HomeMy WebLinkAboutFile Documents.1300 Red Butte Dr.0272.2018 (9).ARBK11/16/2018
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Sophie Harvey DESIGN, LLC1220 Red Butte DriveAspen CO 81611tel: 970.544.0245sophieharveydesign@comcast.netDrawn byChecked byStructural Engineer ConsultantPATTILLO ASSOCIATES ENGINEERS, INC.1215 Grand Avenue, p.o. box 751Glenwood Springs, CO 81602Office: 970.945.9695General ContractorSchlumberger Construction Company314 Suite C, Aspen Business CenterAspen, CO 81611Office: 970.925.8360Cell: 970.379.0280scott@schlumbergerconstruction.com1/31/2018 1:13:09 PMA0.0TITLE SHEETLILLIE RESIDENCE1300 RED BUTTE DRIVEASPEN, COMSHSH02/01/18BUILDING DEPARTMENTARCHITECTURAL DRAWINGSDWG NO. DRAWING NAMEA0.0 TITLE SHEETA1.0 PLANS - EXISTING BUILDINGA2.0 PROPOSED - MAIN LEVELA3.0 EXTERIOR ELEVATIONS - EXISTINGA3.1 EXTERIOR ELEVATIONS - PROPOSEDSITE LOCATION PLANNO. DESCRIPTION DATEGENERAL NOTES - DEMOLITION1 REMOVE ALL EXISTING CONSTRUCTION AND FINISHESNECESSARY FOR THE COMPLETION OF THE WORK ASDEPICTED ON THE DRAWINGS, INCLUDING BUT NOTLIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHEDLINES. ALL NECESSARY DISCONNECTS ANDALTERATIONS TO EXISTING MECHANICAL ANDELECTRICAL SYSTEMS SHALL BE INCLUDED BY THECONTRACTOR. PATCH AS REQUIRED ALL EXISTINGCONSTRUCTION TO REMAIN IN ACCORDANCE WITH THECONTRACT DRAWINGS. WHERE CONTRACTOR ISDESIGNATED TO MAKE REMOVALS, DISPOSAL OFMATERIALS IS THE RESPONSIBILITY OF THECONTRACTOR. VERIFY WITH OWNER THE REMOVAL OFANY EXISTING COMPONENTS OF SALVAGEABLE VALUE.2 ALL REMOVALS AND SALVAGE, UNLESS SPECIFICALLYNOTED OR REQUESTED BY THE OWNER SHALL BECOMETHE PROPERTY OF THE CONTRACTOR.3 UNLESS OTHERWISE NOTED IN THE DOCUMENTS,REMOVE ONLY NON-LOAD BEARING CONSTRICTION ANDPARTITIONS. CONTRACTOR TO VERIFY LOCATION OFSTRUCTURAL COMPONENTS, I.E. BEARING WALLS,BEAMS, HEADERS, SUPPORTING FLOOR, ROOF ORCEILING JOISTS. CONTRACTOR SHALL CONTACTSTRUCTURAL ENGINEER PRIOR TO REMOVAL OF ANYCONSTRUCTION THAT CONSTITUTES A LOAD BEARINGELEMENT.4 ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED ANDSHALL BE OF SUFFICIENT STRENGTH TO SUPPORT THEDESIGN LOADS AND TO RESIST THE DEFORMATIONCAUSED BY SUCH LOADS TO WHICH THEY SOILPRESSURE INCLUDING SURCHARGE, HYDROSTATICHEAD AND IMPACT LOADS AS APPLICABLE.5 FIELD MEASURE EXISTING CONDITIONS ANDCOORDINATE WITH DOCUMENTS. WHERE EXISTINGWALLS, FLOORS, AND CEILINGS ARE TO REMAIN, VERIFYDIMENSIONS RELATED TO NEW CONSTRUCTION. IN CASEOF ANY DISCREPANCY, NOTIFY DESIGNER.GENERAL NOTES - FLOOR PLAN1 CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THEWORK OF ALL TRADES.ANY CONFLICTS OR DISCREPANCIES OFFIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OFTHE DESIGNER FOR RESOLUTION PRIOR TO PROCEEDINGWITH AFFECTED WORK. IN THE CASE OF A CONFLICT WITHINTHE REQUIREMENTS OF THE DOCUMENTS AND/OR THESPECIFICATIONS, THE CONTRACTOR SHALL PROVIDE THEGREATER QUALITY AND/OR QUANTITY UNLESS OTHERWISEDIRECTED BY THE DESIGNER.2 ALL MILLWORK, STONE FABRICATION, STEEL FABRICATION,GLASS, AND STOREFRONT WORK SHALL BE EXECUTED FROMAPPROVED SHOP DRAWINGS AND SUBMITTALS ONLY. FIELDMEASURE ALL RELATED