slip-critical or fully-tensioned connection. 8.The General Contractor shall notify the Engineer of any fabrication or erection issues during construction and await written approval from the Engineer before proceeding with field modifications. The use of a gas cutting torch is not acceptable for field modifications without written approval from the Engineer. 9.Shop drawings will be returned for resubmittal if major errors are found during review. 10.No more than two sets of prints and one set of reproducibles will be reviewed for any individual submittal. 11.Allow a minimum of five working days for review of shop drawings by the Engineer. WOOD 1.Framing lumber shall comply with the latest edition of the “National Design Specification” (NDS) by the American Wood Council. 2.All sawn lumber shall be stamped with the grade mark of a certified lumber grading agency. Moisture content shall not exceed 19%. All sawn lumber shall be Douglas Fir-Larch unless noted otherwise. 3.Sawn Lumber: Smaller dimension ≤4x nominal: no. 2 & better Smaller dimension >4x nominal: no. 1 & better 4.Wood Structural Panels: All panels shall conform to product specification PS2 and shall bear the stamp of the APA or an approved grading agency with the following span ratings: Wall: 1/2" Nominal Thickness (7/16” Minimum), 24/0, Sheathing Nail:8d COMMON @ 6" on center edges (UNO) 8d COMMON @ 12" on center field (UNO) Roof: 5/8" Nominal Thickness (19/32” Minimum) at sloped roofs, 3/4" Nominal Thickness (23/32" Minimum) at flat roofs, 40/20, Sheathing Nail:8d COMMON, ring-shank @ 6" on center edges (UNO) 8d COMMON, ring-shank @ 12" on center field (UNO) Floor: 3/4" Nominal Thickness (23/32” Minimum), 24oc, T&G, Sturd-I-Floor or 48/24, T&G, Sheathing. Glue & Nail:6d COMMON @ 6" on center edges (UNO) 6d COMMON @ 12" on center field (UNO) 5.Framing Anchors: "Simpson" or approved equal. Install with maximum nailing per manufacturer's recommendations. 6.For nailing not shown on these drawings, use IRC nailing schedule, Table R602.3(1). 7.Structural members shall not be cut for pipes, ducts, et cetera, unless specifically noted, detailed, or approved in writing by the Engineer. 8.All members exposed to weather or members in contact with concrete shall be preservative-treated wood stamped by an approved agency. 9.All steel, fasteners, and connectors in contact with wood that has ACQ formulation preservative treatment without ammonia shall be galvanized (G185) per ASTM A653 and ASTM A153 or Type 316L stainless steel. All steel, fasteners, and connectors in contact with wood that has ACQ formulation preservative treatment with ammonia shall be Type 316L stainless steel. 10.Wood stud walls shall be 2x6 at 16" on center unless noted otherwise on plans. Plate anchor bolts shall be 5/8" diameter with 7” embedment in concrete and 4" diameter hook and shall include 3”x3”x1/4” square plate washers at 48" on center maximum unless noted otherwise. A minimum of 2 threads shall extend above the nut, and the sill plate shall not be notched for the square washer or the nut to be installed. Anchor bolts shall be placed at all jambs, corners, intersections, and wall ends. All sill plates shall have a minimum of 2 anchor bolts and should have one anchor bolt within 12” of sill plate breaks or corners. All bottom plates or sills on concrete slabs on ground and on concrete or masonry foundations shall be preservative-treated wood stamped by an approved agency. 11.All non-load-bearing walls below framing shall be slip connected to allow for potential framing deflection and uplift. 12.Provide solid blocking between structural columns and framing below to provide continuous vertical load path to foundation. PROPRIETARY WOOD PRODUCTS 1.Joist types and sizes shall be as indicated on these drawings as manufactured by Weyerhaeuser, TrusJoist, RedBuilt, Boise Cascade Engineered Wood Products, or written approved equals. Substitutions shall be evaluated by a third-party certification service accredited in accordance with ISO/IEC 17065 (e.g., ICC-ES). 2.Joists shall have load-carrying capacity in accordance with the manufacturer's published load tables. Substitutions shall meet or exceed moment, shear, bearing, and stiffness properties of specified members at identical depth and spacing. Installation shall be per manufacturer's recommendations, unless detailed otherwise. 3.Submit shop drawings of layout and required connection details for review by the Engineer prior to fabrication. 4.Engineered Wood Materials shall conform to the following minimum properties: a.Laminated Veneer Lumber (LVL): Fb= 2600 psi, E = 1.9x10^6 psi, Fv= 285 psi minimum. Parallel Strand Lumber (PSL) may be substituted for LVL products with equivalent sizes as long as above minimum properties are met or exceeded. b.Laminated Strand Lumber (LSL): Beam, Stud, Joist (1.55E): Fb= 2325 psi, E = 1.55x10^6 psi, Fv= 310 psi minimum. LVL or PSL may not be substituted by LSL products unless approved in writing by the engineer. Rim Board (1.3E): Fb= 1700 psi, E = 1.3x10^6 psi, Fv= 400 psi minimum. LVL or PSL may not be substituted for LSL products unless approved in writing by the engineer. 5.Multiple plies of material may be used to achieve the total width indicated on drawings. Plies must be joined to form a single member as required by the manufacturer or as detailed. SPECIAL INSPECTIONS 1.The following special inspections are required by design per the latest edition of International Building Code (IBC) Sections 1704 through 1705. a.GENERAL (Section 1704.1): The owner shall employ one or more qualified special inspectors to provide inspections during construction on the types of work listed under Section 1704 of the IBC. Special Inspection shall be in addition to the Inspections required per Section 110 of the IBC. b.CONCRETE CONSTRUCTION (Section 1705.3): The special inspections and verifications for concrete construction shall be as required by Section 1704.4 of the IBC. Continual and periodic special inspection requirements performed as required per Table 1705.3. Material testing will be performed under the General Contractor's supervision according to the requirements of Chapter 26 of the ACI 318. c.MASONRY CONSTRUCTION (Section 1705.4): Masonry construction shall be inspected and evaluated in accordance with TMS 402 and TMS 602 quality assurance program requirements. Special inspection requirements for Occupancy Category IV as required by section 1705.4.1 of the IBC d.SOILS (Section 1705.6): Special inspections for existing site soil conditions, fill placement, and load-bearing requirements shall be as required by Section 1705.6 of the IBC. Continual and periodic special inspection requirements performed as required per Table 1705.6. Special inspections of soils shall be performed in conjunction with the approved project geotechnical report and the construction documents prepared by the registered design professionals. e.CONTRACTOR RESPONSIBILITY (Section 1704.4): Each Contractor responsible for the construction of the lateral system or components requiring special inspection shall submit a written statement of responsibility to the Building Official and the Owner prior to the commencement of work on the system or component per Section 1704.4 of the IBC. f.STRUCTURAL OBSERVATIONS (Section 1704.6): Per IBC Section 1704.6, observation will be performed on items as noted above by the special inspector designated by the Owner. Engineer will perform periodic observation of construction as part of standard Contract Administration services. SHOP DRAWINGS 1.Shop drawings shall be submitted for all structural items and items required by the project specifications for review prior to fabrication. Shop drawings for proprietary products that are designed by the manufacturer shall include calculations stamped by a Professional Engineer licensed in the state where the project is located. 2.The structural drawings shall not be reproduced for use as shop drawings. 3.The Contractor shall review and stamp all shop drawings and product data for conformance with the Construction Documents prior to submitting for Architectural and Engineering review. Contractor is responsible for verification and coordination of dimensions and details for each subcontractor. Any shop drawings or product data not reviewed and stamped by the Contractor will be returned without review. The Contractor shall cloud or flag all items not in accordance with the structural drawings. Verify all dimensions with Architect. 4.Any changes, substitutions, or deviations from the original contract drawings shall be clouded by the manufacturer or fabricator. Any changes, substitutions, or deviations which are not clouded or flagged by submitting parties shall not be considered allowed after the Engineer's review unless specifically noted by the Engineer. 5.Engineer reserves the right to allow or deny any changes to the original drawings at any time before or after shop drawing review. 6.The shop drawings do not replace the original structural drawings. Items omitted or shown incorrectly and which are not noted as allowed by the Engineer or Architect are not to be considered changes to the original drawings. It is the Contractor's responsibility to ensure that items omitted or shown incorrectly are constructed in accordance with the original drawings. 7.All engineering designs and layouts performed by others shall be sealed by a Civil or Structural Engineer licensed in the state in which the project is located. 8.Reviewing is intended only as an aid to the Contractor in obtaining correct shop drawings. Responsibility for correctness and completeness shall rest with the Contractor. 9.Shop drawings shall indicate all roof and floor edges as well as all openings and penetrations. 10.Shop drawings will be returned for resubmittal if major errors are found during review. 11.No more than two sets of prints and one set of reproducibles will be reviewed for any individual submittal. 12.Allow a minimum of five working days for review of shop drawings by the Engineer. FOUNDATION 1.The foundation type and design criteria are based on assumed soil conditions and presumptive values from Section 1806 of the IBC. A professional geotechnical consultant shall be hired by the Owner and/or Contractor to verify these assumptions. 2.Design Parameters: Maximum Allowable Bearing Capacity = 2,000 psf 3.The building is supported on spread footings bearing on competent subgrade. The bottom of all exterior footings to bear 36" minimum below finished grade. 4.The bottom of all footings and slabs shall bear on solid native, inorganic, undisturbed soil or approved compacted fill. 5.A Geotechnical Engineer shall perform an open excavation inspection prior to placing foundations to ensure the bearing capacity is satisfactory. 6.There shall be a minimum compaction to 95% of the maximum dry density (ASTM D698 Standard Proctor) of all backfill of soils under slabs on ground. 7.No concrete shall be placed on frozen soil or in excavation containing water. 8.In case conditions found at the site vary from those indicated on the drawings, the Architect is to be notified so that adjustments to the foundation can be made to meet actual field conditions. 9.No concrete shall be placed in footings or foundation wall without 48 hours notification to allow Engineer to observe the reinforcement if deemed necessary. 10.Backfill shall be placed against both sides of walls simultaneously. Contractor shall provide temporary shoring to prevent movement of walls if backfill is placed before the floor system is in place. 11.All footings shall be centered under walls and columns unless noted otherwise. 12.The design and erection of all shoring, sheeting, soil stability, and dewatering is the sole responsibility of the Contractor. The Contractor shall hire a licensed Engineer to design all shoring and sheeting. 13.Utility and plumbing lines shall not go through or beneath the foundation unless indicated otherwise. TYPICAL CONCRETE SLAB JOINT NOTES: 1.SAW CUT OR POUR STOP AT CONTRACTOR'S OPTION 2.SEE SGNs AND GEOTECH REPORT (IF AVAILABLE) FOR SUBGRADE PREPARATION BEFORE PLACEMENT. CONFLICTS BETWEEN THE TWO SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER, OR THE STRICTER CRITERIA SHALL BE USED. 3.PROVIDE SLAB JOINTS ON ALL COLUMN LINES, UNDER PARTITIONS, AT RE-ENTRANT CORNERS, AND WITHIN MAX SPACING NOTED ON PLANS. 4.JOINT LOCATIONS ARE SUBJECT TO ARCHITECT'S APPROVAL. 5.ALL SAW CUT JOINTS SHALL BE 'SOF-CUT' SAWN AS SOON AS ALLOWED BY SAW MANUFACTURER'S RECOMMENDATIONS. JOINTS SHALL BE MADE WITHIN 4 HOURS IN HOT WEATHER AND WITHIN 12 HOURS IN COLD WEATHER AFTER SLAB FINISH COMPLETED. SAW CUT CONTROL JOINT POUR STOP KEYED CONSTRUCTION JOINT 1x2 CONT KEY, STOP REINF 1" CLR OF JNT EA SIDE REINF, CTR IN SLAB 't ' t/ 4 ( 1 " M I N ) TRUE 'SOF-CUT' STRAIGHT LINE REINF, CTR IN SLAB TYPICAL NAIL SIZES SIZE DESIGNATION1 P12 P22 6d 8d 10d 10dx1 1/2"3 12d 16d 30d 60d COMMON WIRE NAILS1 BOX NAILS1 DIA L DIA L SINKER NAILS1 DIA L PNEUMATIC NAILS2 DIA L ------0.113"2.375" ------0.131"3" 0.113"2"0.099"2"0.092"1.875"- 0.131"2.5"0.113"2.5"0.113"2.375"- 0.148"3"0.128"3"0.12"2.875"- 0.148"1.5"----- 0.148"3.25"0.128"3.25"0.135"3.125"- 0.162"3.5"0.135"3.5"0.148"3.25"- 0.207"4.5"0.148"4.5"0.192"4.25"- 0.263"6"--0.244"5.75"- - - - - - - - - LENGTH, 'L' DI A COMMON WIRE OR BOX NAILS NOTES: 1.ALL PENNYWEIGHT NAILS (DESIGNATED AS 'xxd' IN THE TABLE ABOVE) SPECIFIED ON THESE DRAWINGS SHALL BE COMMON WIRE NAILS UNLESS SPECIFICALLY NOTED AS BOX OR SINKER NAILS. 