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Home My WebLink AboutDRB18-0413_approved plans_1534791998.pdfA001 COVER PROJECT:710 WEST LIONSHEAD CIRCLE - UNIT A VAIL., COLORADO 81657 970.477.29905155 MAIN GORE DRIVEDRAWN BY: DATE: REVISIONS: xxxxLot 20 Vail Meadows Filing No. 1 Town of Vail, Eagle Valley ColoradoMF DRB 04.30.18 REVISION 1 08.16.18 .+:(%% ARCHITECTS PC COPYRIGHT 2018 5155 MAIN GORE DRIVE VAIL, COLORADO 81657 GENERAL NOTES: 1. DO NOT SCALE DRAWINGS. 2. VERIFY ALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. 3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTINUES IN THESE PARTICULAR AREAS. 4. PLAN DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF STEEL, TIMBER, STUD COLUMNS, OR FACE OF CONCRETE UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS OTHERWISE NOTED. 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES, CLOSET RODS AND FALSE BEAMS. 6. REFER TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR TYPES. 7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE FOR WINDOW TYPES. 8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING FLOOR AND WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERTING FROM DRAWINGS. 9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR FOR CONSTRUCTION OF ANY ASPECT OF THE PROJECT, THEY SHALL IMMEDIATELY NOTIFY THE ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT SHALL NOT CONSTITUTE A DELAY IN THE PROJECT. 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERNED BY THE INTERNATIONAL BUILDING CODE AND THE INTERNATIONAL RESIDENTIAL CODE. COMPLIANCE IS MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES INCLUDING IN UBC AND ALL LOCAL AND REGIONAL CODES. 11. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE AND OBTAIN APPROVALS FROM THE ARCHITECT/ENGINEER BEFORE ANY CUTTING, NOTCHING, OR DRILLING OF ANY CAST-IN-PLACE CONCRETE, STRUCTURAL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE CONSTRUCTION. 12. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND SCALE OUT THE BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINNING ANY SITE WORK. 13. THE OWNER HAS BEEN ADVISED THAT DUE TO HARSH WINTER CONDITIONS, ROOF & DECK SURFACES MUST BE MAINTAINED REASONABLE FREE OF ICE & SNOW TO ENSURE MINIMAL PROBLEMS WITH THESE SURFACES. 14. SUBSTITUTIONS OF "EQUAL" PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECT'S WRITTEN APPROVAL. 15. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. 16. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENVELOPE AND/OR OUTSIDE SETBACKS WITHOUT CREATING EASEMENTS. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 17. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. ALL UTILITIES SHALL BE LOCATED TO MINIMIZE EXCAVATION AND VEGETATION IMPACTS TO THE SITE. 18. THE GENERAL CONTRACTOR SHALL MINIMIZE THE LIMITS OF EXCAVATION AND TAKE ADEQUATE MEASURES TO PROTECT ALL VEGETATION BEYOND THE LIMITS OF EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO BLEND WITH THE NON-DISTURBED LANDSCAPE EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO BLEND WITH THE NON-DISTURBED LANDSCAPE. 19. THE SOILS REPORT IS AVAILABLE FROM OWNER'S SOILS ENGINEER. 