AS-BUILT CONDITIONS AND REPORTANY DISCREPANCIES PRIOR TO FABRICATION.3 CONFIRM EXTENT OF ALL INTERIOR FINISHES, TRIM, ANDMILLWORK SHOWN ON THE PLANS PRIOR TO FABRICATION,INSTALLATION, OR APPLICATION.4 GLASS DOORS, GLAZED PANELS WITHIN 12" OF DOORS, ANDALL GLAZING WITHIN 18" OF ADJACENT WALKING SURFACE(FLOOR OR STAIRS) SHALL BE OF GLASS APPROVED FORIMPACT HAZARD (TEMPERED OR LAMINATE)5 ALL LATH, PLASTER, AND GYPSUM WALLBOARD INSTALLATIONSHALL COMPLY WITH GOVERNING BUILDING CODES FOR THEDISTRICT WHERE PERFORMED.6 ALL ELECTRICAL, MECHANICAL, AND PLUMBING MATERIAL ANDDEVICES SHALL COMPLY WITH GOVERNING BUILDING CODESFOR THE DISTRICT WHERE PERFORMED.7 PROVIDE UL APPROVED 1 HOUR FIRE-RATED SEPARATION ATELEVATOR, BETWEEN GARAGE AND OCCUPIED SPACES, ANDBETWEEN MECHANICAL ROOMS AND OCCUPIED SPACES.iNCLUDE FLOOR, WALLS, AND CEILINGS.8 PROVIDE SOLID BLOCKING IN WALLS AS REQUIRED TOSUPPORT MILLWORK, TRIM, AND PLUMBING ACCESORIESSHOWN IN THE DOCUMENTS. SEAL AGAINST MOISTURE WHEREINSTALLED IN DAMP AREAS.9 INSTALL ALL APPLIANCES AND FIXTURES PERMANUFACTURERS' INSTRUCTIONS AND RECOMMENDATIONS.PROVIDE ALL REQUIRED CONNECTIONS DEVICES, ETC. FOREQUIPMENT SHOWN ON DRAWINGS. ALL FIXED APPLIANCESSHALL BE SEQURELY FASTENED IN PLACE.10 CONFIRM SIZE, COLOR, PATTERN, AND EXTENT OF TILESURFACES PRIOR TO ORDERING MATERIAL. ORDER 10% EXTRAMATERIAL TO ALLOW FOR POSSIBLE CHANGES IN WORK ANDTO RETAIN AS OVERSTOCK.11 CONFIRM TILE GROUT COLOR WITH DESIGNER PRIOR TOINTALLATION.GENERAL NOTES - RCP1 LIGHT FIXTURE, CEILING FIXTURE, AND MECAHNICALREGISTER LOCATIONS SHOWN ON THE REFLECTED CEILINGPLAN (RCP) TAKE PRECEDENCE OVER LOCATIONS SHOWN ONTHE MECHANICAL OR ELECTRICAL DRAWINGS. ANY CONFLICTSOR DISCREPANCIES SHALL BE BROUGHT TO THE DESIGNER'SATTENTION FOR RESOLUTION.2 COORDINATE MECHANICAL, FIRE SPRINKLER, ELECTRICAL,AND STRUCYURAL WORK TO OBTAIN REQUIRED CLEARANCESFOR FIXTURE LAYOUT AS SHOWN ON RCP.3 SEE ELECTRICAL PLAN AND LIGHTING DESIGN CONSULTANTPLAN FOR POWER, SWITCHING, AND ADDITIONAL LIGHTFIXTURES, A/V SYSTEMS, SECURITY, TELEPHONE, AND DATASYSTEM INFORMATION.4 EXACT LOCATION AND HEIGHT OF ALL FIXTURES AND DEVICESSHALL BE APPROVED IN THE FIELD BY THE DESIGNER PRIORTO ROUGH-IN AND INSTALLATION.5 PROVIDE ACCESS PANELS FOR MECHANICAL AND PLUMBINGSYSTEMS WHERE REQUIRED BY MANUFACTURER OR BY CODE.ACCESS PANEL TO MATCH ADJACENT MATERIALS UNLESSOTHERWISE APPROVED BY THE DESIGNER. PANEL TYPE ANDLOCATION SHALL BE APPROVED BY THE DESIGNER PRIOR TOFABRICATION AND INSTALLATION.6 PROVIDE SMOOTH, NON-ABSORBENT, AND EASILY CLEANABLESURFACE, LIGHT IN COLOR, FOR CEILINGS OF BATHROOMS.7 ALL NEW LIGHTING TO BE ENERGY EFFICIENT LEDGENERAL NOTES - INTERIORS1 CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THEWORK OF ALL TRADES.ANY CONFLICTS OR DISCREPANCIESOF FIELD CONDITIONS SHALL BE BROUGHT TO THEATTENTION OF THE DESIGNER FOR RESOLUTION PRIOR TOPROCEEDING WITH AFFECTED WORK. IN THE CASE OF ACONFLICT WITHIN THE REQUIREMENTS OF THE DOCUMENTSAND/OR THE SPECIFICATIONS, THE CONTRACTOR SHALLPROVIDE THE GREATER QUALITY AND/OR QUANTITYUNLESS OTHERWISE DIRECTED BY THE DESIGNER.2 ALL MILLWORK, STONE FABRICATION, STEEL