2.PNEUMATIC NAIL SIZES SHOWN ARE MINIMUM DIMENSIONS. 3.MAY ALSO BE DESIGNATED AS 'TECO' NAIL. DESIGNATED NAIL SIZES LENGTH, 'L' DI A SINKER NAILS TYPICAL LIGHT WOOD WALL FRAMING 2'-0" MIN LAP UNO DBL TOP PL CRIPPLE STUDS @ TYP STUD LAYOUT HDR PER PLAN w/ (6) P2 FACE NAILS THROUGH KING STUD EA END DBL SILL @ OPNGs >6'-0"W P2 NAILS @ 12" OC. (14) NAILS MIN IN LAP. TRIMMER (T) & KING (K) STUDS PER PLAN. (1) T, (1) K IF NOT NOTED. LAMINATE PER TYP MULTI-PLY COLs.RO PER ARCH SIMPSON A35 EA END @ OPNGs >8'-0"W SILL TRIMMER STUD. LAMINATE PER TYP MULTI-PLY COLs. SIMPSON A35 T&B @ OPNGs >6'-0"W. (2) A35s @ OPNGs >8'-0"W. TYPICAL MULTIPLE-PLY BEAMS AND COLUMNS LUMBER SIZE 2x2 LVL3 < 14" LVL3 >= 14" FASTENERS (2) ROWS 10d @ 12" OC (2) ROWS 12d @ 12" OC 2 PLIES 3 PLIES 4 PLIES 1 FACE EA FACE NOTE 1 (2) ROWS 6" SDS SCREWS @ 24" OC (3) ROWS 16d @ 12" OC (3) ROWS 6" SDS SCREWS @ 24" OC 1 FACE EA FACE -- 1 FACE EA FACE -- EA FACE EA FACE - - NOTES: 1.FOR MORE THAN 3 PLIES, ATTACH EACH ADDITIONAL PLY w/ (2) ROWS 10d @ 12" OC. 2.2x DIMENSION LUMBER MEMBERS NOTED ARE 2" NOMINAL THICKNESS. 3.INDIVIDUAL PLIES OF LVL MEMBERS NOTED ARE 1 3/4" THICK. 4.FASTEN PER MANUFACTURER'S DIRECTIONS IF MORE STRINGENT THAN SPECIFIED HEREIN. MULTIPLE-PLY FASTENING SCHEDULE MULTIPLE-PLY MEMBER ELEVATION NS FASTENER FS FASTENER SPACING NOTED IN TABLE EPOXY ADHESIVE 1.Epoxy adhesive shall be Hilti HY-200 V3. Substitutions permitted with written approval by Engineer. 1010 W 24th St Rifle, Colorado 81650 (970) 462-8853 bwr@bwr.pe 31 2 W E S T H Y M A N A V E N U E R E M O D E L AS P E N , C O L O R A D O SHEET SHEET TITLE DRAWN BY:BWR PROJECT ENGR:BWR PROJECT #: 22009 DATE ISSUE 12/14/22 PROGRESS REVISION S0.0 GENERAL NOTES AND TYPICAL DETAILS 14DEC2022 Brian Rossiter bwrpe Digitally signed by Brian Rossiter bwrpe DN: C=US, E=bwr@bwr.pe, O=bwr.pe, CN=Brian Rossiter bwrpe Reason: I have reviewed this document Date: 2022.12.14 13:54:30-07'00' SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 20 S 1.0 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Foundation Plan 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 A A B B C C D D E E 4 4 3 3 2 2 1 1 N TRUE 16'-0"7'-4" 4' - 8 " 10 ' - 8 " 2' - 0 " 11'-4"4'-8" 23'-4" 21 ' - 4 " N TRUE 4' - 0 " 8'-2"10'-2"10'-0"4'-3" 9' - 0 " 11 ' - 9 " 19 ' - 3 " 40 ' - 0 " 32'-7" 2' - 0 " 23 ' - 4 " 1 S2.0 2 S2.0 1/2" FOUNDATION PLAN SCALE: 1/4" = 1'-0" GARAGE FOUNDATION PLAN SCALE: 1/4" = 1'-0" TYPICAL SLABS ON GROUND 4" CONCRETE REINFORCED WITH 6x6-W2.1xW2.1 WWF OR #3 @ 12" OC EW, CENTERED IN SLAB. PROVIDE 1"-DEEP SAW-CUT CONTROL JOINTS @ 12'-0" OC MAX EW. GARAGE PER PLAN THIS SHEET T.O. SLAB 101'-6" TYP T.O. SLAB (E) 100'-0" T.O. CMU 100'-10" TYP @ DOORS TOF 98'-2" TYP TYP TYP @ DOORS (E) CMU FDTN (ASSUMED) (E) CONT CONC FTG (ASSUMED) 3'-0x3'-0x0'-10 PAD FTG w/ (4) #5 BOT BARS EW, 2 PLACES (E) THICKENED SLAB FDTN (ASSUMED), TYP TYPICAL SLABS ON GROUND 4" CONCRETE REINFORCED WITH 6x6-W2.1xW2.1 WWF OR #3 @ 12" OC EW, CENTERED IN SLAB. PROVIDE 1"-DEEP SAW-CUT CONTROL JOINTS @ 12'-0" OC MAX EW. T.O. SLAB 100'-0" TYP TOW 100'-0" TYP TOF 97'-0" TYP T.O. SLAB 100'-0" TYP TOW 100'-0" TYP TOF 97'-0" TYP TOF (INT) 99'-4" TYP DEPRESS STEM & DROP TOP REINF 8" @ DOOR OPNGs, TYP (2) 2 x 6 2'-0x2'-0x0'-10 PAD FTG w/ (3) #5 TRANSV BOT BARS, 2 PLACES F.O. CMUF.O. CONC (E) CHIMNEY ABV TBR PLAN NOTES: 1.SEE S0.0 FOR SYMBOLS LEGEND, ABBREVIATIONS, TYPICAL DETAILS, AND GENERAL NOTES. 2.ALL ELEVATIONS ARE BASED ON A REFERENCE ELEVATION OF 100'-0" AT THE MAIN FLOOR AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. 3.TOP OF FOOTING ELEVATIONS ASSUME ADEQUATE SOILS AT BEARING ELEVATION. VERIFICATION BY GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION IS REQUIRED. 4.VERIFY SIZE AND LOCATION OF WALL STEPS AND OPENINGS ASSOCIATED WITH DOORS AND WINDOWS WITH ARCHITECT PRIOR TO CONSTRUCTION. PLAN NOTES: 1.SEE S0.0 FOR SYMBOLS LEGEND, ABBREVIATIONS, TYPICAL DETAILS, AND GENERAL NOTES. 2.ALL ELEVATIONS ARE BASED ON A REFERENCE ELEVATION OF 100'-0" AT THE MAIN FLOOR AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. 3.TOP OF FOOTING ELEVATIONS ASSUME ADEQUATE SOILS AT BEARING ELEVATION. VERIFICATION BY GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION IS REQUIRED. 4.VERIFY SIZE AND LOCATION OF WALL STEPS AND OPENINGS ASSOCIATED WITH DOORS AND WINDOWS WITH ARCHITECT PRIOR TO CONSTRUCTION. 5.ALL POSTS ARE LABELED AT THE BOTTOM. SEE S0.0 FOR TYPICAL MULTIPLE-PLY COLUMN DETAILS. T.O. LEDGE GRADE -8" 4' - 0 " M I N (3) #5x2'-6 EQ VERT SPACING. DRILL & EPOXY TO (E) FDTN w/ 4" MIN EMBED. TYP. STEP DOWN & WIDEN (N) FDTN @ END OF (E) FDTN, O.F. FLUSH (3) #5x2'-6 EQ VERT SPACING. DRILL & EPOXY TO (E) FDTN w/ 4" MIN EMBED. TYP. 4 S2.0 TYP @ DOORS 3 S2.0 TY P REMOVE (E) CMU TO BELOW SOG EL, TYP WHERE SHOWN THUS #4x2'-0" @ 16" OC (N) SOG TO (E). DRILL & EPOXY w/ 4" EMBED IN (E). 1/2" JNT MATL BTWN (N) SOG & (E) CMU TYPICAL HOLD-DOWN SCHEDULE HOLD-DOWN DETAILS HOLD-DOWN SCHEDULE HOLD-DOWN ANCHOR ROD SIZE EMBED 5/8"7" REQD COL (2) 2xSIMPSON HDU2 5/8"7"SIMPSON HDU4 5/8"7"SIMPSON HDU5 7/8"9"SIMPSON HDU8 H2 MARK (2) 2x (2) 2x (2) 2x H4 H5 H8 1"1'-3"SIMPSON HHDQ14 (4) 2xH14 N/A N/ASIMPSON MST37 (2) 2xS37 SIMPSON MSTC40 (2) 2xS40 SIMPSON MST48 (2) 2xS48 N/A N/A N/A N/A NOTES: 1.INSTALL HOLD-DOWN PER MANUFACTURER'S INSTRUCTIONS. 2. THREADED-ROD EPOXY ANCHORS USED WITH HILTI HY-200 V3 ADHESIVE MAY BE USED FOR HDU2, HDU4, AND HDU5 HOLD-DOWNS WITH 11" EMBED AND FOR HDU8 WITH 13" EMBED. ALL OTHER ANCHORS SHALL BE CIP ANCHOR RODS. EM B E D SW END STUDS PER SW SCHED SILL PL HD PER PLAN & SCHED CONC FDTN PER PLAN THD ROD w/ WASHER & NUT T&B WALL DBL TOP PL RIM BOARD HD STRAP PER PLAN & SCHED FLR SHTHG STUDS BELOW TO MATCH STUDS ABV T.O. WASHER H4 3'-10"2'-9 7/16"3'-0"2" HS S 3 x 3 x 1 / 4 5 S2.0 HSS 3 x 3 x 1 / 4 6 S2.0 3'-0" TYP 3' - 0 " T Y P 2 P L A C E S (2) 2 x 6 PROVIDE 2x BRG PL, 2 PLACES 3 1/2" STEM UNDER SW ABV 16"x10" CONT FTG w/ (2) #5 CONT BOT BARS SEE ARCH. 9'-2 1/2" MIN. 7 S2.0 H4 H4 HD AB EMBED TO BE IN FOOTING THIS SW. 2 PLACES. CMU FDTN, TYP 16"x10" CONT FTG w/ (2) #5 CONT BOT BARS, TYP NO CONN TO (E) FTG 16"x10" CONT FTG w/ (2) #5 CONT BOT BARS, TYP 2 P L A C E S (2) 2 x 6 1010 W 24th St Rifle, Colorado 81650 (970) 462-8853 bwr@bwr.pe 31 2 W E S T H Y M A N A V E N U E R E M O D E L AS P E N , C O L O R A D O SHEET SHEET TITLE DRAWN BY:BWR PROJECT ENGR:BWR PROJECT #: 22009 DATE ISSUE 12/14/22 PROGRESS REVISION S1.0 FOUNDATION PLAN 14DEC2022 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 21 S 1.1 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Upper Level & Garage Roof Framing Plans 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 A A B B C C D D E E 4 4 3 3 2 2 1 1 N TRUE N TRUE 8" 1' - 4 " 8" 1' - 4 " EQ EQ UPPER LEVEL FRAMING PLAN SCALE: 1/4" = 1'-0" GARAGE ROOF PLAN SCALE: 1/4" = 1'-0" SL O P E SL O P E SL O P E GARAGE PER PLAN THIS SHEET T.O. CMU 110'-2" T.O. CMU 110'-2" W1 0 x 4 9 W1 0 x 2 2 W1 0 x 4 9 W1 0 x 2 2 T.O. CMU 108'-6" T.O. CMU 111'-6 3/8" CONN STRUCT FAS TO RAFTER ENDS w/ (4) P2 NAILS, TYP (4 ) 1 6 " L V L 11 7/8" LSL @ 24" OC, TYP UNO (E ) B M ( V I F ) (E) BM (VIF)(E) BM (VIF)(E) BM (VIF) (N) STAIR OPNG. RE: ARCH. DEMO (E) EXT WALL INFILL (E) STAIR OPNG (E) 2x10 @ 16" OC (VIF), TYP 2x6 OUTRIGGERS @ 24" OC, TYP EA END CONT STRUCT FAS CONT STRUCT FAS CONT STRUCT FAS CONT STRUCT FAS CONT STRUCT FAS CONT STRUCT FAS CO N T S T R U C T F A S CO N T S T R U C T F A S CO N T S T R U C T F A S SPECIAL SHEAR WALL SCHEDULE MARK SHTHG EDGE NAILING FIELD NAILING BOT PL NAILING TO RIM FDTN ANCHOR REMARKS 7/16" PLYWD/OSB ONE SIDE 8d @ 6" OC 8d @ 12" OC 16d @ 6" OC 5/8" @ AR @ 48" OC -SW1 1.PLYWOOD/OSB FOR SHEAR WALLS SHALL BE IN ACCORDANCE WITH WOOD SGN AND TABLE ABOVE. 2.SHEAR WALLS SHALL HAVE 2x BLOCKING AT ALL PANEL EDGES NOT SUPPORTED BY WALL FRAMING; BLOCKING MAY BE FLAT. EDGE NAILING SHALL BE APPLIED TO ALL T&B PLs, END STUDS, BLOCKING, AND HOLDOWN STUDS. 3.WALL ANCHOR BOLTS SHALL BE PER WOOD SGN WITH SPACING SPECIFIED IN TABLE ABOVE. 4.PROVIDE 3x OR DBL 2x FRAMING MEMBERS AND BLOCKING AT ALL PANEL EDGES. STAGGER SHEATHING LAYOUT ON EA SIDE WHERE WALLS ARE SHEATHED ON BOTH FACES. 5.PROVIDE 3x SILL PL, PT FOR WALLS AT FOUNDATION LEVEL. 6.GYPSUM WALL BOARD FASTENING SHALL BE #6x1 1/4" TYPE S OR W DRYWALL SCREWS @ 8" OC PANEL EDGES, 12" OC IN FIELD. 7.APPLY SHEATHING TO FACE OF WALL WHERE SYMBOL IS LOCATED, UNO. 8.SOME SHEAR WALL TYPES MAY NOT BE USED IN THIS PROJECT. 8d @ 4" OC 8d @ 12" OC 16d @ 4" OC 5/8" @ AR @ 24" OC -SW2 8d @ 3" OC 8d @ 12" OC 16d @ 3" OC 5/8" @ AR @ 16" OC NOTE 4SW3 7/16" PLYWD/OSB BOTH SIDES 8d @ 6" OC 8d @ 12" OC 16d @ 3" OC 5/8" @ AR @ 16" OC NOTE 4SW4 8d @ 4" OC 8d @ 12" OC 16d @ 2" OC, STAG 5/8" @ AR @ 12" OC NOTES 4, 5SW5 8d @ 3" OC 8d @ 12" OC 16d @ 2" OC, STAG 5/8" @ AR @ 10" OCSW6 NOTES 4, 5 5/8" GYPSUM ONE SIDE NOTE 5 NOTE 5 16d @ 2" OC, STAG 5/8" @ AR @ 48" OCSW7 NOTE 6 7/16" PLYWD/OSB ONE SIDE 7/16" PLYWD/OSB ONE SIDE 7/16" PLYWD/OSB BOTH SIDES 7/16" PLYWD/OSB BOTH SIDES 5/8" GYPSUM BOTH SIDES NOTE 5 NOTE 5 16d @ 2" OC, STAG 5/8" @ AR @ 48" OCSW8 NOTE 6 SW2 STRENGTHEN (E) CMU WALL w/ FIBER-REINFORCED POLYMER (FRP) PANELS APPLIED TO INT & EXT FACES. DESIGN AS SW FOR 2 KIPs WIND FORCE (ASD). (E) CMU WALL TBR CMU LINTEL TBD, TYP UNO (2) 2x8 9 1/4" LSL @ 16" OC 9 1/4" LSL @ 16" OC (E) CHIMNEY TBR PLAN NOTES: 1.SEE S0.0 FOR SYMBOLS LEGEND, ABBREVIATIONS, TYPICAL DETAILS, AND GENERAL NOTES. 2.ALL ELEVATIONS ARE BASED ON A REFERENCE ELEVATION OF 100'-0" AT THE MAIN FLOOR AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. 3.ALL POSTS ARE LABELED AT THE BOTTOM. SEE S0.0 FOR TYPICAL MULTIPLE-PLY COLUMN DETAILS. 4.WOOD BEAMS AT THIS LEVEL (EXCLUDING HEADERS) SHALL BE FLUSH-FRAMED UNLESS NOTED AS (DROPPED). 5.ALL HEADERS AT THIS LEVEL SHALL BE (2) 2x6 U.N.O. PLAN NOTES: 1.SEE S0.0 FOR SYMBOLS LEGEND, ABBREVIATIONS, TYPICAL DETAILS, AND GENERAL NOTES. 2.ALL ELEVATIONS ARE BASED ON A REFERENCE ELEVATION OF 100'-0" AT THE MAIN FLOOR AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. 3.INDICATES CMU HEADER. SEE DET 3/S2.1. (2 ) 9 1 / 4 " L V L 9 1/4" LSL CANTIL (2) 9 1/4" LVL (2) 9 1/4" LVL (2 ) 9 1 / 4 " L V L (2 ) 1 1 7 / 8 " L V L 9 1/4" LSL 9 1/4" LSL 11 S2.0 TYP 10 S2.0 TY P 8 S2.0 TY P 3'-0 1/4" VIF 2 1/16" VIF 9 1/4" LSL 9 1/4" LSL 9 1/4" LSL CUT POCKET INTO T.O. (E) WALL FOR JST BRG SLOPE WALL PER ARCH, 2 PLACES CUT POCKET INTO T.O. (E) WALL FOR BM BRG. PROVIDE 2x BRG PL. (E) CMU WALL TO REMAIN 9 S2.0 TYP (3) 9 1/4" LVL, CANTIL (2 ) 9 1 / 4 " LV L NO T E 5 TY P 12 ' - 9 5 / 8 " ( V I F ) 12 S2.0 13 S2.0 14 S2.0 2 PLACES BEAR ON (2) 2x6, TYP UNO 9 1/4" LSL LEDGER. DRILL & EPOXY TO CMU w/ 1/2"Ø THD ROD @ 16" OC & HILTI HY270 w/ 2" EMBED. T.O. PLYWD (E) 109'-3"LUS 2 8 TY P LU S 4 8 TY P LUS48 L U S 2 8 TYP LUS 2 8 TY P 48" SIMPSON CS16 FROM BM TOP PL TO (E) WALL TOP PL 48" SIMPSON CS16 FROM (N) WALL TOP PL TO (E) WALL TOP PL (2 ) 9 1 / 4 " L V L 15 S2.0 MC8x18.7 MC8x18.7 (N) STAIR PER ARCH NOTE: DO NOT MODIFY CMU OR MASONRY OPENINGS THIS WALL LINE UNO OR APPROVED IN WRITING BY ENGR. NOTE: DO NOT MODIFY CMU OR MASONRY OPENINGS THIS WALL LINE UNO OR APPROVED IN WRITING BY ENGR. CONN ONE FAS TO OTHER @ CORNER w/ (4) P2 NAILS, TYP 1 S2.1 LS S R 1 . 8 1 Z TY P TY P U N O 2 S2.1 T Y P HUC46 w/ (12) TITEN 2 (TNT25234) TO CMU. TYP EA END. L1 L2 L3 L1 L1 L1 INDICATES LINTEL TYPE. SEE DET 3/S2.1, TYP 4 S2.1 E A E N D 2x 6 @ 24 " O C 5 S2.1 6 S2.1 Lx 7 S2.1 NOTE: NAIL (E) SHTHG TO ALL (N) FRAMING PER WOOD SGN. ST R U C T F A S 16 S2.0 SW2 4' - 3 1 / 4 " ( V I F ) (2) 9 1/4" LVL S1.1 UPPER LEVEL & GARAGE ROOF FRAMING PLANS 1010 W 24th St Rifle, Colorado 81650 (970) 462-8853 bwr@bwr.pe 31 2 W E S T H Y M A N A V E N U E R E M O D E L AS P E N , C O L O R A D O SHEET SHEET TITLE DRAWN BY:BWR PROJECT ENGR:BWR PROJECT #: 22009 DATE ISSUE 12/14/22 PROGRESS REVISION 14DEC2022 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 22 S 1.2 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Roof Framing Plan 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" N TRUE PLAN NOTES: 1.SEE S0.0 FOR SYMBOLS LEGEND, ABBREVIATIONS, TYPICAL DETAILS, AND GENERAL NOTES. 2.ALL ELEVATIONS ARE BASED ON A REFERENCE ELEVATION OF 100'-0" AT THE MAIN FLOOR AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. 3.ALL POSTS ARE LABELED AT THE BOTTOM. SEE S0.0 FOR TYPICAL MULTIPLE-PLY COLUMN DETAILS. 4.ROOF BEAMS (EXLUDING HEADERS) SHALL BE FLUSH FRAMED UNLESS NOTED AS (DROPPED). 