FABRICATION,GLASS, AND STOREFRONT WORK SHALL BE EXECUTEDFROM APPROVED SHOP DRAWINGS AND SUBMITTALS ONLY.FIELD MEASURE ALL RELATED AS-BUILT CONDITIONS ANDREPORT ANY DISCREPANCIES PRIOR TO FABRICATION.3 CONFIRM EXTENT OF ALL INTERIOR FINISHES, TRIM, ANDMILLWORK SHOWN ON THE PLANS PRIOR TO FABRICATION,INSTALLATION, OR APPLICATION.4 GLASS DOORS, GLAZED PANELS WITHIN 12" OF DOORS, ANDALL GLAZING WITHIN 18" OF ADJACENT WALKING SURFACE(FLOOR OR STAIRS) SHALL BE OF GLASS APPROVED FORIMPACT HAZARD (TEMPERED OR LAMINATE)5 ALL LATH, PLASTER, AND GYPSUM WALLBOARDINSTALLATION SHALL COMPLY WITH GOVERNING BUILDINGCODES FOR THE DISTRICT WHERE PERFORMED.6 ALL ELECTRICAL, MECHANICAL, AND PLUMBING MATERIALAND DEVICES SHALL COMPLY WITH GOVERNING BUILDINGCODES FOR THE DISTRICT WHERE PERFORMED.7 CONFIRM SIZE, COLOR, PATTERN, AND EXTENT OF TILESURFACES PRIOR TO ORDERING MATERIAL. ORDER 10%EXTRA MATERIAL TO ALLOW FOR POSSIBLE CHANGES INWORK. ALL UNUSED MATERIAL TO BE GIVEN TO OWNER INORIGINAL PACKING MATERIAL FOR FUTURE WORK ANDREPAIRS.8 CONFIRM TILE GROUT COLOR WITH DESIGNER PRIOR TOINTALLATION.9 PROVIDE SOLID BLOCKING IN WALLS AS REQUIRED TOSUPPORT MILLWORK, TRIM, AND PLUMBING ACCESORIESSHOWN IN THE DOCUMENTS. SEAL AGAINST MOISTUREWHERE INSTALLED IN DAMP AREAS.10 INSTALL ALL APPLIANCES AND FIXTURES PERMANUFACTURERS' INSTRUCTIONS ANDRECOMMENDATIONS. PROVIDE ALL REQUIREDCONNECTIONS DEVICES, ETC. FOR EQUIPMENT SHOWN ONDRAWINGS. ALL FIXED APPLIANCES SHALL BE SEQURELYFASTENED IN PLACE.11 EXACT LOCATION AND HEIGHT OF ALL FIXTURES ANDDEVICES SHALL BE APPROVED IN THE FIELD BY THEDESIGNER PRIOR TO ROUGH-IN AND INSTALLATION.GENERAL NOTES - FINISHES1 CONTRACTOR IS RESPONSIBLE FOR COORDINATION OFTHE WORK OF ALL TRADES.ANY CONFLICTS ORDISCREPANCIES OF FIELD CONDITIONS SHALL BEBROUGHT TO THE ATTENTION OF THE DESIGNER FORRESOLUTION PRIOR TO PROCEEDING WITH AFFECTEDWORK. IN THE CASE OF A CONFLICT WITHIN THEREQUIREMENTS OF THE DOCUMENTS AND/OR THESPECIFICATIONS, THE CONTRACTOR SHALL PROVIDE THEGREATER QUALITY AND/OR QUANTITY UNLESSOTHERWISE DIRECTED BY THE DESIGNER.2 CONFIRM EXTENT OF ALL INTERIOR FINISHES, TRIM, ANDMILLWORK SHOWN ON THE PLANS PRIOR TOFABRICATION, INSTALLATION, OR APPLICATION.3 PROVIDE FOR SMOOTH TRANSITION BETWEEN VARIOUSFLOOR FINISHES TO MEET ADA REQUIREMENTS. PROVIDEALL NECESSARY LEVELING MATERIAL OR GRINDING TOACHIEVE PROPER FLOOR LEVELS AND SLOPES. PROVIDEPOSITIVE SLOPE TO ALL FLOOR DRAINS.4 BATHROOM AREAS TO RECEIVE APPROVED WASHABLEPAINT FINISHES PER HEALTH CODE TO MATCHDESIGNER'S SAMPLE.5 AT ALL TILE FINISHES, PROVIDE AN APPROVEDCEMENTITIOUS BACKER BOARD. GYPSUM BOARD NEARDISHWASHING EQUIPMENT OR SINKS, OR WATER CLOSETENCLOSURE WALLS SHALL BE OF WATER-RESISTANTTYPE.6 CONFIRM SIZE, COLOR, PATTERN, AND EXTENT OF TILESURFACES PRIOR TO ORDERING MATERIAL. ORDER 10%EXTRA MATERIAL TO ALLOW FOR POSSIBLE CHANGES INWORK. ALL UNUSED MATERIAL TO BE GIVEN TO OWNER INORIGINAL PACKING MATERIAL FOR FUTURE WORK ANDREPAIRS.7 ALL MILLWORK AND CABINETRY SHALL BE EXECUTEDFROM APPROVED SHOP DRAWINGS AND SUBMITTALSONLY. FIELD MEASURE ALL RELATED AS-BUILTCONDITIONS AND REPORT ANY DISCREPANCIES PRIOR TOFABRICATION.8 ALL STEEL FABRICATION, GLASS, AND FINISH METAL WORKWORK SHALL BE EXECUTED FROM APPROVED SHOPDRAWINGS AND SUBMITTALS ONLY. FIELD MEASURE ALLRELATED AS-BUILT CONDITIONS AND REPORT ANYDISCREPANCIES PRIOR TO FABRICATION.9 ALL STONE FABRICATION WORK SHALL BE EXECUTEDFROM APPROVED SHOP DRAWINGS AND SUBMITTALSONLY. FIELD MEASURE ALL RELATED AS-BUILTCONDITIONS AND REPORT ANY DISCREPANCIES PRIOR TOFABRICATION.10 PROVIDE SOLID BLOCKING IN WALLS AS REQUIRED TOSUPPORT MILLWORK, TRIM, AND PLUMBING ACCESORIESSHOWN IN THE DOCUMENTS. SEAL AGAINST MOISTUREWHERE INSTALLED IN DAMP AREAS.11 GLASS DOORS, GLAZED PANELS WITHIN 12" OF DOORS,AND ALL GLAZING WITHIN 18" OF ADJACENT WALKINGSURFACE (FLOOR OR STAIRS) SHALL BE OF GLASSAPPROVED FOR IMPACT HAZARD (TEMPERED ORLAMINATE)12 IN AREAS WHERE EXISITNG MATERIALS OR FINISHES ARETO REMAIN, BE MODIFIED, OR BE EXTENDED TO MEET NEWWORK, PROVIDE ALL MATERIALS AND LABOR NECESSARYTO ACHIEVE A COMPLETE JOB.13 PROVIDE WATERPROOF MEMBRANE BELOW FINISH FLOORIN ALL WET AREAS. INSTALL MEMBRANE PERMANUFACTURER'S DIRECTIONS TO FORM A COMPLETEMOISTURE BARRIER TO MATERIALS ADJACENT ANDBELOW. CARRY WATERPROOFING A MINIMUM OF 6"HIGHER THAN THE HIGHEST FLOOR ELEVATION.14 ALL FLOOR FINISHES ARE TO ACHEIVE A SLIPCOEFFICIENT OF 0.60 OR MORE AND CONFORM TO ASTM C1028-96. FOR ANY NEW OR EXISTING FLOORING THATDOES NOT ACEIVE THIS LEVEL, PROVIDE ANTI-SLIPCOATING SUCH AS "SLIP TECH" OR APPROVED EQUAL.15 ALL FLOOR FINISHES SHALL MEET IN A SMOOTH ANDLEVEL MANNER WITH NO DIFFERENCES GREATER THAN1/4" MAXIMUM. PROVIDE VISUAL CUES [SUCH AS EDGETAPE OR NOSING] ON ANY LEVEL CHANGES GREATERTHAN THIS MAXIMUM.16 ALL TILE, STONE, CONCRETE, AND GROUT SHALL BESEALED WITH THE MANUFACTERER RECOMMENDEDSEALER. PROVIDE A MINIMUM OF 2 COATS, OR MORE IFRECOMMENDED BY MANUFACTURER.GENERAL NOTESDRAWING INDEXDWG. NO.S1 GENERAL NOTES, DETAILS, & ROOF FRAMING PLANDRAWING NAME11/16/2018
DNNO NEW WORKLOWER LEVEL = 834 sfCRAWL SPACE = 2,471 sfEL - 7736'-3 1/2"NO NEW WORKUPPER LEVEL = 1,582 sfCLOSET5' - 4"9' - 5"BARCOVERED AREA 3 = 125 sfCOVERED AREA 1 = 63 sfMAIN LEVEL = 3,296 sfGARAGE = 522 sfCOVERED AREA 2 = 65 sfAREA OF NEW WORKEL. 7745'-6"EL. 7746'-7 1/2"EL. 7745'-0"EL. 7744'-0"2' - 9 7/8"7' - 3 7/16"3' - 3 5/8"REPLACE (E) FRENCH DOORS WITH 3 PANEL SLIDING DOORSSophie Harvey DESIGN, LLC1220 Red Butte DriveAspen CO 81611tel: 970.544.0245sophieharveydesign@comcast.netDrawn byChecked byStructural Engineer ConsultantPATTILLO ASSOCIATES ENGINEERS, INC.1215 Grand Avenue, p.o. box 751Glenwood Springs, CO 81602Office: 970.945.9695General ContractorSchlumberger Construction Company314 Suite C, Aspen Business CenterAspen, CO 81611Office: 970.925.8360Cell: 970.379.0280scott@schlumbergerconstruction.com1/31/2018 1:13:11 PMA1.0PLANS - EXISTINGBUILDINGLILLIE RESIDENCE1300 RED BUTTE DRIVEASPEN, COMSHSH02/01/18BUILDING DEPARTMENT 1/8" = 1'-0"1PLAN - LOWER LEVEL EXISTING 1/8" = 1'-0"3PLAN - UPPER LEVEL EXISTING 1/8" = 1'-0"2PLAN - MAIN LEVEL EXISTINGNOTES:1. The percentage of the gross area of apartially subgrade level to be counted as FloorArea shall be the surface area of