5.ALL HEADERS AT THIS LEVEL SHALL BE (2) 2x6 U.N.O. TYPICAL PORTAL FRAME - CS-PF OVER WOOD FLR FRAMING OVER CONC FDTN NOTE: CONT WALL SHTHG PER SGN, OMITTED FOR CLARITY 8d NAILS IN 3" GRID, TYP HDR PER PLAN, CONT OVER WALL PANEL SIMPSON LSTA18 I.F. WALL EA END OF OPNG UNO (1) TRIMMER, (1) KING STUD, SHTHG NAILING PER SGN (1) TRIMMER, (1) KING STUD UNO BOT PL ABs PER SGN 4x FLAT BLKG @ PANEL EDGE. LOC EDGE @ WALL MID-HT. (2) TRIMMER STUDS UNO CONC FDTN AB PER SGN 8d NAILS @ 3" OC ALL WALL PANEL FRAMING AS SHOWN 2' - 0 " M A X 10 ' - 0 " M A X T O T . O . H E A D E R WALL OPNG 2'-0" MIN 18'-0" MAX IMTERMED STUDS PER WOOD SGN WALL PANEL PER PLAN WALL CONT DBL TOP PL SIMPSON LSTA18 O.F. WALL EA END OF WALL PANEL P2 NAILS @ 4" OC BOT PL TO RIM/JST FLR SHTHG SOLE PL NAILING PER OTHER DETs RIM/JST EXTEND WALL SHTHG DOWN TO T.O. RIM/JST 16" MIN 16" MIN 1"Ø TIE ROD (A36) 2 PLACES 4'-0"4'-0" ROOF TRUSS ELEVATION SCALE: 1/4" = 1'-0" (4) 11 7/8" LVL TOP CHORD. ATTACH TO (E) 2x6 w/ 2 ROWS P2 NAILS @ 8 " OC. TYP. 4' - 0 " (E) ROOF SHTHG TO REMAIN SUPPORTING WALL, TYP 8 S2.1 9 S2.1 10 S2.1 12 S2.1 13 S2.1 T Y P 5'-3" TYP TYP 14 S2.1 15 S2.1 TYP 16 S2.1 17 S2.1 TURNBUCKLE APPROX 1/3 LENGTH OF ROD FROM BOT, 2 PLACES 5'-2" TYP NOTE: MIRROR DIMENSIONS ABOUT RIDGE LINE INTERSECTION @ B.O. LVL CHORDS A A B B C C D D E E 4 4 3 3 2 2 1 1 (E ) R I D G E B O A R D (E ) R I D G E B O A R D 11 7/8" LVLs SISTERED TO (E) RAFTERS. LAMINATE PER TYP MULTI-PLY BEAMS DET S0.0. TYP. DEMO (E) EXT WALL SL O P E SL O P E SL O P E SL O P E REMOVE (E) CMU CHIMNEY & REPLACE w/ FRAMED CHIMNEY PER DET 11 7 / 8 " LS L 11 7 / 8 " LS L 11 7 / 8 " L V L 11 7 / 8 " L V L DECK BELOW (3 ) 9 1 / 4 " L V L (3 ) 9 1 / 4 " L V L BWP BWP BW P TYP PORTAL FRAME PER DETAIL THIS SHEET (2) 11 7/8" LVL (2) 11 7/8" LVL 11 7 / 8 " LS L 11 7 / 8 " LS L 11 7 / 8 " LS L 11 7 / 8 " LS L 11 7 / 8 " LS L 11 7 / 8 " LS L 11 7 / 8 " LS L 11 7 / 8 " LS L 11 7 / 8 " LS L 11 7 / 8 " LS L (E) 2x6 @ 16" OC SISTERED LVL EA (E) 2x6 BW P BW P BW P TYP BWP: 1.BWPs SHALL BE SHEATHED AND FASTENED PER WOOD SGN. 2.BLOCK & NAIL ALL SHTHG PANEL EDGES; BLKG MAY BE FLAT. TY P 48" SIMPSON CS16 FROM (N) WALL BLKG TO (E) WALL TOP PL IF RAFTER SPACING @ WALL EXCEEDS 18", ADD ADDL LVL RAFTER PAIR LU S 2 1 0 TY P ATTACH (E) SHTHG TO (N) FRAMING PER WOOD SGN @ (N) SKYLIGHT OPNGs, TYP DEMO WALL, HDRs NOTE 5 TYP UNO TY P TRUSS TRUSS TRUSS TRUSS TRUSS TRUSS TRUSS TRUSS TRUSS TRUSSES PER EL THIS SHEET @ 48" OC MAX, TYP TYP HGRs PER 17/S2.1, TYP 30" SIMPSON CS16 ACROSS END OF TRUSS @ (E) TOP PL, TYP LEDGER PER DET, TYP 1010 W 24th St Rifle, Colorado 81650 (970) 462-8853 bwr@bwr.pe 31 2 W E S T H Y M A N A V E N U E R E M O D E L AS P E N , C O L O R A D O SHEET SHEET TITLE DRAWN BY:BWR PROJECT ENGR:BWR PROJECT #: 22009 DATE ISSUE 12/14/22 PROGRESS REVISION S1.2 ROOF FRAMING PLAN 14DEC2022 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 23 S 2.0 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Details 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 SCALE: RE: 1 TYP EXT CMU FDTN WALL 1/2" = 1'-0" S1.0 3" C L R T.O. SLAB SEE PLAN TOF SEE PLAN 1/2" JNT MATL CONC SOG & REINF PER PLAN 8" CMU WALL #4 VERT @ 32" OC w/ 8" STD HOOK IN FTG, ALT TAIL DIRECTION CONC FTG & REINF PER PLAN PERIM FDTN DRAIN SOIL BRG PER GEOTECH BOND BM w/ #5 CONT @ 48" OC & TOW & BOW 4' - 0 " M I N FULLY GROUT CELLS BELOW GRADE SCALE: RE: 2 TYP CMU POUROVER 1/2" = 1'-0" S1.0 3" C L R T.O. SLAB SEE PLAN TOF SEE PLAN CONC SOG & REINF PER PLAN 8" CMU WALL #4 VERT @ 32" OC w/ 8" STD HOOK IN FTG, ALT TAIL DIRECTION CONC FTG & REINF PER PLAN PERIM FDTN DRAIN SOIL BRG PER GEOTECH BOND BM w/ #5 CONT T&B FULLY GROUT CELLS BELOW GRADE #4x2'-0x2'-0 @ 24" OC CONC APRON BY OTHERS TOW SEE PLAN SCALE: RE: 3 TYP EXT FDTN WALL 1/2" = 1'-0" S1.0 8" 3" C L R T.O. SLAB/TOW SEE PLAN TOF SEE PLAN 1/2" JNT MATL CONC SOG & REINF PER PLAN CONC FDTN WALL #4 VERT @ 32" OC w/ 8" STD HOOK IN FTG, ALT TAIL DIRECTION CONC FTG & REINF PER PLAN WALL FRAMING & SHTHG PER WOOD SGN PERIM FDTN DRAIN SOIL BRG PER GEOTECH #5 CONT @ 16" OC, (2) BARS T&B BOT PL & ABs PER WOOD SGN SCALE: RE: 4 TYP DOOR POUROVER 1/2" = 1'-0" S1.0 8" 3" C L R CONC APRON BY OTHERS #4x2'-0x2'-0 @ 24" OC T.O. SLAB SEE PLAN TOF SEE PLAN CONC SOG & REINF PER PLAN CONC FDTN WALL #4 VERT @ 32" OC w/ 8" STD HOOK IN FTG, ALT TAIL DIRECTION CONC FTG & REINF PER PLAN PERIM FDTN DRAIN SOIL BRG PER GEOTECH EXTEND TOP BARS 2'-0" MIN BEYOND DOOR OPNG EA END. BENT BARS @ CORNERS. #5 CONT @ 16" OC, (2) BARS T&B SCALE: RE: 5 POST & PAD FOUNDATION 1/2" = 1'-0" S1.0 TOF SEE PLAN T.O. SLAB SEE PLAN CONC SOG & REINF PER PLAN 1/2" JNT MTL CONC FTG & REINF PER PLAN STL COL PER PLAN BASE PL 3/8x10x0'-10 ATOP 1 1/2" NON-SHRINK GROUT w/ (4) 5/8"Ø AR w/ 6" MIN EMBED NOTE: DRILL & EPOXY (N) CONC REINF INTO (E) SOG w/ 4" EMBED SCALE: RE: 6 FOOTING EXTENSION 1/2" = 1'-0" S1.0 MA T C H (E ) (E) FDTN BELOW GRADE (E) FTG 5/8"Øx8" SIMPSON TITEN HD w/ 4" EMBED @ 6" OC, TYP #4 CONT, TYP #4 @ 12" OC. DRILL & EPOXY w/ 4" EMBED. TYP. EQ EQ 3" C L R TY P PER PLAN BEAR ON UNDIS- TURBED SOIL, TYP SCALE: RE: 7 INT WALL FOUNDATION 1/2" = 1'-0" S1.0 T.O. SLAB SEE PLAN TOF SEE PLAN #4 VERT @ 16" OC w/ 8" STD HOOK IN FTG, ALT TAIL DIRECTION #5 CONT T&B CONC FTG & REINF PER PLAN BEAR ON (E) SOIL 1/2" JNT MATL CONC SOG & REINF PER PLAN BOT PL & ABs PER WOOD SGN WALL FRAMING & SHTHG PER SW SCHED & WOOD SGN NOTE: DRILL & EPOXY (N) CONC REINF INTO (E) SOG w/ 4" EMBED SCALE: RE: 10 TYP FLR - JSTs PERP 3/4" = 1'-0" S1.1 WALL FRAMING & SHTHG PER WOOD SGN OR SW SCHED, TYP T.O. PLYWD SEE PLAN FLR SHTHG & NAILING PER WOOD SGN FLR JSTs PER PLAN CONT DBL 2x TOP PL LSL RIM BOARD NAIL BOT PL PER WOOD SGN OR SW SCHED SIMPSON A35 @ 16" OC SCALE: RE: 11 TYP FLR - JSTs PLL 3/4" = 1'-0" S1.1 WALL FRAMING & SHTHG PER WOOD SGN OR SW SCHED, TYP T.O. PLYWD SEE PLAN FLR SHTHG & NAILING PER WOOD SGN FLR JSTs PER PLAN CONT DBL 2x TOP PL LSL RIM BOARD NAIL BOT PL PER WOOD SGN OR SW SCHED SIMPSON A35 @ 16" OC (5) P2 NAILS TO BLKG JST BLKG @ 48" OC SCALE: RE: 8 TYP FLR JSTs @ STL BM 3/4" = 1'-0" S1.1 T.O. PLYWD SEE PLAN (N) OR (E) JST AS OCCURS & HGR PER PLAN STL BM PER PLAN FLR SHTHG & NAILING PER WOOD SGN CONT 2x TOP PL RIPPED TO BM FLG W w/ 1/2"Ø TB (A307) @ 24" OC BS OF WEB, STAG, CSK IN PL EN (N) & (E) PANELS FULL LENGTH OF BM FULLY PACK BM WEB w/ 2x BOTH SIDES, TIGHT TO BOT FLG. 1/2"Ø TB (A307) @ 12" OC @ BM MID-HT. SCALE: RE: 9 LVL & STL BMs TO HSS 3/4" = 1'-0" S1.1 CONT 2x TOP PL PER 8/S2.0 STL BM PER PLAN LVL BM PER PLAN NOTE: DETAIL DEPICTS TYP CONNs TO HSS FOR ALL LVL AND STL BMs IN PROJECT KNIFE PL 1/4x4 1/2x0'-9 w/ (3) 3/4"Ø TB (A307), CTR IN BM DEPTH PL 1/4x4 1/2x0'-6 w/ (2) 3/4"Ø TB (A325) 1 1/2" EDGES TYP 3" TY P 1/ 2 " TYP 1/4 1/4 SCALE: RE: 12 (N) STL BM 3/4" = 1'-0" S1.1 T.O. PLYWD SEE PLAN (E) JST w/ (N) HGR PER PLAN, TYP STL BM PER PLAN (E) FLR SHTHG (E) WALL FRAMING CONT 2x TOP PL PER 8/S2.0 (2) ROWS 16d NAILS @ 6" OC THROUGH (E) BOT PL TO BM TOP PL SCALE: RE: 13 (N) TO (E) FLR TRANSITION 3/4" = 1'-0" S1.1 1 T.O. PLYWD SEE PLAN (E) FLR SHTHGFLR SHTHG & NAILING PER WOOD SGN FLR JST PER PLAN, TYP (E) FLR JST PER PLAN2x6 LEDGER, ATTACH TO JST PER TYP MULTI-PLY BM DET EN (E) SHTHG TO (N) JST SCALE: RE: 14 BM BRG IN STUD WALL 3/4" = 1'-0" S1.1 1/2" MAX SECTION A-A WALL TOP PL 2x BRG PL BM PER PLAN END PL 3/8 2x BUILT-UP OR SOLID COL PL 1/4x4x0'-8 w/ (4) 3" SDS SCREWS IN 3"x3" PATTERN 3/16 3/16 A A PLYWD SPACER FULLY PACK BM WEB w/ 2x BOTH SIDES, TIGHT TO BOT FLG. 1/2"Ø TB (A307) @ 12" OC @ BM MID-HT. SCALE: RE: 15 BM CONN @ (N) CMU LINTEL 3/4" = 1'-0" S1.1 T.O. PLYWD SEE PLAN BM PER PLAN SHEAR CONN PER 9/S2.0 BM TOP PL PER 8/S2.0 SECTION A-A 3" A A CONSTRUCTION SEQUENCE 1.REMOVE ONLY ENOUGH MASONRY TO SET BEARING PLATE EA END. 2.GROUT CELLS SOLID 24" MIN UNDER BEARING PLATES. 3.SET BASE PLATES ON 3/8" GROUT AND LEVEL PLATES. 4.SAWCUT HORIZONTAL BED JOINTS TO FIT CHANNEL FLANGES ON ONE SIDE OF WALL ONLY. 5.SET FIRST CHANNEL IN PLACE AS SHOWN. 6. SAWCUT MASONRY ON OTHER SIDE OF WALL AND SET SECOND CHANNEL. 7.DRILL THROUGH MASONRY WALL AT BOLT LOCATIONS AND SET BOLTS. DO NOT OVERTIGHTEN. 8.WELD CHANNELS TO BASE PLATES. 9.GROUT BETWEEN TOP FLANGES OF CHANNELS AND TOP OF SAWCUT JOINTS WHERE MASONRY DOES NOT ALREADY BEAR ON FLANGE OF CHANNEL. 10.SAWCUT VERTICAL JAMB AT EACH END OF PLANNED OPENING. 11.REMOVE MASONRY UNDER LINTEL. 12.WELD BOTTOM PLATE TO CHANNELS AS SHOWN. ELEVATION 3/4"Ø TB (A307) @ 16" OC CONT BOT PL 1/4x0'-7 2-123/16 3/16 2-12 CHANNELS PER PLAN BRG PL 3/8x7x0'-7 ON 3/8" NON-SHRINK GROUT (E) CMU CMU LINTEL AS SHOWN ABOVE DECK SHTHG & FRAMING (VIF) TYPICAL CMU LINTEL SCALE: RE: 16 SW HEAD PLL TO JSTs 3/4" = 1'-0" S1.1 WALL FRAMING & SHTHG PER SW SCHED & WOOD SGN (E) FLR SHTHG (E) FLR JSTs CONT TOP PL BLKG @ 48" OCCONT LSL. ATTACH TO EA BLKG w/ (3) P2 NAILS & TO WALL TOP PL w/ (2) ROWS P2 NAILS @ 6" OC SIMPSON A35 CLIP LSL TO (E) JST @ 16" OC EN SHTHG TO LEDGER 1010 W 24th St Rifle, Colorado 81650 (970) 462-8853 bwr@bwr.pe 31 2 W E S T H Y M A N A V E N U E R E M O D E L AS P E N , C O L O R A D O SHEET SHEET TITLE DRAWN BY:BWR PROJECT ENGR:BWR PROJECT #: 22009 DATE ISSUE 12/14/22 PROGRESS REVISION S2.0 DETAILS 14DEC2022 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 24 S 2.1 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Details 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 BOND BM w/ #5 CONT @ 48" OC & TOW & BOW SCALE: RE: 1 GARAGE ROOF BEARING 3/4" = 1'-0" S1.1 8" CMU PER PLAN. REINF w/ #5 VERT @ WALL ENDS, CORNERS, INTERSECTIONS, AND 32" OC SIMPSON A35 @ 24" OCROOF SHTHG & NAILING PER WOOD SGN SOLID BLKG 2x6 CONT STRUCT FAS PER PLAN ROOF RAFTER PER PLAN SIMPSON H3 CLIP EA RAFTER CONT PT 2x8 PL w/ 5/8"Ø AB @ 48" OC SCALE: RE: 2 GARAGE ROOF GABLE 3/4" = 1'-0" S1.1 8" CMU PER PLAN. REINF w/ #5 VERT @ WALL ENDS, CORNERS, INTERSECTIONS, AND 32" OCBOND BM w/ #5 CONT @ 48" OC & TOW & BOW SIMPSON A35 @ 24" OC ROOF SHTHG & NAILING PER WOOD SGNSOLID BLKG 2x6 CONT STRUCT FAS PER PLAN OUTRIGGER PER PLAN SIMPSON H3 CLIP EA RAFTER CONT PT 2x8 PL w/ 5/8"Ø AB @ 48" OCTOW SLOPES, GROUT CELLS BTWN BOND BM & BRG PL EN SCALE: RE: 3 MASONRY LINTEL 3/4" = 1'-0" S1.1 2" C L R LI N T E L D E P T H TOP REINF PER SCHED BOT REINF PER SCHED STIRRUP PER SCHED TYP VERT REINF CMU LINTEL BLOCK @ HEAD NOTES: 1.T&B BARS TO LAP 2 FULL-HT VERT GROUTED CELLS BEYOND JAMB. 2.BOT BARS TO LAP BOND BM BARS 48 BAR DIAMETERS MIN IN ADDITION TO NOTE 1. 3.JAMB VERT REINF TO MATCH WALL REINF UNO. 4.PROVIDE CORNER BARS WHERE END OF LINTEL OCCURS ADJACENT TO END OF WALL. MASONRY LINTEL SCHEDULE MARK REINF LINTEL DEPTH MIN JAMB VERTS STIRRUPS L1 L2 L3 #5 8 1 - #5 T&B 16 1 (2) #5 T&B 24 2 #3 @ 16" OC #3 @ 16" OC SCALE: RE: 4 BEAM POCKET @ CMU 3/4" = 1'-0" S1.1 CMU HDR PER PLAN RAFTER & HGR PER PLAN RIDGE BM PER PLAN 1 1/2"3" 1 1 / 2 " 1 1/2" NON- SHRINK GROUT PL 1/4x4x0'-11 BS w/ (2) 5/8"Ø TB SEAT PL 3/8x5x0'-9 w/ (2) #5 (A706) @ 6" OC 1/2" GAP TYP. MAY BE FIELD WELDED.1/4 SCALE: RE: 5 GARAGE ROOF HEADER 3/4" = 1'-0" S1.1 ROOF SHTHG & NAILING PER WOOD SGN SOLID BLKG 2x6 CONT STRUCT FAS PER PLAN ROOF RAFTER PER PLAN SIMPSON H3 CLIP EA RAFTER SCALE: RE: 6 GARAGE ROOF BEARING 3/4" = 1'-0" S1.1 BOND BM w/ #5 CONT @ 48" OC & TOW & BOW 8" CMU PER PLAN. REINF w/ #5 VERT @ WALL ENDS, CORNERS, INTERSECTIONS, AND 32" OC SIMPSON A35 @ 24" OC ROOF SHTHG & NAILING PER WOOD SGN SOLID BLKG 2x6 CONT STRUCT FAS PER PLAN ROOF RAFTER PER PLAN SIMPSON H3 CLIP EA RAFTER CONT PT 2x8 PL w/ 5/8"Ø AB @ 48" OC HDR PER PLAN SCALE: RE: 7 GARAGE ROOF END WALL 3/4" = 1'-0" S1.1 BOND BM w/ #5 CONT @ 48" OC & TOW & BOW 8" CMU PER PLAN. REINF w/ #5 VERT @ WALL ENDS, CORNERS, INTERSECTIONS, AND 32" OC ROOF SHTHG & NAILING PER WOOD SGN CONT RIM ROOF RAFTER PER PLAN, TYP CONT PT 2x8 PL w/ 5/8"Ø AB @ 48" OC SIMPSON A35 @ 24" OC SCALE: RE: 8 ROOF RAFTER BEARING 3/4" = 1'-0" S1.2 WALL FRAMING & SHTHG PER WOOD SGN CONT DBL 2x TOP PL (E) ROOF SHTHG TO REMAIN (E) ROOF RAFTER BEYOND SOLID BLKG, NOTCH AROUND (E) RAFTERS LVL SISTERED TO (E) RAFTER PER PLANSIMPSON A35 @ 16" OC SIMPSON H3 CLIP EA RAFTER SCALE: RE: 9 ROOF GABLE 3/4" = 1'-0" S1.2 WALL FRAMING & SHTHG PER WOOD SGN BLKG FIRST 2 BAYS @ 24" OC (4) P2 NAILS EA BLKG (E) FAS w/ (3) P2 NAILS EA BLKG SOLID BLKG 2x6 CONT STRUCT FAS PER PLAN SIMPSON H3 CLIP EA RAFTER LVL SISTERED TO (E) RAFTER PER PLAN, TYP (E) ROOF RAFTER, TYP SIMPSON A35 @ 16" OC CONT 2x DBL TOP PL (E) ROOF SHTHG TO REMAIN SCALE: RE: 10 CHIMNEY FRAMING 3/4" = 1'-0" S1.2 SCALE: RE: 11 CHIMNEY FRAMING 3/4" = 1'-0" S1.2 DASHED LINES INDICATE ROOF RAFTER LOCs BELOW 2x4 STUDS @ 24" OC WALL SHTHG & NAILING PER WOOD SGN CS16x24" HD STRAP, 4 PLACES 6" M A X TY P HD STRAP PER 11/S2.1, TYP CONT DBL 2x TOP PL, TYP WALL SHTHG & NAILING PER WOOD SGN 2x4 @ 24" OC, TYP ML24Z BS EA END, TYP (E) 2x6 RAFTER, TYP TRUSS PER PLAN, FS OF (E) 2x6 SISTERED RAFTER PER PLAN, TYP CONT BOT PL, ATTACH TO (N) OR (E) FRAMING w/ 4 1/2" SDS SCREWS @ 6" OC, TYP SEE ARCH FOR CHIMNEY DIMENSIONS 3/4" ROOF SHTHG w/ 8d RING-SHANK NAILS @ 6" OC EDGES, 12" OC FIELD 2x4 RIM BOARD, TYP SHTHG OPNG PER ARCH SIMPSON H3 CLIP EA END EA RAFTER, TYP 2x4 RAFTERS @ 24" OC SOLID BLKG @ OPNG EDGES MA T C H ( E ) CH I M N E Y 11 S2.1 CUT TAIL TO DEPTH PER ARCH 1 1 / 2 " 3 " T Y P 1 1/2" 1'-1" 1 1 7 / 8 " 11"Ø SCALE: RE: 12 TRUSS CONN PLATE 3/4" = 1'-0" S1.2 CUT KNIFE PL TO SEMICIRCLE, CTR'd KNIFE PL 1/4 CTR'd w/IN TRUSS TOP CHORD w/ (9) 1"Ø TB (A307), STAG TRUSS TOP CHORD PER TRUSS EL TIE ROD PER TRUSS EL w/ #3 CLEVIS & 1"Ø TB (E) 2x6 TOP CHORD BEHIND SCALE: RE: 13 TRUSS TOP CHORD 3/4" = 1'-0" S1.2 2x6 x 14'-0" SISTERED TO TOP CHORD, TIGHT TO (E) 2x6. ATTACH TO TOP CHORD w/ 2 ROWS P2 NAILS @ 8" OC. (E) 2x6 RAFTER. ATTACH TO TOP CHORD PER TYP MULTIPLE-PLY BMs DET. TRUSS TOP CHORD PER EL, LAMINATE PER TYP MULTIPLE-PLY BMs DET (E) ROOF SHTHG TO REMAIN SCALE: RE: 14 TRUSS PEAK CONN 3/4" = 1'-0" S1.2 KNIFE PL 1/4x6x1'-3 CTR'd w/IN TRUSS TOP CHORD w/ (8) 1"Ø TB (A307) TRUSS TOP CHORD PER TRUSS EL. NOTCH AROUND (E) RIDGE BOARD TO PROVIDE BEARING. (E) 2x6 BEHIND TOP CHORD (E) ROOF SHTHG TO REMAIN 1 1/2" EDGE TYP 3"x3" GRID TYP SCALE: RE: 15 TRUSS BRG @ (E) WALL 3/4" = 1'-0" S1.2 SCALE: RE: 16 ROOF RAFTER BEARING 3/4" = 1'-0" S1.2 SISTERED RAFTER PER PLAN. ATTACH TO (E) 2x6 PER TYP MULTIPLE-PLY BEAMS DET. TYP. CONT 5 1/2" LVL LEDGER w/ (3) 6" SDS SCREWS EA (E) STUD/TOP PL, TYP EA END SIMPSON ML24Z BS EA END EA (N) RAFTER (E) 2x6 RAFTER NS OR FS AS OCCURS(E) ROOF SHTHG TO REMAIN (E) WALL FRAMING TO REMAIN KING STUD EA SIDE OF POST PLYWD SPACER AS REQD 2x BRG PL STUD PACK FULL WIDTH OF TRUSS (E) ROOF SHTHG TO REMAIN STRAP ACROSS TOP PL PER PLAN (E) 2x6 RAFTERS (E) DBL 2x TOP PLATE (E) WALL STUDS. (E) WALL SHTHG OMITTED FOR CLARITY. (4) 16d NAILS EA KING STUD TO TOP CHORD (E) 2x BLKG, REPLACE IF REQD TRUSS TOP CHORD PER EL SCALE: RE: 17 ROOF RIDGE 3/4" = 1'-0" S1.2 (E) RIDGE BOARD RAFTER SISTERED TO (E) 2x6 PER PLAN (E) 2x6 FS (E) ROOF SHTHG TO REMAIN 2x6 TIGHT UNDER (E) RIDGE BOARD. PROVIDE LU26 HGR EA END @ TRUSS TOP CHORDS. (E) RIDGE BOARD ML26Z EA SISTERED RAFTER TO (E) & (N) RIDGE BOARDS KNIFE PL TIGHT TO SHTHG 2" TYP 3 1 / 2 " EN 1010 W 24th St Rifle, Colorado 81650 (970) 462-8853 bwr@bwr.pe 31 2 W E S T H Y M A N A V E N U E R E M O D E L AS P E N , C O L O R A D O SHEET SHEET TITLE DRAWN BY:BWR PROJECT ENGR:BWR PROJECT #: 22009 DATE ISSUE 12/14/22 PROGRESS REVISION S2.1 DETAILS 14DEC2022 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 25 Z001 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Floor Area Calculations 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 5,976 sq ft 789 sq ft 41 sq ft 16 sq ft 269 sq ft A A B B C C D D E E 4 4 3 3 2 2 1 1 10' R E A R S E T B A C K - P R I N C I P A L B U I L D I N G 5' R E A R S E T B A C K - P R I N C I P A L B U I L D I N G U S E D A S G A R A G E & A C C E S S O R Y B U I L D I N G 5' M I N I M U M S I D E S E T B A C K 5' M I N I M U M S I D E S E T B A C K 10' F R O N T S E T B A C K PRI N C I P A L B U I L D I N G 15' F R O N T S E T B A C K ACC E S S O R Y B U I L D I N G 10' R E A R S E T B A C K - P R I N C I P A L B U I L D I N G 5' R E A R S E T B A C K - P R I N C I P A L B U I L D I N G U S E D A S G A R A G E & A C C E S S O R Y B U I L D I N G 880 sq ft A A B B C C D D E E 4 4 3 3 2 2 1 1 301 sq ft 60 sq ft Floor Area Calculations City of Aspen 312 W Hyman Zoning Submission Existing Main Level Floor Area Calculations Main Level Gross Floor Area (Sq Ft)824 Garage is 269 Sq Ft, attached Main Level Countable Floor Area (Sq Ft)1,091 Existing Deck/Porch Floor Area Calculations 301 Exempt per 26.575.020.D5, Structural Stairs 60 Sq Ft Front Porch Gross Floor Area (Sq Ft)301 Exempt per 15% of allowable, 15% of 3,240 = 486 Deck/Porch Countable Floor Area (Sq Ft)0 Total Existing Floor Area Calculations Sub-grade Floor Area (Sq Ft)0 Lower Level Floor Area (Sq Ft)880 Main Level Floor Area (Sq Ft)789 Subtracted Stairs at upper level Deck/Porch Floor Area (Sq Ft)0 Total Existing Floor Area (Sq Ft 1,669 1 N SCALE: 1/8" = 1'-0" 1 Existing Main Level Floor Area Z001 SCALE: 1/8" = 1'-0" 2 Existing Second Level Floor Area Z001 SCALE: 1' = 1'-0" 3 Floor Area Calculations Z001 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 26 Z002 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Floor Area Calculations 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 5,976 sq ft 1,211 sq ft 489 sq ft 393 sq ft 760 sq ft 656 sq ft 272 sq ft 465 sq ft 1,081 sq ft 38 sq ft A A B B C C D D E E 4 4 3 3 2 2 1 1 5'-0 1 / 6 4 " 308 sq ft Garden Storage (Under Stairs) Stairs Sq Footage Counted on Second Floor Growth commensurate with converting garage to habitable space Wall @ 4'-6" height to add to bedroom/habitable space under stairs, counted at 100% Sq Ft. 5' Set Back 10' R E A R S E T B A C K - P R I N C I P A L B U I L D I N G 5' R E A R S E T B A C K - P R I N C I P A L B U I L D I N G U S E D A S G A R A G E & A C C E S S O R Y B U I L D I N G 5' M I N I M U M S I D E S E T B A C K 5' M I N I M U M S I D E S E T B A C K 10' F R O N T S E T B A C K PRI N C I P A L B U I L D I N G 15' F R O N T S E T B A C K ACC E S S O R Y B U I L D I N G 996 sq ft 311 sq ft 59 sq ft A A B B C C D D E E 4 4 3 3 2 2 1 1 Exterior Structural Stairs Counted on 2nd Floor Exterior Deck (Extended to the North) New Exterior Deck (North East) Down Floor Area Calculations City of Aspen 312 W Hyman Zoning Submission Proposed Main Level Floor Area Calculations Main Level Gross Floor Area (Sq Ft)1,211 Garage converted to habitable Main Level Countable Floor Area (Sq Ft)1,211 Table 26.575.020-2,Size of Garage or Carport First 0 to 250 square feet Proposed Deck/Porch Floor Area Calculations Front Porch Gross Floor Area (Sq Ft)311 Exempt per 15% of allowable, 15% of 3,240 = 486, Front deck is 311. 311 < 486 Deck/Porch Countable Floor Area (Sq Ft)0 Exempt per 26.575.020.D5 Structural Steps Floor Area (Sq Ft)59 Exempt per 26.575.020.D5, as per Assessor, exterior steps Deck/Porch Countable Floor Area (Sq Ft)0 Exempt per 15% of allowable 3240 *.15 = 486, 311 < 486 Total Existing Floor Area Calculations Sub-grade Floor Area (Sq Ft)0 Lower Level Floor Area (Sq Ft)1,211 Garage converted to habitable, extend habitable to the N and E Main Level Floor Area (Sq Ft)996 Extend floor plate to the North and East Total Proposed Floor Area (Sq Ft)2,207 Allowed is 3,240 SF Garage above 250, Square footage as per Next 251 to 500 square feet, 70 SF counts last 35 SF to F 32 Garage is 314 SF, so .5(64) = 32 2,239 Max floor area = 3,240 1,001 Remaining floor area = 3,240 - 2,239 = 1,001 Trash container is exempt Storage under the stairs is exempt Exterior stairs are exempt as per LUC 1 N SCALE: 1/8" = 1'-0" 1 Proposed Main Level Floor Area Z002 SCALE: 1/8" = 1'-0" 2 Second Floor- Floor Area Z002 SCALE: 1' = 1'-0" 3 Floor Area Calculations Z002 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 27 Z003 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Height Measurements 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 ±0" 1 First Floor ±0" 1 First Floor +9'-3" 2 Second Floor +9'-3" 2 Second Floor +18'-3" 3 Roof +18'-3" 3 Roof 19'-3"11'-9"9'-0" 22'-1 5/16" 25'-0" 12'-0 15/32" Existing WoodNew Wood Existing Opening Existing Wood Existing CMU Existing CMU New Stucco New Standing Seam Existing Grade (Most Restrictive) Existing Chimney Cap, Match Height Ridge Detached Garage ±0" 1 First Floor ±0" 1 First Floor +9'-3" 2 Second Floor +9'-3" 2 Second Floor +18'-3" 3 Roof +18'-3" 3 Roof 18'-3 1 / 2 " 19'-7 1/16" 19 ' - 7 1 / 1 6 " 25'-0"Existing Grade (Most Restrictive) SCALE: 1/4" = 1'-0" 2 West Elevation Height Z003 SCALE: 1/4" = 1'-0" 3 Existing South Elevation Z003 Zoning Note: Height Measurement (Z002): since the ridge line of the structure is below the height maximum, this works. SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 28 Z004 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Wall Demolition Calculations 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 467 sq ft39 sq ft 535 sq ft 7 sq ft±0" 1 First Floor ±0" 1 First Floor +9'-3" 2 Second Floor +9'-3" 2 Second Floor +18'-3" 3 Roof +18'-3" 3 Roof 25 sq ft 14 sq ft 14 sq ft 11 sq ft 5 sq ft 76 sq ft The existing wall is 535 Square Feet. The reduction for fenestration is 91 Square Feet The wall area is 444 Square Feet. Demolition on the North Elevation, net of fenestration, is 376 Square Feet. A B 22 sq ft 20 sq ft95 sq ft 84 sq ft389 sq ft 70 sq ft 35 sq ft 32 sq ft 10 sq ft 13 sq ft 95 sq ft456 sq ft 83 sq ft 20 sq ft 20 sq ft±0" 1 First Floor ±0" 1 First Floor +9'-3" 2 Second Floor +9'-3" 2 Second Floor +18'-3" 3 Roof +18'-3" 3 Roof The existing wall is 654 Square Feet. The reduction for fenestration is 90 Square Feet The wall area is 564 Square Feet. Demolition on the East Elevation is 84+20 = 104 Square Feet, net of fenestration. C D EF 404 sq ft 35 sq ft 35 sq ft 10 sq ft 56 sq ft 56 sq ft 598 sq ft ±0" 1 First Floor ±0" 1 First Floor +9'-3" 2 Second Floor +9'-3" 2 Second Floor +18'-3" 3 Roof +18'-3" 3 Roof The existing wall is 598 Square Feet. The reduction for fenestration is 192 Square Feet The wall area is 406 Square Feet. No demolition on the South Facade 536 sq ft 22 sq ft 22 sq ft 10 sq ft 10 sq ft48 sq ft 647 sq ft 19 sq ft 48 sq ft ±0" 1 First Floor +9'-3" 2 Second Floor +18'-3" 3 Roof The existing wall is 647 Square Feet. The reduction for fenestration is 111 Square Feet The wall area is 536 Square Feet. The total demolition on the West Facade is 19 Square Feet. Demoltion Calculations City of Aspen 312 West Hyman Zoning Submission Wall Demolition Wall Label Individual Wall Area (Sq Ft) Area Reduced or Fenestration (Sq Ft) Area of Wall to be Removed (Sq Ft) A- North Wall 535 69 390 B- North Wall 39 24 15 C- East Wall 95 10 85 D- East Wall 20 0 20 E- East Wall 83 13 0 F- East Wall 456 67 0 G- South Wall 598 194 0 I- West Wall 647 111 67 Roof Demolition (Area of Roof for Skylights)1295 0 66 Wall Surface Area Total (Sq Ft)3768 Area Reduced for Fenestration (Sq Ft)488 Area Used for Demo Calculation 643 Demolition Totals Roof and Wall Area Used for Demo Calculation (Sq Ft)643 Surface Area to be Removed (Sq Ft) Total 643 1 W 1 0 0 N 5'-10 1/2" 1'-10 1/2" Si l l 1 ' - 6 1 7 / 6 4 " W 1 0 0 N 5'-10 1/2" 1'-10 1/2" Si l l 1 ' - 6 1 7 / 6 4 " W 1 0 0 N 5'-10 1/2" 1'-10 1/2" Si l l 1 ' - 6 1 7 / 6 4 " W 1 0 0 N 5'-10 1/2" 1'-10 1/2" Si l l 1 ' - 6 1 7 / 6 4 " W 1 0 0 N 5'-10 1/2" 1'-10 1/2" Si l l 1 ' - 6 1 7 / 6 4 " W 1 0 0 N 5'-10 1/2" 1'-10 1/2" Si l l 1 ' - 6 1 7 / 6 4 " A B C D E 4 4 3 3 2 2 1 1 1' Overhang, typ. Solar as per onsite Energy Requirements 16x 64.7 x 47.4 x 1.6" Radon (roof penetration) Vent (Vent Stack) Vent (Vent Stack) Former Boiler Flu (roof penetration), will be vent stack 6" diameter duct Match existing, new construction concrete fiber cement over steel frame Snow Guard (2 bar fence or clip), Fewer penetrations (bar and brackets). As per City of Aspen R910 and Section 1513 Snow Guard (2 bar fence or clip), Fewer penetrations (bar and brackets). As per City of Aspen R910 and Section 1513 Snow Guard (2 bar fence or clip), Fewer penetrations (bar and brackets). As per City of Aspen R910 and Section 1513 Protected entry, as per Ord. 40-2016 Gutters as per Civil Grading and Drainage (Existing) Gutters as per Civil Grading and Drainage Gutters as per Civil Grading and Drainage Gutters as per Civil Grading and Drainage (Existing) Gutters as per Civil Grading and Drainage 1' Garage Overhang, typ. 4:12 4:12 3.5:12 3.5:12 3.5:12 3.5:12 6:12 SCALE: 1/16" = 1'-0" 2 North Walls Wall A and Wall B Z004 SCALE: 1/16" = 1'-0" 3 East Walls Wall C and Wall D and Wall E Z004 SCALE: 1/16" = 1'-0" 4 South Walls F Z004 SCALE: 1/16" = 1'-0" 5 East Wall G Z004 SCALE: 1' = 1'-0" 6 Floor Area Calculations 07272022 Z004 SCALE: 1/16" = 1'-0" 7 Roof- Plan Shows Demo of Roof for Skylights as per table Z004 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 29 Z005 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Site Coverage 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 5,976 sq ft 1,213 sq ft 489 sq ft 393 sq ft 760 sq ft 656 sq ft 272 sq ft 465 sq ft 1,081 sq ft A A B B C C D D E E 4 4 3 3 2 2 1 1 5'-0 1 / 6 4 " 11 ' - 3 3 / 4 " 308 sq ft Garden Storage (Under Stairs) Stairs Sq Footage Counted on Second Floor Growth commensurate with converting garage to habitable space Wall @ 4'-6" height to add to bedroom/habitable space under stairs, counted at 100% Sq Ft. 5' Set Back 10' R E A R S E T B A C K - P R I N C I P A L B U I L D I N G 5' R E A R S E T B A C K - P R I N C I P A L B U I L D I N G U S E D A S G A R A G E & A C C E S S O R Y B U I L D I N G 5' M I N I M U M S I D E S E T B A C K 5' M I N I M U M S I D E S E T B A C K 10' F R O N T S E T B A C K PRI N C I P A L B U I L D I N G 15' F R O N T S E T B A C K ACC E S S O R Y B U I L D I N G 5,976 sq ft 789 sq ft 41 sq ft 16 sq ft 269 sq ft A A B B C C D D E E 4 4 3 3 2 2 1 1 Wall @ 4'-6" height to add to bedroom/habitable space under stairs, counted at 100% Sq Ft. 10' R E A R S E T B A C K - P R I N C I P A L B U I L D I N G 5' R E A R S E T B A C K - P R I N C I P A L B U I L D I N G U S E D A S G A R A G E & A C C E S S O R Y B U I L D I N G 5' M I N I M U M S I D E S E T B A C K 5' M I N I M U M S I D E S E T B A C K 10' F R O N T S E T B A C K PRI N C I P A L B U I L D I N G 15' F R