the exteriorwalls exposed above the lower of natural andfinished grade divided by the total exterior wallarea of that level.2. For the purposes of this section, the exteriorwall area to be measured shall be the interiorwall area projected outward and shall not includeexterior wall areas adjacent to foundation orfloors of the structure.3. Decks Balconies, Loggias, Gazebos, Trellis,Exterior Stairways, and nonStreetfacingporches.The calculation of the Floor Area of a building ora portion thereof shall not include decks,balconies, trellis, exterior stairways, nonStreetfacing porches, gazebos and similar features,unless the area of these features is greater thanfifteen percent ( 15%) of the allowable floor areafor the property and the use and densityproposed, or as otherwise exempted by thisSection.4. Patios. Patios developed at or within sixinches of finished grade shall not be countedtowards Floor Area. These features may becovered by roof overhangs or similararchitectural projections of up to four feet, asmeasured from the face of the building, andremain exempt from Floor Area calculations.When roof overhangs or similar architecturalprojections exceed four feet, the entire featurecounts toward Floor Area.NO. DESCRIPTION DATE11/16/201812/13/2018
DNBARCOVERED AREA 3 = 125 sfCOVERED AREA 1 = 63 sfMAIN LEVEL = 3,296 sfGARAGE = 522 sfCOVERED AREA 2 = 65 sfAREA OF NEW WORKEL. 7745'-6"EL. 7746'-7 1/2"EL. 7745'-0"EL. 7744'-0"2' - 9 7/8"7' - 3 7/16"3' - 3 5/8"VERIFY IN FIELD15' - 8"82' - 11 5/16"REMOVE (E) FRENCH DOORS AND SIDE LITES.PROVIDE NEW SLIDING GLASS DOOR SYSTEMTRIPLE GLAZED WITH U-VALUE OF 0.28.Sophie Harvey DESIGN, LLC1220 Red Butte DriveAspen CO 81611tel: 970.544.0245sophieharveydesign@comcast.netDrawn byChecked byStructural Engineer ConsultantPATTILLO ASSOCIATES ENGINEERS, INC.1215 Grand Avenue, p.o. box 751Glenwood Springs, CO 81602Office: 970.945.9695General ContractorSchlumberger Construction Company314 Suite C, Aspen Business CenterAspen, CO 81611Office: 970.925.8360Cell: 970.379.0280scott@schlumbergerconstruction.com1/31/2018 1:13:11 PMA2.0PROPOSED - MAINLEVELLILLIE RESIDENCE1300 RED BUTTE DRIVEASPEN, COMSHSH02/01/18BUILDING DEPARTMENTNO. DESCRIPTION DATE 1/4" = 1'-0"1LEVEL 1GENERAL NOTES - FLOOR PLAN1 CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THEWORK OF ALL TRADES.ANY CONFLICTS OR DISCREPANCIES OFFIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OFTHE DESIGNER FOR RESOLUTION PRIOR TO PROCEEDINGWITH AFFECTED WORK. IN THE CASE OF A CONFLICT WITHINTHE REQUIREMENTS OF THE DOCUMENTS AND/OR THESPECIFICATIONS, THE CONTRACTOR SHALL PROVIDE THEGREATER QUALITY AND/OR QUANTITY UNLESS OTHERWISEDIRECTED BY THE DESIGNER.2 ALL MILLWORK, STONE FABRICATION, STEEL FABRICATION,GLASS, AND STOREFRONT WORK SHALL BE EXECUTED FROMAPPROVED SHOP DRAWINGS AND SUBMITTALS ONLY. FIELDMEASURE ALL RELATED AS-BUILT CONDITIONS AND REPORTANY DISCREPANCIES PRIOR TO FABRICATION.3 CONFIRM EXTENT OF ALL INTERIOR FINISHES, TRIM, ANDMILLWORK SHOWN ON THE PLANS PRIOR TO FABRICATION,INSTALLATION, OR APPLICATION.4 GLASS DOORS, GLAZED PANELS WITHIN 12" OF DOORS, ANDALL GLAZING