O N T S E T B A C K ACC E S S O R Y B U I L D I N G 10' R E A R S E T B A C K - P R I N C I P A L B U I L D I N G 5' R E A R S E T B A C K - P R I N C I P A L B U I L D I N G U S E D A S G A R A G E & A C C E S S O R Y B U I L D I N G Proposed Development Zoning Allowance and Project Summary City of Aspen 312 W Hyman Zoning Submission Proposed Development Single Family | Remodel Addition Parcel #273512464006 Zone District R6 Existing Allowed (Principal)Allowed (Accessory) Proposed (Principal) Proposed Accessory LUC Reference Setbacks 26.710.060 Front 19’-7”25’25’19’-7”n/a 26.710.060 Rear 33’-6”10’5’33’-6”5’26.710.060 Combined Front/Rear 26.710.060 East Side 2’-4”5’5’2’-4”5’26.710.060 West Side 11 2/3’10’10’11 2/3’5’26.710.040 Medium-Density Residential (R-6). Combined Side 15’15’15’7’-4”, No change to West Principal 5’, Garage/ Combined Variance Approved for site at Conceptual Combined Side Set Back Approved by HPC Distance between Buildings N/A N/A 11.07’, between the garage and the principal N/A 11.07’, between the garage and the principal 26.710.060 Corner Lot N/A N/A n/a N/A N/A 26.710.060 Floor Area (Square Feet)1,669 3,240 2,239.00 Supplemental Breakdown Info Existing Required Proposed LUC Reference Net Leasable/Comm (Sq Ft)Not Req for Residential N/A 26.575.020.I. Open Space %80.79%Not Req for R-6 73.81%26.710.060 Site Coverage 19.21%Not Req for R-6 26.19%26.710.060 On-Site Parking 2 2 2 26.515.030 Site Coverage Existing LUC Reference Gross Lot Area (Sq Ft)6,000 6,000 Z-007, Lot is RS-6 Area of Building Footprint (Sq Ft)1148 1091+41+16 1,586 1211+29+32+314 26.575.020.G. Site Coverage 19.13%26.43% Land Value Summary Actual Value Land $3,200,000 Improvements $718,000 Total $3,918,000 1 N SCALE: 1/8" = 1'-0" 2 Proposed Site Coverage Z005 SCALE: 1/8" = 1'-0" 3 Existing Site Coverage Z005 SCALE: 1' = 1'-0" 4 Site Coverage Z005 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 30 Z006 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Zoning Summary 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 Proposed Development Zoning Allowance and Project Summary City of Aspen 312 W Hyman Zoning Submission Proposed Development Single Family | Remodel Addition Parcel #273512464006 Zone District R6 Existing Allowed (Principal)Allowed (Accessory) Proposed (Principal) Proposed Accessory LUC Reference Setbacks 26.710.060 Front 19’-7”25’25’19’-7”n/a 26.710.060 Rear 33’-6”10’5’33’-6”5’26.710.060 Combined Front/Rear 26.710.060 East Side 2’-4”5’5’2’-4”5’26.710.060 West Side 11 2/3’10’10’11 2/3’5’26.710.040 Medium-Density Residential (R-6). Combined Side 15’15’15’7’-4”, No change to West Principal 5’, Garage/ Combined Variance Approved for site at Conceptual Combined Side Set Back Approved by HPC Distance between Buildings N/A N/A 11.07’, between the garage and the principal N/A 11.07’, between the garage and the principal 26.710.060 Corner Lot N/A N/A n/a N/A N/A 26.710.060 Floor Area (Square Feet)1,669 3,240 2,239.00 Supplemental Breakdown Info Existing Required Proposed LUC Reference Net Leasable/Comm (Sq Ft)Not Req for Residential N/A 26.575.020.I. Open Space %80.79%Not Req for R-6 73.81%26.710.060 Site Coverage 19.21%Not Req for R-6 26.19%26.710.060 On-Site Parking 2 2 2 26.515.030 Site Coverage Existing LUC Reference Gross Lot Area (Sq Ft)6,000 6,000 Z-007, Lot is RS-6 Area of Building Footprint (Sq Ft)1148 1091+41+16 1,586 1211+29+32+314 26.575.020.G. Site Coverage 19.13%26.43% Land Value Summary Actual Value Land $3,200,000 Improvements $718,000 Total $3,918,000 1 SCALE: 1:0.50 2 Zoning Summary Z006 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 31 Z008 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Forestry Site Coverage 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 5,976 sq ft 488.75 sq ft 392.75 sq ft 760.25 sq ft 656.25 sq ft 271.75 sq ft 464.75 sq ft 1,081 sq ft 1 2 3 4 5 678 9 10 1112131415 16 10' F R O N T S E T B A C K PRI N C I P A L B U I L D I N G 5' M I N I M U M S I D E S E T B A C K SCALE: 1/8" = 1'-0" 1 First Floor- Tree Z008 Site Total RS-6 6000 SF Tree Protection Zone/Pervious Space North/East Trees 680.25 SF South State Tree 760.25 SF Tree Site Coverage 1,440.50 SF Tree Site % 24.01% Impervious Site Coverage Chalet 1210.75 SF Garage 307.5 SF Enclosure 32.25 SF Build out site 1550.50 Build out site % 25.84% Pervious Open Space North 1064.50 SF South East 488.75 SF South West 392.75 SF West Tree 464.75 SF * East Tree 271.75 SF * Open Space 2682.50 Open Space% 44.71% Pavers/skirt ~5.44 % * East and West Deciduous trees counted toward open space North West Garage/Trash Enclosure Strengths: º Aligned with existing site disturbance, the railroad tie retaining wall º Leaves the largest open space in the backyard º No/little impact to trees #3, #4 and #5 and no impact to Aspens along East property line º Does not interfere with existing utilities (maybe gas, but not electric) º Benefits to house across alley (north), views to Shadow Mountain º Minor negative to St Moritz, but ridge line is 12'-6" and grade steps down 3' grade (from the property line to the NE corner of the garage) and 6' retaining wall, so impact is negligible to St Moritz º Distance between the Garage and the Residence is 11', goes to 12' with the 2.5' side setback º Keep all trees, gravel between the alley and the garage º Distance between the property line and Tree #1 is 15'-7", if the neighboring retaining wall is plum and does not encroach on the West property line. Weaknesses: º Minimal impacts to Trees #1 and #2, development, both permeable and hardscape in the Tree #1 drip-line 13' from retaining wall to tree #1 (layout assumes less than 5' setback or additional/variance to combined side setback in R6. If the retaining wall was plum this measurement would be 15' º Impact to existing utilities, gas, which runs to the West and South of tree #1 º Difficult entry, entry from the East due to grade changes at the alley º Drainage SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 32 A101 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Architectural Site Plan 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 1,210.75 sq ft 38 sq ft A A B B C C D D E E 4 4 3 3 2 2 1 1 1.55 5 ' 2.40 6 ' 11.6 8 ' 5.00 1 ' 314.25 sq ft Proposed fence at the 5' side setback and 5' rear setback, lined on the South with shrubs, see landscaping plan St Moritz R e t a i n i n g w a l l ( n e w , plum and 2 ' f r o m p r o p e r t y l i n e ) Removal of T r e e # 2Removal of T r e e # 1 Existing dry well With new p l u m r e t a i n i n g w a l l , structure is 7 . 0 0 1 ' f r o m t h e nearest stu c t u r e E EG OS W 79 0 4 7903 790 2 7901 7901 7902 79 0 1 79 0 2 7902 7 9 0 3 79 0 3 7 9 0 4 10' R E A R S E T B A C K - P R I N C I P A L B U I L D I N G 5' R E A R S E T B A C K - P R I N C I P A L B U I L D I N G U S E D A S G A R A G E & A C C E S S O R Y B U I L D I N G 5' M I N I M U M S I D E S E T B A C K 10' F R O N T S E T B A C K PRI N C I P A L B U I L D I N G 15' F R O N T S E T B A C K ACC E S S O R Y B U I L D I N G 312 West Hyman Garage F.F.E. = 7902.86 312 West Hyman "Bedroom" F.F.E. = 7901.31 F.F.E. = 7901.36' F.F.E. = 7901.36' F.F.E. = 7901.33' mech. #1 5' side N SCALE: 1/8" = 1'-0" 1 Architectural Site Plan A101 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 33 A103 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Main Level Proposed Plan 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 38 sq ft A B C D E 4 4 3 3 2 2 1 1 F/ R 16'- 0 3 / 6 4 " 43 ' - 0 " 32'-7" 23 ' - 9 " 16 ' - 3 " 1'-6 2 1 / 3 2 " 2'-4 7 / 8 " 5'- 0 " 11'-8 5 / 3 2 " 8'-2"10'-2"10'-0"4'-3" 9' - 0 " 11 ' - 9 " 19 ' - 3 " 32'-7" 2' - 0 " 5' - 6 1 / 4 " 3'-5 2 7 / 6 4 " 10 ' - 5 1 5 / 3 2 " 21 ' - 4 1 1 / 6 4 " 100' = 7901.31' 100' 100' = 7901.31' 4 Z004 1 A301 2 A301 2 A211 1 A211 3 A211 4 A211 2 A402 6 A401 4 A403 2 A404 3 A405 1 A408 1 A407 trees protected #3, #4, and # 5 to NE Proposed fence at the 5' side setback and 5' rear setback, lined on the South with shrubs, see landscaping plan St Moritz R e t a i n i n g w a l l ( n e w , plum and 2 ' f r o m p r o p e r t y l i n e ) Removal of T r e e # 2 Removal of T r e e # 1 Existing dry well With new p l u m r e t a i n i n g w a l l , structure is 7 . 0 0 1 ' f r o m t h e nearest stu c t u r e UP bedroom #2 bathe #3 me c h a n i c a l #2 , h w , w s (1 4 s q f t ) trash, c o m p o s t , r e c y c l i n g bathe #2 closet boot c u b b i e s & be n c h bedroom #3 main entry heat pumps (2) electric meters (2) gas & radon egress egress egress entry w/d cshp/louvered door 1/2 bathe cabinet 312 West Hyman Garage F.F.E. = 7902.86 312 West Hyman "Bedroom" F.F.E. = 7901.31 F.F.E. = 7901.36' F.F.E. = 7901.36' F.F.E. = 7901.33' niche mirror benchmud hooks bench ha l l c l o s e t op e n s h e l v e s co u n t e r fireplace appliance old 100, cubbies mech. #1, 38 sq. ft.1 A300 1 A200 2 A200 2 Z003 2 A300 1 A400 N SCALE: 1/4" = 1'-0" 1 First Floor A103 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 34 A104 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Second Level Proposed Plan 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 A A B B C C D D E E 4 4 3 3 2 2 1 1 F DW RE 4 Z004 1 A301 2 A301 2 A2118'-2"10'-2"10'-0"4'-3" 9' - 0 " 11 ' - 9 " 19 ' - 3 " 32'-7" 40 ' - 0 " 1'-6"3'-6"1'-6" 4' - 0 " 9'-4" 11 ' - 6 " 9'-3" 9'-3" 1 A300 1 A200 2 A200 2 Z003 2 A300 1 A410 1 A411 1 A412 2 A413 3 A414 kitchen bathe #1 living room down deck cabinet/ drawers fireplace bedroom 1 cl o s e t bench/ storage down egress pantry open to entry below slat art wall 180" = 15' 112" = 9' - 4" N SCALE: 1/4" = 1'-0" 1 Second Floor A104 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 35 A105 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Roof Plan Proposed 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 W 1 0 0 N 5'-10 1/2" 1'-10 1/2" Si l l 1 ' - 6 1 7 / 6 4 " W 1 0 0 N 5'-10 1/2" 1'-10 1/2" Si l l 1 ' - 6 1 7 / 6 4 " W 1 0 0 N 5'-10 1/2" 1'-10 1/2" Si l l 1 ' - 6 1 7 / 6 4 " W 1 0 0 N 5'-10 1/2" 1'-10 1/2" Si l l 1 ' - 6 1 7 / 6 4 " W 1 0 0 N 5'-10 1/2" 1'-10 1/2" Si l l 1 ' - 6 1 7 / 6 4 " W 1 0 0 N 5'-10 1/2" 1'-10 1/2" Si l l 1 ' - 6 1 7 / 6 4 " A B C D E 4 4 3 3 2 2 1 1 1' Overhang, typ. Solar as per onsite Energy Requirements 16x 64.7 x 47.4 x 1.6" Radon (roof penetration) Vent (Vent Stack) Vent (Vent Stack) Former Boiler Flu (roof penetration), will be vent stack 6" diameter duct Match existing, new construction concrete fiber cement over steel frame Snow Guard (2 bar fence or clip), Fewer penetrations (bar and brackets). As per City of Aspen R910 and Section 1513 Snow Guard (2 bar fence or clip), Fewer penetrations (bar and brackets). As per City of Aspen R910 and Section 1513 Snow Guard (2 bar fence or clip), Fewer penetrations (bar and brackets). As per City of Aspen R910 and Section 1513 Protected entry, as per Ord. 40-2016 Gutters as per Civil Grading and Drainage (Existing) Gutters as per Civil Grading and Drainage Gutters as per Civil Grading and Drainage Gutters as per Civil Grading and Drainage (Existing) Gutters as per Civil Grading and Drainage 1' Garage Overhang, typ. 4:12 4:12 3.5:12 3.5:12 3.5:12 3.5:12 6:12 6 13/16" 173.74mm 2X 1 1/16"26.99mm THRU 3 3/16" 80.49mm 5 3/16" 131.29mm 1 3/8" 34.29mm 5/8" 15.88mm 6" 152.40mm 1" 25.40mm 3 1/2" 88.90mm 3 X 5/16"7.94mm THRU 1:3 Cut Sheet - PP314HI2AL 3/12/2018 Installation to be completed in accordance with manufacturer's written specifications and installation instructions.1. See spec sheet or contact manufacturer for detailed material, finishes, and configuration options.2. Contact manufacturer for detailed layout.3. Do not scale drawings.4. Subject to change without notice.5. Scale: 289 Harrel Street Morrisville, VT 05661 Phone: 1.888.766.4273 Fax: 1.888.766.9994 Email: Info@alpinesnowguards.com The Solaria Corporation Level 7, 330 Collins Street Melbourne, Victoria 3000 Australia | www.solaria.com/australia | Copyright © 2021 The Solaria Corporation Product specifications are subject to change without notice.AUS-DAT-0004 Rev 04 5-2021 %chieZing oZer  eƾcienc] 7oParia Power<8 soPar panePs are one oJ the highest power panePs in the residentiaP and coQQerciaP soPar QarOet. 'oQpared to conZentionaP panePs 7oParia Power<8 panePs haZe Jewer gaps between the soPar cePPs this Peads to higher power and superior aesthetics. 7oParia Power<8 Pure &PacO81 panePs are QanuJactured with bPacO bacOsheet and JraQes enhancing a hoQe or buiPdingƅs architecturaP beaut]. (eZePoped in the 97% 7oPariaƅs patented cePP cutting creates a highP] rePiabPe Power<8 cePP where busbars and ribbon interconnections coQQon JaiPure points are ePiQinated. 7oPariaƅs patented paneP asseQbP] then pacOages the cePPs into the Power<8 soPar paneP reducing inactiZe space between the cePPs. 8his process Peads to an e\ceptionaPP] cost eJJectiZe and eƾcient soPar paneP. Higher Efficiency, Higher Power 7oParia Power<8 panePs achieZe oZer  eƾcienc] conZentionaP panePs achieZe  Ɓ  eƾcienc]. 7oParia Power<8 panePs are one oJ the highest power panePs aZaiPabPe. Lower System Costs 7oParia Power<8 panePs produce Qore power per sUuare Qeter area. 8his reduces instaPPation costs due to Jewer baPance oJ s]steQ coQponents. Improved Shading Tolerance 7ubstrings are interconnected in paraPPeP within each oJ the Jour paneP Uuadrants which draQaticaPP] Powers the shading Posses and boosts energ] ]iePd. 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'ountr] oJ 1anuJacture 'hina The Solaria Corporation Level 7, 330 Collins Street Melbourne, Victoria 3000 Australia | www.solaria.com/australia | Copyright © 2021 The Solaria Corporation Product specifications are subject to change without notice.AUS-DAT-0004 Rev 04 5-2021 1.0in 25mm 5.8in 148mm 64.7in1644mm 5.8in 148mm 1.0in25mm 47.4in1204mm 14.4in367mm 35.9in911mm POSITIVE (+)1000mm[39.4in]NEGATIVE (-)1000mm[39.4in] 7mm[0.276in] X 10mm[0.394in]4X MOUNTING SLOTS 'B'4.5mm[0.18in] 4X GROUNDING HOLES 'A' 1.57in40.0mm 1.38in35.0mm .07in1.7mm .43in11.0mm A BB B BA A A D C B AA B C D 12345678 8 7 6 5 4 3 2 1 E F E F REV XT- A 0 1 8 D 02 02 POWERXT-XXXR-PMX 3/15/2019M. LAU 6200 Paseo Padre Parkway, Fremont, CA 94555+1 510 270 2500www.solaria.com XT-A018 SHEET 3 OF 3 UNLESS OTHERWISE SPECIFIED: SCALE: 1:5 WEIGHT: 18.5 kg REVDRAWING NUMBERDSIZE DESCRIPTIONNAMEDATE THIRD ANGLE PROJECTION ENG APPR. DRAWN FINISH MATERIAL INTERPRET DRAWINGPER ASME Y14.100-2004INTERPRET GEOMETRICTOLERANCING PER ASME Y14.5M-1994DO NOT SCALE DRAWING DIMENSIONS ARE IN MM [IN]TOLERANCES:ANGULAR: 0.5LINEAR X 0.50LINEAR .X 0.25LINEAR .XX 0.13 APPLICATION USED ONNEXT ASSY PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THISDRAWING IS THE SOLE PROPERTY OFSOLARIA CORPORATION. ANY REPRODUCTION IN PART OR AS A WHOLEWITHOUT THE WRITTEN PERMISSION OF SOLARIA CORPORATION IS PROHIBITED. NOTES: THE TOLERANCES AND DIMENSIONS ON THIS PAGE ARE FORTHE REFERENCE OF THE INSTALLER FOR MANUFACTURING INFORMATIONREFER TO MANUFACTURING DRAWINGS Power<8®6P1 Performance at NOCT (800W/m2, 20°C Amb, Wind 1 m/s, AM 1.5) Max Power (Pmax)[W]294.2 Open Circuit Voltage (Voc)[V]47.73 Short Circuit Current (Isc)[A]8.05 Max Power Voltage (Vmp)[V]39.22 Max Power Current (Imp)[A]7.50 Temperature Characteristics NOCT [ºC]45 +/-2 Temp. Coeff. of Pmax [% / ºC]-0.39 Temp. Coeff. of Voc [% / ºC]-0.29 Temp. Coeff. of Isc [% / ºC]0.04 Design Parameters Operating temperature [ºC]-40 to +85 Max System Voltage [V]1000 Max Fuse Rating [A]20 Bypass Diodes [#]4 Mechanical Characteristics Cell Type Monocrystalline Silicon Dimensions (L x W x H)1644mm x 1204mm x 40mm 64.7" x 47.4" x 1.6" Weight 21 kg / 46 lbs Glass Type / Thickness AR Coated, Tempered / 2.8mm Frame Type Black Anodised Aluminum Cable Type / Length 12 AWG PV Wire (UL) / 1000mm Connector Type Genuine MC4 (Male: PV-KST4, Female: PV-KBT4) Junction Box IP68 / 4 diodes Front Load 5400 Pa* Rear Load 3600 Pa* * Refer to Solaria Installation Manual for details Certifications / Warranty Certifications IEC 61215/61730 (Ed. 2016) Fire Class (UL 790)C Safety Class IEC 61140, Class II Power, Parts & Labor Warranty 25 years* * Warranty details at www.solaria.com/australia Packaging Stacking Method Horizontal / Palletised Panels/ Pallet 25 Pallet Dims (L x W x H)67.7" x 49.6" x 49.1" 1720mm x 1260mm x 1246mm Pallet Weight 575 kg / 1268 lbs Pallets / 40-ft Container 18 Panels / 40-ft Container 450 IV Curves vs. Irradiance (400W Panel) .98in25mm 5.83in148mm 64.72in 1644mm 5.83in148mm .98in25mm 47.40in 1204mm 14.43in366.50mm 35.87in911mm POSITIVE (+)1000mm [3.3 IW]NEGATIVE (-)1000mm [3.3 IW] 7mm[0.276in] X 10mm[0.394in]4X MOUNTING SLOTS 'B'4.5mm[0.18in] 4X GROUNDING HOLES 'A' 1.57in40mm 1.38in 35mm .07in1.70mm .43in 11mm A B A A A B B B D C B AA B C D 12345678 8 7 6 5 4 3 2 1 E F E F REV XT - A 0 1 8 D 02 02 POWERXT-XXXR-PMX 3/15/2019M. LAU 6200 Paseo Padre Parkway, Fremont, CA 94555+1 510 270 2500www.solaria.com XT-A018 SHEET 3 OF 3 UNLESS OTHERWISE SPECIFIED: SCALE: 1:5 WEIGHT: 18.5 kg REVDRAWING NUMBERDSIZE DESCRIPTIONNAMEDATE THIRD ANGLE PROJECTION ENG APPR. DRAWN FINISH MATERIAL INTERPRET DRAWINGPER ASME Y14.100-2004INTERPRET GEOMETRICTOLERANCING PER ASME Y14.5M-1994DO NOT SCALE DRAWING DIMENSIONS ARE IN MM [IN]TOLERANCES:ANGULAR: 0.5LINEAR X 0.50LINEAR .X 0.25LINEAR .XX 0.13 APPLICATION USED ONNEXT ASSY PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THISDRAWING IS THE SOLE PROPERTY OFSOLARIA CORPORATION. ANY REPRODUCTION IN PART OR AS A WHOLEWITHOUT THE WRITTEN PERMISSION OF SOLARIA CORPORATION IS PROHIBITED. NOTES: THE TOLERANCES AND DIMENSIONS ON THIS PAGE ARE FORTHE REFERENCE OF THE INSTALLER FOR MANUFACTURING INFORMATIONREFER TO MANUFACTURING DRAWINGS Comprehensive 25-Year Warranty 0 1 2 3 4 5 6 7 8 9 10 0 5 10 15 20 25 30 35 40 45 50 55 CU R R E N T ( A ) VOLTAGE (V) Solaria Proprietary and Confidential Information ©2016 Do Not Copy, Replicate, or Reproduce. Years 25-year Power, Parts and Labor from Solaria Typical Tier 1 industry warranty 100% 90% 80% 98% 5 10 251520 86% 81% Wo r k m a n s h i p L i m i t FRAME PROFILE Performance at STC (1000W/m2, 25° C, AM 1.5) PowerXT-400R-PM Max Power (Pmax)*[W]400 Efficiency [%]20.2 Open Circuit Voltage (Voc)*[V]51.68 Short Circuit Current (Isc)*[A]9.97 Max Power Voltage (Vmp)[V]43.08 Max Power Current (Imp)[A]9.28 Power Range [W]-0/+5 * Measurement Tolerance Pmax +/-3%, Tolerance Voc +/- 2%, Tolerance Isc +/- 4% DaVinci HeatSmart™ Heat Exchanger Page 1 of 7 17602218 - 3/18/2022 Travis Industries, Inc. Compatibility Notes This kit with any DaVinci or Maestro fireplace with TouchSmart™ controls. Overview The heat exchanger is designed to circulate room air through the fireplace to extract heat from the exhaust stream and deliver that heat back into the room. The heat exchanger is installed in line with the venting and air from a blower is routed through the exchanger and back into the room through a register. Install the heat exchanger when venting the appliance. Make sure all work on ducts is complete and sealed before installing drywall. Packing List  Heat Exchanger Vent section  Blower Assembly with Strain Relief  Blower Grill  Heat Exchanger Lead (2 wire Molex)  Register Boot - 6” Dia. to 6” x 12” (153mm Dia. to 153mm x 305mm)  Output Register (12” x 6”) (305mm x 153mm)  33’(10.06M) of 6”(153mm) Diameter Duct (U.L. 181)  10” starter collar (for use with inline 180 fan only) N SCALE: 1/4" = 1'-0" 1 Roof Plan A105 2 PP314HI2AL_cutsheet A105 3 Datasheet_PowerXT_Resi-400PM_AU A105 4 Datasheet_PowerXT_Resi-400PM_AU A105 5 17602218 A105 Note: Today this is a cold roof with attic vents. The current attic vents and screens are in disrepair (upon viewing from the attic) We are proposing removing the dropped ceiling, removing the attic vents and exposing the rafters, adding insulation and updating the light and vent in a Chalet style. The only exterior change, will be converting the attic vents to the same size rough opening, but installing hopper fenestration for light and vent. U-Value for horizontal fenestration = .50 as per IECC 2021 6kw solar electric system for (2) separate meters based on 16 panels on the garage. With 10% shade loss and 15% snow loss for the year the system will produce about 14,862kWh. For the batteries= (5). The homeowner’s goals are to have the batteries supplying power for both panels during a grid outage for hours or days during the winter, hence the larger size. During the winter with snow coverage, the panels would not produce much to replenish the batteries once they are drained. Electric car charger hook up as per City of Aspen. SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 36 A106 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Main Level Existing Plan 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 41 sq ft A A B B C C D D E E 4 4 3 3 2 2 1 1 W/D W/D 6'-10" 3 Z003 2 Z004 3 Z004 2 A204 KITCHEN BATHROOM BEDROOM LIVING ROOM F.P. STORAGE BEDROOM CLOSET STORAGE GARAGE MECHANICAL STORAGE GARAGE UP up N SCALE: 1/4" = 1'-0" 1 First Floor Existing A106 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 37 A107 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Second Level Existing Plan 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 A A B B C C D D E E 4 4 3 3 2 2 1 1 3 Z003 2 Z004 3 Z004 2 A204 11'-5 1/16" KITCHEN BATH BEDROOM LIVING ROOM F.P. BEDROOM CLOSET DOWN DOWN N SCALE: 1/4" = 1'-0" 1 Second Floor Existing A107 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 38 A108 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Roof Plan Existing 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 A A B B C C D D E E 4 4 3 3 2 2 1 1 3 Z003 2 Z004 3 Z004 2 A204 Vent Radon (roof penetration) Vent Former Boiler Flu (roof penetration) Existing chimney, stucco over concrete blook 3.5:12 3.5:12 3.5:12 3.5:12 SCALE: 1/4" = 1'-0" 1 Roof Existing A108 SCALE: 6" = 1'-0" 2 513 W. Hyman.5.19.22.279 A108 SCALE: 6" = 1'-0" 3 513 W. Hyman.5.19.22.240 A108 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 39 A200 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Elevations Proposed 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 ±0" 1 First Floor ±0" 1 First Floor +9'-3" 2 Second Floor +9'-3" 2 Second Floor +18'-3" 3 Roof +18'-3" 3 Roof 3' - 9 6 3 / 6 4 " 11 4 5 / 6 4 " New Wood Existing Wood New CMU Existing Wood Existing Synthetic Treads Rebuilt Stucco ±0" 1 First Floor +9'-3" 2 Second Floor +18'-3" 3 Roof Existing Wood Existing CMU New CMU New Wood Existing Asphalt New Wood New WoodNew Stucco New Skylights New Stucco, Match, typ New CMU Heat Pump, Louvered SCALE: 1/4" = 1'-0" 1 North Elevation A200 SCALE: 1/4" = 1'-0" 2 East Elevation A200 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 40 A201 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Elevations Proposed 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 ±0" 1 First Floor ±0" 1 First Floor +9'-3" 2 Second Floor +9'-3" 2 Second Floor +18'-3" 3 Roof +18'-3" 3 Roof Existing CMU Existing Wood ±0" 1 First Floor +9'-3" 2 Second Floor +18'-3" 3 Roof 22'-1 5/16" 25'-0" 13'-6 15/32" Existing WoodNew Wood Existing Opening Existing Wood Existing CMU Existing CMU New Stucco New Standing Seam SCALE: 1/4" = 1'-0" 1 South Elevation A201 SCALE: 1/4" = 1'-0" 2 West Elevation A201 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 41 A203 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Existing Elevations 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 ±0" 1 First Floor ±0" 1 First Floor +9'-3" 2 Second Floor +9'-3" 2 Second Floor +18'-3" 3 Roof +18'-3" 3 Roof ±0" 1 First Floor ±0" 1 First Floor +9'-3" 2 Second Floor +9'-3" 2 Second Floor +18'-3" 3 Roof +18'-3" 3 Roof SCALE: 1/4" = 1'-0" 1 Existing North Elevation A203 SCALE: 1/4" = 1'-0" 2 Existing East Elevation A203 SCALE: 1:0.33 3 312wHyman_WEB303 A203 SCALE: 1:0.33 4 312wHyman_WEB304 A203 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 42 A204 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Existing Elevations 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 ±0" 1 First Floor ±0" 1 First Floor +9'-3" 2 Second Floor +9'-3" 2 Second Floor +18'-3" 3 Roof +18'-3" 3 Roof 18'-3 1 / 2 " 19'-7 1/16" 19 ' - 7 1 / 1 6 " 25'-0"Existing Grade (Most Restrictive) 1 2 3 4 ±0" 1 First Floor ±0" 1 First Floor +9'-3" 2 Second Floor +9'-3" 2 Second Floor +18'-3" 3 Roof +18'-3" 3 Roof SCALE: 1/4" = 1'-0" 1 Existing South Elevation A204 SCALE: 1/4" = 1'-0" 2 Existing West Elevation A204 SCALE: 1:0.27 3 312wHyman_WEB301 A204 SCALE: 1:0.26 4 312wHyman_WEB302 A204 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 43 A211 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Garage Elevations 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 +9'-3" 2 Second Floor +18'-3" 3 Roof PV Array ±0" 1 First Floor +9'-3" 2 Second Floor +18'-3" 3 Roof 6' - 0 " New 6" WoodNew Stucco PV Array trees #3-5 ±0" 1 First Floor ±0" 1 First Floor +9'-3" 2 Second Floor +9'-3" 2 Second Floor +18'-3" 3 Roof +18'-3" 3 Roof 13'-6 15/32" ±0" 1 First Floor +9'-3" 2 Second Floor +18'-3" 3 Roof SCALE: 1/4" = 1'-0" 1 Garage Elevation North A211 SCALE: 1/4" = 1'-0" 2 Garage South Elevation A211 SCALE: 1/4" = 1'-0" 3 East Elevation A211 SCALE: 1/4" = 1'-0" 4 West Elevation A211 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 44 A220 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Elevations Preservation Plan 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 ±0" 1 First Floor ±0" 1 First Floor +9'-3" 2 Second Floor +9'-3" 2 Second Floor +18'-3" 3 Roof +18'-3" 3 Roof 3' - 9 6 3 / 6 4 " 11 4 5 / 6 4 " New Wood Existing Wood New CMU Existing Wood Existing Synthetic Treads Rebuilt Stucco ±0" 1 First Floor +9'-3" 2 Second Floor +18'-3" 3 Roof Existing Wood Existing CMU New CMU New Wood Existing Asphalt New Wood New WoodNew Stucco New Skylights New Stucco, Match, typ New CMU Heat Pump, Louvered ±0" 1 First Floor ±0" 1 First Floor +9'-3" 2 Second Floor +9'-3" 2 Second Floor +18'-3" 3 Roof +18'-3" 3 Roof Existing CMU Existing Wood ±0" 1 First Floor +9'-3" 2 Second Floor +18'-3" 3 Roof 22'-1 5/16" 25'-0" 13'-6 15/32" Existing WoodNew Wood Existing Opening Existing Wood Existing CMU Existing