WITHIN 18" OF ADJACENT WALKING SURFACE(FLOOR OR STAIRS) SHALL BE OF GLASS APPROVED FORIMPACT HAZARD (TEMPERED OR LAMINATE)5 ALL LATH, PLASTER, AND GYPSUM WALLBOARD INSTALLATIONSHALL COMPLY WITH GOVERNING BUILDING CODES FOR THEDISTRICT WHERE PERFORMED.6 ALL ELECTRICAL, MECHANICAL, AND PLUMBING MATERIAL ANDDEVICES SHALL COMPLY WITH GOVERNING BUILDING CODESFOR THE DISTRICT WHERE PERFORMED.7 PROVIDE UL APPROVED 1 HOUR FIRE-RATED SEPARATION ATELEVATOR, BETWEEN GARAGE AND OCCUPIED SPACES, ANDBETWEEN MECHANICAL ROOMS AND OCCUPIED SPACES.iNCLUDE FLOOR, WALLS, AND CEILINGS.8 PROVIDE SOLID BLOCKING IN WALLS AS REQUIRED TOSUPPORT MILLWORK, TRIM, AND PLUMBING ACCESORIESSHOWN IN THE DOCUMENTS. SEAL AGAINST MOISTURE WHEREINSTALLED IN DAMP AREAS.9 INSTALL ALL APPLIANCES AND FIXTURES PERMANUFACTURERS' INSTRUCTIONS AND RECOMMENDATIONS.PROVIDE ALL REQUIRED CONNECTIONS DEVICES, ETC. FOREQUIPMENT SHOWN ON DRAWINGS. ALL FIXED APPLIANCESSHALL BE SEQURELY FASTENED IN PLACE.10 CONFIRM SIZE, COLOR, PATTERN, AND EXTENT OF TILESURFACES PRIOR TO ORDERING MATERIAL. ORDER 10% EXTRAMATERIAL TO ALLOW FOR POSSIBLE CHANGES IN WORK ANDTO RETAIN AS OVERSTOCK.11 CONFIRM TILE GROUT COLOR WITH DESIGNER PRIOR TOINTALLATION.GENERAL NOTES - DEMOLITION1 REMOVE ALL EXISTING CONSTRUCTION AND FINISHESNECESSARY FOR THE COMPLETION OF THE WORK ASDEPICTED ON THE DRAWINGS, INCLUDING BUT NOTLIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHEDLINES. ALL NECESSARY DISCONNECTS ANDALTERATIONS TO EXISTING MECHANICAL ANDELECTRICAL SYSTEMS SHALL BE INCLUDED BY THECONTRACTOR. PATCH AS REQUIRED ALL EXISTINGCONSTRUCTION TO REMAIN IN ACCORDANCE WITH THECONTRACT DRAWINGS. WHERE CONTRACTOR ISDESIGNATED TO MAKE REMOVALS, DISPOSAL OFMATERIALS IS THE RESPONSIBILITY OF THECONTRACTOR. VERIFY WITH OWNER THE REMOVAL OFANY EXISTING COMPONENTS OF SALVAGEABLE VALUE.2 ALL REMOVALS AND SALVAGE, UNLESS SPECIFICALLYNOTED OR REQUESTED BY THE OWNER SHALL BECOMETHE PROPERTY OF THE CONTRACTOR.3 UNLESS OTHERWISE NOTED IN THE DOCUMENTS,REMOVE ONLY NON-LOAD BEARING CONSTRICTION ANDPARTITIONS. CONTRACTOR TO VERIFY LOCATION OFSTRUCTURAL COMPONENTS, I.E. BEARING WALLS,BEAMS, HEADERS, SUPPORTING FLOOR, ROOF ORCEILING JOISTS. CONTRACTOR SHALL CONTACTSTRUCTURAL ENGINEER PRIOR TO REMOVAL OF ANYCONSTRUCTION THAT CONSTITUTES A LOAD BEARINGELEMENT.4 ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED ANDSHALL BE OF SUFFICIENT STRENGTH TO SUPPORT THEDESIGN LOADS AND TO RESIST THE DEFORMATIONCAUSED BY SUCH LOADS TO WHICH THEY SOILPRESSURE INCLUDING SURCHARGE, HYDROSTATICHEAD AND IMPACT LOADS AS APPLICABLE.5 FIELD MEASURE EXISTING CONDITIONS ANDCOORDINATE WITH DOCUMENTS. WHERE EXISTINGWALLS, FLOORS, AND CEILINGS ARE TO REMAIN, VERIFYDIMENSIONS RELATED TO NEW CONSTRUCTION. IN CASEOF ANY DISCREPANCY, NOTIFY DESIGNER.11/16/201812/13/2018