CMU New Stucco New Standing Seam ±0" 1 First Floor ±0" 1 First Floor +9'-3" 2 Second Floor +9'-3" 2 Second Floor +18'-3" 3 Roof +18'-3" 3 Roof ±0" 1 First Floor ±0" 1 First Floor +9'-3" 2 Second Floor +9'-3" 2 Second Floor +18'-3" 3 Roof +18'-3" 3 Roof ±0" 1 First Floor ±0" 1 First Floor +9'-3" 2 Second Floor +9'-3" 2 Second Floor +18'-3" 3 Roof +18'-3" 3 Roof 18'-3 1/ 2 " 19'-7 1/16" 19 ' - 7 1 / 1 6 " 25'-0"Existing Grade (Most Restrictive) 1 2 3 4 ±0" 1 First Floor ±0" 1 First Floor +9'-3" 2 Second Floor +9'-3" 2 Second Floor +18'-3" 3 Roof +18'-3" 3 Roof SCALE: 1/8" = 1'-0" 1 North Elevation A220 SCALE: 1/8" = 1'-0" 2 East Elevation A220 SCALE: 1/8" = 1'-0" 3 South Elevation A220 SCALE: 1/8" = 1'-0" 4 West Elevation A220 SCALE: 1/8" = 1'-0" 5 Existing North Elevation A220 SCALE: 1/8" = 1'-0" 6 Existing East Elevation A220 SCALE: 1/8" = 1'-0" 7 Existing South Elevation A220 SCALE: 1/8" = 1'-0" 8 Existing West Elevation A220 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 45 A300 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Transverse Sections 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 E D C B A ±0" 1 First Floor 3' - 9 " 1' - 0 " New flu and cap as per mfg. (75' max), as per EPA Chimney cap and flashing, seal penetration MR Gypsum liner Steel structural (box), 10 guage Fiber cement exterior (match existing typ.) E D C B A ±0" 1 First Floor SCALE: 1/4" = 1'-0" 1 transverse at chimney (new) A300SCALE: 1/4" = 1'-0" 2 transverse at Bedroom #2 A300 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 46 A301 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Longitudinal Sections 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 ±0" 1 First Floor +9'-3" 2 Second Floor +18'-3" 3 Roof 4 3 2 1 ±0" 1 First Floor +9'-3" 2 Second Floor +18'-3" 3 Roof 4' - 4 " garden storage bedroom # 2 casework SCALE: 1/4" = 1'-0" 1 Longitudinal at Stairs A301 SCALE: 1/4" = 1'-0" 2 longitudinal at Bedroom #2 and Garden Storage A301 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 47 A500 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Schedules 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 WINDOW TYPE Fixed Fixed Fixed Fixed Fixed Fixed VIEW DIMENSIONS 1'-0"×1'-0"1'-2"×4'-0"2'-0"×2'-0"2'-0"×2'-6"2'-0"×3'-0"2'-0"×4'-0" NOTES WINDOW LEGEND WINDOW SCHEDULE WINDOW NUMBER ROOM ID W 0N W 0N W 1N W 1N W 2E W 3E W 4E W 5E W 6E W 6E W 7N W 7N W 7N W 8N W 9N W 11E W 12E W 14E W 15E W 16E W 17N W 18N W 19N ROOM NAME WIDOW SIZE NOMINAL WIDTH 6'-10" 4'-0" 2'-6" 2'-4" 3'-10" 2'-1" 3'-10" 3'-10" 3'-10" 2'-0" 2'-0" 1'-2" 3'-0" 6'-0" 3'-0" 7'-0" 7'-0" 7'-0" 6'-0" 6'-0" 2'-0" 4'-3" 4'-3" NOMINAL HEIGHT 4'-9" 5'-2" 5'-0" 4'-9" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 4'-0" 2'-0" 4'-0" 4'-0" 2'-0" 4'-0" 4'-0" 5'-0" 5'-0" 3'-6" 3'-6" 4'-0" 4'-0" 4'-0" TYPE Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed HEAD DETAIL JAMB DETAIL SILL DETAIL ACCESORIES STC U-VALUE .29/.36 .29/.36 .29/.36 .29/.36 Single Single Single Single Single Single .29/.36 .29/.36 .29/.36 .29/.36 .29/.36 Single Single Single Single Single .29/.36 .29/.36 .29/.36 TEMPERED <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> REMARKS SCALE: 1' = 1'-0" 1 Window Legend A500 SCALE: 1' = 1'-0" 2 Window Schedule A500 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 48 A501 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Schedules 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 TYPE ---Flush Flush Flush Flush Flush Flush VIEW DIMENSIONS 3'-0"×6'-8"1'-10"×8'-0"2'-0"×8'-0"2'-10"×8'-0"2'-2"×8'-0"2'-4"×8'-0"2'-6"×8'-0" NOTES DOOR LEGEND DOOR SCHEDULE DOOR NUMBER ROOM ID D 0N D 1E D 1N D 1N D 1N D 2E D 2N D 2N D 2N D 2N D 3E D 3N D 3N D 4N D 4N D 5N D 6N D 6N D 7N D 8N D 8N D 9N D 18N D 18N D 18N D 18N D 19N D 20N D 22E D 23N D 24N D 25N ROOM NAME DOOR LEAF NOMINAL WIDTH 3'-0" 3'-0" 6'-0" 6'-0" 2'-2" 7'-9" 2'-4" 2'-8" 4'-0" 2'-4" 7'-9" 3'-0" 2'-6" 7'-9" 3'-0" 7'-9" 3'-6" 2'-4" 2'-0" 2'-6" 2'-6" 2'-6" 1'-10" 2'-0" 2'-10" 2'-0" 3'-0" 2'-6" 3'-0" 13'-6" 5'-0" 3'-0" NOMINAL HEIGHT 6'-8" 8'-0" 7'-6" 7'-6" 8'-0" 6'-5" 8'-0" 8'-0" 8'-0" 8'-0" 6'-5" 2'-9" 8'-0" 6'-5" 6'-8" 6'-5" 7'-6" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 6'-8" 8'-0" 6'-6" 8'-0" 6'-9" 8'-0" LEAF THICKNESS 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" MATERIAL Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined TYPE HEAD DETAIL JAMB DETAIL SILL DETAIL HARD WARE SET ACCESORIES RATINGS FIRE <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> STC REMARKS Width, Matches Width of Exiting/Historic Fenestration/Doors on the South and East facades SCALE: 1' = 1'-0" 1 Door Legend A501 SCALE: 1:0.95 2 Door Schedule A501 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 49 A600 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Assemblies 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 5/8" GWB 2X6 FRAMING R-21 BATT STRUCTURAL PLY AIR AND VAPOR BARRIER 1 1/2" RIGID INSUL. W/ 1 X FURRING R-5 AIR SPACE WOOD SIDING TOTAL R-VALUE = 26 W1 5/8" GWB 2X6 FRAMING R-21 BATT STRUCTURAL PLY AIR AND VAPOR BARRIER 1 1/2" RIGID INSUL. W/ 1 X FURRING R-5 AIR SPACE STUCCO TOTAL R-VALUE = 26 W2 ● STANDING SEAM MEMBRANE ROOF ● 1/2" DENSDECK ● 1 1/2" POLYISO RIGID INSUL R7.5 ● 3/4" SHEATHING ● WOOD RAFTERS RE: STRUCT ● SPRAY FOAM (7" @ 6.5R/in) R45.5 ● HAT CHANNELS ● WOOD T&G TOTAL R VALUE = R53 COA DEWPOINT CALCULATOR: R Value of Assembly = 55.32 Temp. of Condensing Surface = 68.9 (must be greater than 41 degrees) R1 5/8" GWB 2X6 FRAMING R-21 BATT STRUCTURAL PLY AIR AND VAPOR BARRIER 1 1/2" RIGID INSUL. W/ 1 X FURRING R-5 AIR SPACE STUCCO TOTAL R-VALUE = 26 W3 SLAB ON GRADE ● 2" RIGID INSULATION ● 15 MIL VAPOR RETARDER ● 4" GRAVEL ● UNDISTURBED OR COMPACTED SUBGRADE F1 ● STANDING SEAM METAL ROOF ● 1/2" DENSDECK ● 1 1/2" POLYISO RIGID INSUL R7.5 ● 3/4" SHEATHING ● WOOD RAFTERS RE: STRUCT ● SPRAY FOAM (7" @ 6.5R/in) R45.5 ● HAT CHANNELS ● GWB TOTAL R VALUE = R53 COA DEWPOINT CALCULATOR: R Value of Assembly = 55.32 Temp. of Condensing Surface = 68.9 (must be greater than 41 degrees) R2 ● CARPET AND PAD ● 3/4" PLYWOOD(UNDERLAYMENT GRADE) ● 1X2 SLEEPERS ● 2" RIGID INSULATION ● 15 MIL VAPOR RETARDER ● 4" GRAVEL ● UNDISTURBED OR COMPACTED SUBGRADE F2 5/8" GWB (or two layers Type X for Garage) CMU Block (filled) STRUCTURAL PLY AIR AND VAPOR BARRIER 1 1/2" RIGID INSUL. W/ 1 X FURRING R-5 AIR SPACE STUCCO TOTAL R-VALUE = 26 (tbc) W4 (W3 Garage, 1 Hour Firewall) 5/8" GWB (OR TWO LAYERS MRG) R-.5625 10 GAUGE STEEL (BOX) FIBER CEMENT BOARD STRUCTURAL PLY R-.62 AIR AND VAPOR BARRIER 1 1/2" RIGID INSUL. W/ 1 X FURRING R-5 AIR SPACE STUCCO TOTAL R-VALUE = 16.5 (tbc) W 5 Chimney and Flu (Rebuilt) May 20, 2022 4:24 PM Quote: 110504 Job Name: 312 W HYMAN Tag: 312 W HYMAN 2 - of -17 Loewen Proposes to Furnish The Products Within This Quote - Errors and Omissions Excepted Group 1 Item: 1 Qty: 1 Picture (Direct Set)Label: LIVING Exterior View Frame Size : 74 3/4" (1899mm) x 49 3/4" (1264mm)Rough Opening : 75 1/2" (1918mm) x 51 7/32" (1301mm) Casing Not Required Unit Shape/Build Options LIVING Not Impact Certified Rectangular (Or Square) Douglas Fir Picture (Direct Set) - 2019 Dimension Details Jamb: 6 11/16" (170mm) Finish Options Frame: Primed Sash: Sash Color Matches Frame Color Int Frame: Natural Wood Glazing Options Heat Smart Double 272 Interior Surface LOW-E - i89 4 MM Glass Thickness Black Stainless Steel Spacer Black Bar(63) 1/2"(13mm) C/W Capillary Tubes Less Argon Casing Options BC Subsill Shingle Kerf Not Required Attachment Options Field Installed Dripflash Nailing Flange: Head, Left, Right 5/8" (16MM) Jamb Extension Face Miscellaneous Options Cubes: 23 N Performance Data Not Impact Certified U-value: 0.24 Visible Transmittance: 0.61 Solar Heat Gain Coefficient: 0.35 Performance Grade: CW-PG40 Item: 2 Qty: 1 Mulled Composite Unit Label: LIVING Exterior View Frame Size : 75 1/2" (1918mm) x 50 1/4" (1276mm)Rough Opening : 76 1/4" (1937mm) x 51 11/16" (1313mm) Casing Not Required Composite Options LIVING Unit - Unit Number of Sub Units: 2 Rectangular (Or Square) Sub Units Picture Awning and Casement Combo Dimension Details Jamb: 6 11/16" (170mm) Finish Options Frame: Primed Int Frame: Natural Wood Casing Options BC Subsill Shingle Kerf Not Required Attachment Options Field Installed Dripflash Nailing Flange: Head, Left, Right 5/8" (16MM) Jamb Extension Face Wood Type Options Douglas Fir Miscellaneous Options N Sub Item: 2-1 (3)Qty: 1 Picture (Direct Set)Label: LIVING Unit Shape/Build Options Not Impact Certified Picture (Direct Set) - 2019 Dimension Details Width: 57 1/2" (1461mm) Finish Options Sash: Sash Color Matches Frame Color Glazing Options Heat Smart Double 272 Interior Surface LOW-E - i89 4 MM Glass Thickness Black Stainless Steel Spacer Black Bar(63) 1/2"(13mm) C/W Capillary Tubes Less Argon Casing Options No Cas-Component Unit-Check Parent Miscellaneous Options Cubes: 18 Performance Data Not Impact Certified U-value: 0.24 Visible Transmittance: 0.61 Solar Heat Gain Coefficient: 0.35 Performance Grade: CW-PG40 SCALE: 1" = 1'-0" 1 Assemblies A600 SCALE: 1' = 1'-0" 2 Loewen 312 W Hyman 5.20.22 A600 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 50 A601 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Assemblies- Skylights 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 0-9 o o 0:12 - 2:12 Sky-Global Product Management 1-800-88-VELUX www.VELUXUSA.com 1418 Evans Pond Road Greenwood, SC 29649 R VELUX VELUX is a registered trademark FCM - Fixed Curb Mounted Skylight STANDARD GLAZING OPTIONS: · Laminated LowE3 (04) · Tempered LowE3 (05) · Impact (06) · White Laminated (08) Skylight Width Frame Width (Outside Curb) (Inside Curb) Frame Aperture Width Maximum Skylight Clearance Width 8769523434 1257 1257 4622 4646 1181 1181 851 648 648 648 2234 2222 2246 3046 3030 851 775 572 572 572 775 37 1/29528763434 648 1257 572 1181 49 1/2 49 1/2 4622 4646 851 648 953 1257 851 1181 876 572 1181 775 33 1/2 25 1/2 25 1/2 25 1/22234 2222 2246 3046 3030 33 1/2 38 5/839 1/834 1/237 1/239 1/8 38 5/8 27 1/8 51 1/8 51 1/8 50 5/8 22 1/225 1/2 49 1/2 46 1/2 26 5/8 50 5/8 51 1/8 27 1/8 39 1/8 51 1/8 35 1/8 26 5/8 34 5/8 27 1/8 35 1/8 46 1/249 1/2 37 1/2 25 1/2 49 1/2 34 1/2 22 1/2 46 1/2 33 1/2 30 1/2 50 5/8 26 5/8 38 5/8 50 5/8 34 5/8 27 1/8 27 1/8 35 1/8 51 1/8 26 5/8 26 5/8 34 5/8 50 5/8 30 1/2 46 1/2 22 1/2 22 1/2 22 1/2 30 1/2 46 1/2 34 1/2 689 689 689 892 892 994 1299 1299 676 676 676 879 981 1286 879 1286 689 994 1299 1299 1299 892 994 689 676 676 981 981 1286 1286 1286 879 0.60 0.92 1.39 0.68 0.77 0.68 0.50 0.33 9.85 8.27 7.27 15.02 6.46 7.27 5.39 3.52 1430 1446 2230 2270 1430 1446 2230 2270 648 648 572 572 689 689 676 676 1257 1181 1299 1286 851 775 892 879 25 1/2 22 1/2 27 1/8 26 5/8 25 1/2 22 1/2 27 1/8 26 5/8 33 1/2 30 1/2 35 1/8 34 5/8 33 1/2 30 1/2 35 1/8 34 5/8 49 1/2 46 1/2 51 1/8 50 5/8 851 775 892 879 445 445 368 368 485 485 473 473 1867 1790 1908 1895 1.02 0.28 0.43 0.44 17 1/2 14 1/2 19 1/8 18 5/8 17 1/2 14 1/2 19 1/8 18 5/8 73 1/2 70 1/2 75 1/8 74 5/8 11.01 3.07 4.68 4.76 This drawing is an instrument of service and is provided for informational use only. C 2017 VELUX GROUP PRODUCT DIMENSIONS METRIC UNITS (MILLIMETERS)IMPERIAL UNITS (INCHES) Size FrameWidth FrameApertureWidth FrameHeight FrameApertureHeight DaylightArea(Sq. Meters)SkylightWidth SkylightHeight Size FrameWidth FrameApertureWidth FrameHeight FrameApertureHeight DaylightArea(Sq. Feet)SkylightWidth SkylightHeight MaximumSkylightClearanceWidth MaximumSkylightClearanceHeight MaximumSkylightClearanceWidth MaximumSkylightClearanceHeight HORIZONTAL CROSS SECTIONVERTICAL CROSS SECTION SEE DETAIL 1 Min i m u m 31/2" 1/4"1/4" 3446 34468769529949811257118112991286 37 1/2 39 1/8 38 5/834 1/2 51 1/849 1/2 46 1/2 50 5/81.03 11.14 Skylight Height Frame Height (Outside Curb) (Inside Curb) Frame Aperture Height Maximum Skylight Clearance Height 1/4"1/4" 15ga, 1.5mm (0.06") Roll-Formed Aluminum Sash with Neutral Grey Kynar 500 Finish Silicone Primary Seal Roofing By Others Underlayment By Others #8 x 13/4" Stainless Steel Wood Screw By Others Insulated Glass Pane Drywall By Others Optional Accessory Tray Thermal Break Gasket with Integral Condensation Gutter and Condensate Weep Holes at Corners DETAIL 1 Decking By Others 11/2" Width Curb31/2" Height Minimum By Others Low slope roof application FCM is also available for use in high roof slope applications up to 60° C C CC B B BB q q qqFolder v v vvSettings $ $ $$Zoom FCM with ECW_Tile Roof_... FCM with ECW_Tile Roof_... Page Page 1 1 of 1 of 13 1 Velux Blinds A601 SCALE: 1' = 1'-0" 2 Standard Velux Sizes A601 SCALE: 1' = 1'-0" 3 Velux Models A601 SCALE: 3" = 1'-0" 4 Skylight Assembly A601 SCALE: 1' = 1'-0" 5 light shaft DASI, VELUX Digital Asset Storage Infrastructure A601 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 51 A700 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees HP HPO Materials 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 Match Existing Green Exterior Cladding (Aluminum, Wood Interior) Existing Exterior Cladding @ Living Level Existing Exterior Cladding @ Eave Existing Exterior Cladding @ Garage Door Existing Exterior Stucco Over CMU @ Main Level Existing Exterior Banister @ Living Level Deck Existing Recycled Decking @ Living Level Deck Match Existing Maroon For Exterior Cladding Replace New Exterior Lighting with Dark Sky Compliant (Down only), Colour TBD Replace Single-Pane Resources with exterior assemblies meeting IECC 2021 or Greater Aluminum Clad, Wood Interior, Divided Light Fenestration Garage, Cedar Siding (Unique, non a historical copy), with exposed concrete at base for moisture protection, Four Candidates to the right Garage, Stucco At Enry (Unique, non a historical copy) Installation Instructions for Barn Light OutdoorWall 1.0 990W8_37401-BRL 8537401, 8637401, 8737401, 8837401 1 GP I :ENERAL RODUCT NFORMATION These fixtures are intended to be installed utilizing compliant junctionNEC boxes. This product is safety listed for wet locations. Incandescent version may be dimmed with a standard incandescent dimmer. LED LEDversion may be dimmed with a dimmer.Consult lamp manufacturer for additional information. This instruction shows a typical installation. CAUTION RISK OF FIRE- This product requires installation by a qualified electrician. Before installing be sure to read all instructions and TURNTHE POWERTOTHE ELECTRICAL BOX OFF. CAUTION RISK OF FIRE- This product must be installed in accordance with the applicable installation code by a person familiar with the construction and operation of the product and the hazards involved. Use minimum 90°c supply conductors. 