AREA OF NEW WORKAREA OF NEW WORKSophie Harvey DESIGN, LLC1220 Red Butte DriveAspen CO 81611tel: 970.544.0245sophieharveydesign@comcast.netDrawn byChecked byStructural Engineer ConsultantPATTILLO ASSOCIATES ENGINEERS, INC.1215 Grand Avenue, p.o. box 751Glenwood Springs, CO 81602Office: 970.945.9695General ContractorSchlumberger Construction Company314 Suite C, Aspen Business CenterAspen, CO 81611Office: 970.925.8360Cell: 970.379.0280scott@schlumbergerconstruction.com1/31/2018 1:13:11 PMA3.0EXTERIORELEVATIONS -EXISTINGLILLIE RESIDENCE1300 RED BUTTE DRIVEASPEN, COAuthorChecker02/01/18BUILDING DEPARTMENTNO. DESCRIPTION DATE 1/4" = 1'-0"1ELEVATION - EXISTING NORTH 1/4" = 1'-0"2ELEVATION - WEST PARTIAL11/16/201812/13/2018
LEVEL 110' - 4"LEVEL 220' - 4"ROOF30' - 4"15' - 8"NEW SKYLIGHT: 3 EQUAL LITES. U-VALUE: 0.55SLIDING DOOR SYSTEM: 3 EQUAL PANELSTRIPLE GLAZED ASSEMBLY U-VALUE: 0.28FIXEDSLIDERSLIDERNEW GUTTERFLASH TO (E) WALL/ROOFAREA OF DOOR SWAP OUTLEVEL 110' - 4"KJHFLELEVEL 220' - 4"ROOF30' - 4"MAIN LEVELUPPER LEVEL102'-2 1/2"1' - 1 1/2"GARAGE FLOOR7745'-6"NEW SKYLIGHT: 3 EQUAL LITES. U-VALUE: 0.55SLIDING DOOR SYSTEM: 3 EQUAL PANELSTRIPLE GLAZED ASSEMBLY U-VALUE: 0.28NEW GUTTER(E) STUCCO WALL TO REMAINAREA OF PROPOSED WORKSophie Harvey DESIGN, LLC1220 Red Butte DriveAspen CO 81611tel: 970.544.0245sophieharveydesign@comcast.netDrawn byChecked byStructural Engineer ConsultantPATTILLO ASSOCIATES ENGINEERS, INC.1215 Grand Avenue, p.o. box 751Glenwood Springs, CO 81602Office: 970.945.9695General ContractorSchlumberger Construction Company314 Suite C, Aspen Business CenterAspen, CO 81611Office: 970.925.8360Cell: 970.379.0280scott@schlumbergerconstruction.com1/31/2018 1:13:12 PMA3.1EXTERIORELEVATIONS -PROPOSEDLILLIE RESIDENCE1300 RED BUTTE DRIVEASPEN, COAuthorChecker02/01/18BUILDING DEPARTMENTNO. DESCRIPTION DATE 1/4" = 1'-0"1ELEVATION - NORTH (RIVER SIDE) 1/4" = 1'-0"2EXTERIOR ELEVATION - WESTGENERAL NOTES - DEMOLITION1 REMOVE ALL EXISTING CONSTRUCTION AND FINISHESNECESSARY FOR THE COMPLETION OF THE WORK ASDEPICTED ON THE DRAWINGS, INCLUDING BUT NOTLIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHEDLINES. ALL NECESSARY DISCONNECTS ANDALTERATIONS TO EXISTING MECHANICAL ANDELECTRICAL SYSTEMS SHALL BE INCLUDED BY THECONTRACTOR. PATCH AS REQUIRED ALL EXISTINGCONSTRUCTION TO REMAIN IN ACCORDANCE WITH THECONTRACT DRAWINGS. WHERE CONTRACTOR ISDESIGNATED TO MAKE REMOVALS, DISPOSAL OFMATERIALS IS THE RESPONSIBILITY OF THECONTRACTOR. VERIFY WITH OWNER THE REMOVAL OFANY EXISTING COMPONENTS OF SALVAGEABLE VALUE.2 ALL REMOVALS AND SALVAGE, UNLESS SPECIFICALLYNOTED OR REQUESTED BY THE OWNER SHALL BECOMETHE PROPERTY OF THE CONTRACTOR.3 UNLESS OTHERWISE NOTED IN THE DOCUMENTS,REMOVE ONLY NON-LOAD BEARING CONSTRICTION ANDPARTITIONS. CONTRACTOR TO VERIFY LOCATION OFSTRUCTURAL COMPONENTS, I.E. BEARING WALLS,BEAMS, HEADERS, SUPPORTING FLOOR, ROOF ORCEILING JOISTS. CONTRACTOR SHALL CONTACTSTRUCTURAL ENGINEER PRIOR TO REMOVAL OF ANYCONSTRUCTION THAT CONSTITUTES A LOAD BEARINGELEMENT.4 ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED ANDSHALL BE OF SUFFICIENT STRENGTH TO SUPPORT THEDESIGN LOADS AND TO RESIST THE DEFORMATIONCAUSED BY SUCH LOADS TO WHICH THEY SOILPRESSURE INCLUDING SURCHARGE, HYDROSTATICHEAD AND IMPACT LOADS AS APPLICABLE.5 FIELD MEASURE EXISTING CONDITIONS ANDCOORDINATE WITH DOCUMENTS. WHERE EXISTINGWALLS, FLOORS, AND CEILINGS ARE TO REMAIN, VERIFYDIMENSIONS RELATED