7400 LinderAve,Skokie, 160077IL 800.969.3347 www.generationlighting.com © 2019 Generation Lighting.All rights reserved. The "Generation Lighting" graphic is a registered trademark of Generation Lighting.Generation Lighting reserves the right to change specifications for product improvements without notification. Outdoor SAVETHESE INSTRUCTIONS! COA HP HPO Materials WORKSHEET A700SCALE: 1' = 1'-0" 2 Barn Light Outdoor Wall A700 Light at the property line < .5 Foot Candles as per code. The existing lighting is a mix of jelly jars and exposed lamps. SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 52 A900 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Precedent Studies 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 Schubertiade GmbH Austria A900 St Moritz (Bays) A900 Tyrolean_House_Hotel Post A900 Decks and Bays A900 SCALE: 1' = 1'-0" 5 Chalet Precendent A900 SCALE: 1' = 1'-0" 6 No longer a cold roof A900 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 53 A901 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Relationship to Neighborhood 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 312 W H y m a n 1 North Drone View A901 2 South Drone View A901 3 North Drone View A901 5 Relationship to the Neighborhood A901 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 54 E100 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Electrical Narrative 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 27 July 2022 To: City of Aspen From: Jeffrey Woodruff, Cloud Hill Design, LLC, rep Powderdayskiing, LLC RE: Electrical service needs at 312 West Hyman, as per HPC conceptual review and follow up Current Utilities (Confirmed with Aspen Electric) City of Aspen 312 W Hyman Ave #Upst 01-25036520-00 City of Aspen 312 W Hyman Ave #DWST 01-250360-00 Currently we have 300 Amp total building services, far exceeding our current and anticipated needs: (confirmed with Residential and Commercial Electrician) 312 W Hyman Ave #Upst on a 200 Amp service 312 W Hyman Ave #DWST on a 100 Amp Efficiency Renewables - Energy Positive- Renewable Electrification ~12-15k available in rebates: City of Aspen, CORE, Federal ITC). Onsite renewable energy and storage 12-15 kw array (on garage roof, maybe less depending on year round need, not peak/spike usage), 4-5 Tesla Powerwalls No REMP < 64 SQ FT hot tub, no snowmelt Building Envelope: Building Mechanical Systems- Building Loads Windows- all outmoded, end of useful life single pane with no UV protection. Current ACH > 1.2- would not get a permit today. Thermal loads- assuming two units, need of 40 A/unit Mitsubishi Hyper-Heat Electrical Requirements Model: MXZ-3C30NAHZ2-U1 Power Supply Voltage,Phase, Hertz 208 / 230V, 1-Phase, 60 Hz Recommended Fuse/Breaker Size 40 A MCA 30 A Voltage Indoor - Outdoor S1-S2 A C 208 / 230 Indoor - Outdoor S2-S3 +12 VDC to +24 VDC Electrical requirements 1.Kitchen Needs- Electric refrigeration 2.Kitchen Needs- Induction Electric cooking- Aga/Mercury 3.WasherDryer(s)- Energy Star 4.Hot water heater/heat pump/Energy Star (heat pump/hybrid) water heater- Bradford White or AO Smith (and Water Softener) 5.Gas and Electric Fireplaces, Dedicated 20 AMP (x2) 6.LED lighting and controls all run on < 15 AMP (if all LED) Outdoor energy consumption 1.Fossil fuel needs- outdoor fireplace (why?), 2.outdoor electric space heaters (preferred) 3.Hot tub <64 Sq Ft. (to avoid REMP fees), Eave snowmelt (linear feet, no- historic) 4.Walkway snowmelt (linear feet), can’t we just use 5.Low albedo pavers? 1 312_W_Hyman_electrical_needs E100 SCALE: 1' = 1'-0" 2 513 W. Hyman.5.19.22.312 E100 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 55 E101 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Electrical Cut Sheets 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 © 2022 DMF Lighting. All Rights Reserved. Specications subject to change without notice. See website for U.S. and international patent information. DMF LIGHTING 1118 E. 223rd St. Carson, CA 90745 323.934.7779 info@dmighting.com dmflighting.com Project:Type: Product Code:Date: V111022 DRD2 & Classic Frames Fixed Downlighting System JA8TITLE 24 Application New Construction, Remodel, Retrofit Available Trims Beveled, Bafe Housing Input Voltage 120 / 277V New Construction, Remodel, Retrot 4", 5", 6" Aperture TRIMS PHYSICAL ELECTRICAL & CONTROLS RATINGS Trim Finish White, Black Aperture 4", 5", 6" Ceiling Thickness ½" up to 1¾" 1% Dimming TRIAC/ELV, 0-10V, Lutron EcoSystem 3500K Delivered Lumens (Power) 750 lm (9.5W), 1000 lm (12.5W), 1250 lm (14.3W), 1500 lm (18W) Beam Spread Color Temperature Warm Dim (3000 – 1800K) Flood (40°) Narrow Spot (15°) Spot (25°) 4000K 2700K 3000K OPTICAL Color Quality 93+ CRI, 2-step SDCM General (90°+) Wide Flood (60°) Linear (40° x 20°) Modular Design Flexibility during and after installation with interchangeable modules, optics and trims Quick Install Integrated driver and plug-and-play connection require no wiring High Performance Precise lighting control without sacricing stellar efciency Enhanced Dimming Smooth, icker-free dimming down to 1% Soft Focus Module ASTM E283 Certified Air Tight IC (Insulation Contact) Rated UL Listed for Wet Location · Page 4 of 12 DRD2 & Classic Frames Fixed Downlighting System © 2022 DMF Lighting. All Rights Reserved. Specications subject to change without notice. See website for U.S. and international patent information. DMF LIGHTING 1118 E. 223rd St. Carson, CA 90745 323.934.7779 info@dmighting.com dmflighting.com MODULE (98mm) 7 8"3 (37mm) 7 16"1 (98mm) 7 8"3 (37mm) 7 16"1 DRD2 Fixed Downlight DRD2M SUMMARY LED CHIP: Cree DELIVERED LUMENS (w Trim): 750 Im (9.5W), 1000 lm (12.5W), 1250 lm (14.3W), 1500 lm (18W) EFFICACY: 79 Im/W, 80 lm/W, 87 lm/W, 83 lm/W COLOR QUALITY: 93+ CRI, 2-step SDCM CCT: 2700K, 3000K, 3500K, 4000K BEAM SPREAD: General Ambient (90°+), Narrow Spot (15°), Spot (25°), Flood (40°), Wide Flood (60°), Linear Spread (40° x 20°), Soft Focus CONNECTOR: PowerPlug® Luminaire Disconnect Model 182 INPUT VOLTAGE: 120/277V, 50/60Hz DIMMING: Down to less than 1% for TRIAC/ELV at 120V, 0-10V or Lutron EcoSystem at 120/277V MAX INPUT CURRENT (120V): 0.090 amps, 0.107 amps MAX INPUT CURRENT (277V): 0.042 amps, 0.050 amps POWER FACTOR: Greater than 0.9 TOTAL HARMONIC DISTORTION: Less than 20% AMBIENT OPERATING TEMPERATURE: -20°C to 40°C PHOTOMETRIC TESTING: Tested in accordance to IESNA LM-79-2008 LISTINGS: ENERGY STAR® qualied, California Title 24 2016 JA8 compliant, UL Listed for Wet Location (anged trims only), cULus Listed, Declare LIFETIME: 50,000 hours at 70% lumen maintenance WARRANTY: 5 year limited warranty WARM DIM OPTION LED: Bridgelux LED, DELIVERED LUMENS (w Trim): 1000 Im (12.0W), EFFICACY: 83 Im/W, CCT RANGE: 3000K - 1800K, MAX INPUT CURRENT (120V): 0.11 amps, MAX INPUT CURRENT (277V): 0.047 amps Page 4 of 7 © 2019 DMF Lighting. All Rights Reserved. Specications subject to change without notice. See website for U.S. and international patent information. DMF LIGHTING 1118 E. 223rd St. Carson, CA 90745 800.441.4422 dmflighting.com DRD5S & SurfaceFrame 18" Linear Surface Mount LED Area Light General New Construction DRDHNJO Octagonal Junction BoxMODULE DRD5S 18" Linear Surface Mount LED Module DRD5S SUMMARY LED: Samsung optimized LED array SHAPE: 18" x 4" rectangle MODULE LUMENS: 1500 lm (17W) COLOR QUALITY: 90+ CRI, less than 3-step SDCM CCT: 2700K, 3000K, 3500K INPUT VOLTAGE: 120/277V DIMMING: TRIAC/ELV at 120V, 0-10V at 120/277V MAX INPUT CURRENT (120V): 0.15 amps MAX INPUT CURRENT (277V): 0.06 amps POWER FACTOR: Greater than 0.9 TOTAL HARMONIC DISTORTION: Less than 20% AMBIENT OPERATING TEMPERATURE: -20°C to 40°C EMERGENCY LIGHTING: Optional Emergency LED Driver for lighting up to 90 minutes in event of power failure PHOTOMETRIC TESTING: Tested in accordance to IESNA LM-79-2008 TRIM: Edgeless die-cast aluminum LISTINGS: ENERGY STAR® qualied*, California Title 24 2016 JA8 compliant, UL Listed for Wet Location, UL Certied USCA LIFETIME: 50,000 hours at 70% lumen maintenance WARRANTY: 5 year limited warranty " (458mm) 18 4 3 4" (120mm) 2 3 16" (55mm) 5 8 " (16mm) * Refer to ENERGY STAR Certied light xtures database ASHE BLACK (MBL) Formerly “Matte Black” STAINLESS STEEL (SS) SNOWDROP (SNW) “Formerly White” OYSTER (OYS) “Formerly Ivory” BLUEBERRY (BBY) Formerly “Midnight Sky” LICORICE (BLK) Formerly “Gloss Black” AGArangeusa.com 48" MERCURY INDUCTION RANGE The AGA Mercury range is known for its bold design, contemporary details, zero-clearance facade and mod style cooking controls. It is truly a statement piece in any luxury kitchen. Designed and built in the UK, this range is a technical masterpiece, the embodiment of exquisite quality and stylish, thoughtful design. Available in five sophisticated finish options, The AGA Mercury range is the perfect match for any mood or lifestyle. MODEL: AMC48IN AGA IS A MEMBER OF THE MIDDLEBY RESIDENTIAL LUXURY BRAND PORTFOLIO SPECIFICATIONS • Electrical: Induction Zone: 18.5 kW, (45 A) • Oven: 2.5 kW (17A), 240V • Electrical Rating: 240V (2 Wire + N + Grd), 60Hz, 18.5 kW • Cooktop Ratings: Front Left: 1.4 kW (Max) 2.2 kW (Boost) Rear Left: 1.85 kW (Max) 3.0 kW (Boost) Center: 2.3 kW (Max) 3.7 kW (Boost) Front Right: 1.85 kW (Max) 3.0 kW (Boost) Rear Right: 1.85 kW (Max) 3.0 kW (Boost) • Product Dimensions: 47 9/16" W x 28 7/16" D x 36 1/8" H • Shipping weight (lbs): 448lbs (includes range, crate & pallet) WARRANTY • 2 Year Warranty on parts and labor with exception of cosmetic damage FINISHES NOTE: Colors not in stock could have a 4-12 week lead time (check for availability) (1208 mm) 47 9/16“ (9 2 0 m m ) 36 1/8 “ Convection assisted Conventional Browning element WarmingThaw and serve True convection Convection broiling 00 (1208 mm) 47 9/16“ (9 2 0 m m ) 36 1/8 “ Convection assisted Conventional Browning element WarmingThaw and serve True convection Convection broiling 00 SCALE: 1' = 1'-0" 1 New can/retrfit @ bedrooms (IC Rated if needed) E101SCALE: 1' = 1'-0" 2 New can/retrofit @ living/dining (IC Rated If needed) E101 SCALE: 1' = 1'-0" 3 Either LED strip or surface @ undercounter E101 SCALE: 1' = 1'-0" 4 AGA Mercury 48 Induction Tear Sheet 2022 E101 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 56 ID 101 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Living room perspective 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 1 Living Room ID 101 SHEET TITLE INTEGRATED DESIGN TEAM PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: SHEET 57 ID 102 Jeffrey H Woodruff 312_W_Hyman_12162022.pln Project No. 116 /U s e r s / j e f f r e y / D o c u m e n t s / C l o u d H i l l / 3 1 2 0 6 2 2 / 3 1 2 _ W _ H y m a n _ 1 2 1 6 2 0 2 2 . p l n Powder Day Skiiing, LLC, David A Tarrab Mees Main Bedroom New 312 W Hyman Ave 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/ Pitkin County UGB, City of Aspen 312 W Hyman Ave Aspen CO 81611 USA Account # R000145 Parcel ID # 273512464006 Landscape Architect Jennifer M. Dolecki-Smith, RLA Escape Garden Design, LLC Interior Design Travis Terry Travis Terry Design Civil Grading and Drainage Jay Engstrom, P.E. Crystal River Civil, LLC Structural Engineer Brian Rossiter, P.E. Contractor (At Permit) COA- HPO Site Visit08/22/21 Jeffrey H. Woodruff AIA, LEED AP Cloud Hill Design, LLC Snowmass CO 81654 USA COA- HPC Conceptual02/26/22 COA- HPC Conceptual04/27/22 COA- HPC Final07/27/22 COA- Bid Set12/16/22 COA- Building Permit12/xx/22 1 Upper (Main) Bedroom ID 102 2 Lower Living Room ID 102