TO NEW CONSTRUCTION. IN CASEOF ANY DISCREPANCY, NOTIFY DESIGNER.GENERAL NOTES - FLOOR PLAN1 CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THEWORK OF ALL TRADES.ANY CONFLICTS OR DISCREPANCIES OFFIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OFTHE DESIGNER FOR RESOLUTION PRIOR TO PROCEEDINGWITH AFFECTED WORK. IN THE CASE OF A CONFLICT WITHINTHE REQUIREMENTS OF THE DOCUMENTS AND/OR THESPECIFICATIONS, THE CONTRACTOR SHALL PROVIDE THEGREATER QUALITY AND/OR QUANTITY UNLESS OTHERWISEDIRECTED BY THE DESIGNER.2 ALL MILLWORK, STONE FABRICATION, STEEL FABRICATION,GLASS, AND STOREFRONT WORK SHALL BE EXECUTED FROMAPPROVED SHOP DRAWINGS AND SUBMITTALS ONLY. FIELDMEASURE ALL RELATED AS-BUILT CONDITIONS AND REPORTANY DISCREPANCIES PRIOR TO FABRICATION.3 CONFIRM EXTENT OF ALL INTERIOR FINISHES, TRIM, ANDMILLWORK SHOWN ON THE PLANS PRIOR TO FABRICATION,INSTALLATION, OR APPLICATION.4 GLASS DOORS, GLAZED PANELS WITHIN 12" OF DOORS, ANDALL GLAZING WITHIN 18" OF ADJACENT WALKING SURFACE(FLOOR OR STAIRS) SHALL BE OF GLASS APPROVED FORIMPACT HAZARD (TEMPERED OR LAMINATE)5 ALL LATH, PLASTER, AND GYPSUM WALLBOARD INSTALLATIONSHALL COMPLY WITH GOVERNING BUILDING CODES FOR THEDISTRICT WHERE PERFORMED.6 ALL ELECTRICAL, MECHANICAL, AND PLUMBING MATERIAL ANDDEVICES SHALL COMPLY WITH GOVERNING BUILDING CODESFOR THE DISTRICT WHERE PERFORMED.7 PROVIDE UL APPROVED 1 HOUR FIRE-RATED SEPARATION ATELEVATOR, BETWEEN GARAGE AND OCCUPIED SPACES, ANDBETWEEN MECHANICAL ROOMS AND OCCUPIED SPACES.iNCLUDE FLOOR, WALLS, AND CEILINGS.8 PROVIDE SOLID BLOCKING IN WALLS AS REQUIRED TOSUPPORT MILLWORK, TRIM, AND PLUMBING ACCESORIESSHOWN IN THE DOCUMENTS. SEAL AGAINST MOISTURE WHEREINSTALLED IN DAMP AREAS.9 INSTALL ALL APPLIANCES AND FIXTURES PERMANUFACTURERS' INSTRUCTIONS AND RECOMMENDATIONS.PROVIDE ALL REQUIRED CONNECTIONS DEVICES, ETC. FOREQUIPMENT SHOWN ON DRAWINGS. ALL FIXED APPLIANCESSHALL BE SEQURELY FASTENED IN PLACE.10 CONFIRM SIZE, COLOR, PATTERN, AND EXTENT OF TILESURFACES PRIOR TO ORDERING MATERIAL. ORDER 10% EXTRAMATERIAL TO ALLOW FOR POSSIBLE CHANGES IN WORK ANDTO RETAIN AS OVERSTOCK.11 CONFIRM TILE GROUT COLOR WITH DESIGNER PRIOR TOINTALLATION.11/16/201812/13/2018
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311 A-A"16563"16563"16563190"56"AABBPos. W2SKYLIGHTCW50Finish: 79T 9M04-261 9/16x53 1/ 462 9/16x53 1/ 461 9/16x53 1/ 4Approved for OrderRelease Version:
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ExteriorDrawing No.Quantity:W21This drawing is the property of Reynaers, is reserved by them
and the drawing is issued on the condition that it is not copied,
reproduced, retained or disclosed to any unauthorised person
either wholly or in part, without consent from Reynaers. This
drawing is indicative only and Reynaers is not responsible for
the accuracy of any information contained therein.
Lillie
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07.08.2017 Reynaers System:CW 50 redesignEgressHandle Finish:PurityStandardCrank OutRestrictor, OpeningReleasableSiteFly Screens Exterior Keyed Lock OtherKeyed AlikeThumb Turn LockHinge Finish:Glazing:FactoryX11/16/2018