20. GENERAL CONTRACTOR SHALL VERIFY ALL SITE DEVELOPMENT WITH LANDSCAPE CONSTRUCTION DOCUMENTS. THE SITE PLAN IS FOR GRADING AND LANDSCAPE PLAN IS FOR LAYOUT; ANY DISCREPANCIES VERIFY WITH ARCHITECT. DRAWING INDEX DRB SET 04.30.2018 ARCHITECTURAL: A 001 COVER SHEET SP SITE PLAN A 100 EXIST. & PROPOSED LOWER LEVEL PLAN A 101 EXIST. & PROPOSED MAIN LEVEL PLAN A 300 EXIST. & PROPOSED BUILDING ELEVATIONS A 301 EXIST. & PROPOSED BUILDING ELEVATIONS A 302 EXIST. & PROPOSED BUILDING ELEVATIONS STRUCTURAL: 1 A4.1A Detail Area Reference EL: 0'-0" 1 A4.00 1 A3.0 Elevation Reference Section Cut Reference 1 A-2.0 1 Large Area Detail Reference 12/31/1999 1 Material Tag Revision Symbol 1 A4.1A Detail Cut Reference Grid Bubble Revision Cloud Elevation Symbol PROJECT SUMMARY: CODE: INTERNATIONAL BUILDING CODE 2015 ZONING: TWO FAMILY RESIDENTIAL OCCUPANCY CLASSICIATION: RESIDENTIAL GROUP R-3 PROJECT TEAM: ARCHITECT: K.H. WEBB ARCHITECTS P.C. 710 LIONSHEAD CIRCLE, UNIT A VAIL, CO 81657 P: 970.477.2990 GENERAL CONTRACTOR: BURKE HARRINGTON 970 376-2256 bhcco@comcast.net STRUCTURAL ENGINEER: MONROE & NEWELL ENGINEERS, INC. P.O. BOX 1597 SUITE 204 AVON, CO 81620 PH: 970.949.7768 INTERIOR DESIGNER: XXX XXX XXX XXX SYMBOLS: DRB APPROVED 8/20/2018 12:00:00 AM SNOWSHOE LANE LOT 20 MAIN GORE DRI VE¨4 EXISTING EVERGREEN TREES TO BE REMOVED N 1"=10-0" SITE PLAN NEW 6" DIA. DRAIN PIPE WITH HEAT TAPE NEW 3' TALL ROCK RETAINING WALL. FIELD COORDINATE STAIRS. RECONFIGURE STAIRS, FRAMING SUPPORT AND SNOW MELT ENTRY SLAB PER LOWER LEVEL PLAN SP SITE PLAN PROJECT:710 WEST LIONSHEAD CIRCLE - UNIT A VAIL., COLORADO 81657 970.477.29905155 MAIN GORE DRIVEDRAWN BY: DATE: REVISIONS: xxxxLot 20 Vail Meadows Filing No. 1 Town of Vail, Eagle Valley ColoradoMF DRB 04.30.18 REVISION 1 08.16.18 .+:(%% ARCHITECTS PC COPYRIGHT 2018 1 1 DRB APPROVED 8/20/2018 12:00:00 AM LAUNDRY CRAWL SPACE STORAGE CL CL BEDROOM 2 BEDROOM 3 EL. -0'-8" EL. -0'-7" ENTRY EL. +0'-0" (8662.5') EL. +2'-5" MEDIA ROOM EL. +0'-0" BATH GARAGE LEVEL EL. -6'-2" 1 1/4" = 1'-0" PROPOSED LOWER LEVEL PLAN WALL LEGEND EXISTING WALLS WALLS TO BE REMOVED WALLS TO BE ADDED TO REMAIN BATH MUD REPLACE WINDOW REPLACE EXISTING WINDOW RELOCATE AS SHOWN NEW WINDOWREPLACE EXISTING WINDOW AND DOOR WITH A LARGER DOOR UNIT. REPLACE AND RELOCATE WINDOW AS SHOWN REPLACE WINDOW WITH DOOR AND RAILING UNIT EDGE OF BRIDGE ABOVE TO REMAIN EXISTING STRUCTURAL COLUMN TO REMAIN. FIELD VERIFY EXISTING STRUCTURAL SYSTEM WITH ENGINEER PRIOR TO INTERIOR DEMOLITION. REINFORCE AS REQUIRED FOR REMODEL. EXISTING ROTTEN STRUCTURAL WOOD COLUMNS TO BE REMOVED REMOVE EXISTING FAILED SITE WALLS. CONCRETE WALLS TO BE ADDED EGRESS EGRESS 36" HIGH GUARDRAIL EDGE OF EXISTING DECK ABOVE TO BE REMOVED EXISTING PLANTER TO BE REMOVED 3 A300 4 A300 2 A301 1 A301 7 A301 5 A302 8 A302 6 A302 NEW LANDING EL. -0'-6" (8662.0) PROPOSED 48" FRENCH ENTRY DOOR IN FORMER WINDOW LOCATION. EXISTING PAVEMENT EL. -6'-6" (8656.0) 6" STEP 6" 6" 6" NEW CONCRETE EL. -6'-0" (8656.5) NEW CONCRETE EL. -5'-9" (8656.75) STAIRS 5'-4" LEVEL TO LEVEL 10 RISERS @ 6.4" +/- TREADS @ 14" 10 9 8 7 6 5 4 3 2 1 PROVIDE NEW STEEL BEAMS, STEEL COLUMNS AND CONCRETE PIERS TO SUPPORT UPPER LEVEL PER STRUCTURAL DRAWINGS. SLOP E 1/8" PER FOO T PROPOSED SNOW MELTED STONE OR CONCRETE SLAB EXTERIOR STAIR w/ GRIP RAIL AS COORDINATED WITH ARCHITECT RAISE DOORWAYS 6" TO PROVIDE SLOPE FOR PROPOSED CONCRETE PATIO PROPOSED SNOW MELTED EXPOSED CONCRETE AGGREGATE WALKWAY SLOPING 1/8" PER FOOT TOWARD DRIVEWAY EDGE OF EXISTING UPPER LEVEL TO REMAINEXISTING STAIR ON GRADE TO BE REMOVED PROPOSED 3' TALL ROCK RETAINING WALL PROVIDE ARCHITECTURAL WALL BENEATH BRIDGE ABOVE EXISTING DOOR TO REMAIN PROPOSED ENTRY ROOF WITH GUTTER AND HEAT TAPE TO DRAINAGE PIPE. STEEL COLUMN AND FRAMING PER STRUCTURAL DRAWINGS. DRAIN PIPE IN PORTION OF EXISTING WING WALL TO REMAIN CL CLCL CL BEDROOM 2 BEDROOM 3 CRAWL SPACE LAUNDRY STORAGE EL. -0'-8" DRIVEWAY EL. -5'-9" EL. -0'-7" ENTRY EL. +0'-0" EL. +2'-5" MEDIA ROOM EL. +0'-0" BATH GARAGE LEVEL EL. -6'-2" 1 1/8" = 1'-0" EXISTING LOWER LEVEL PLAN A100 EXIST. & PROP. LOWER LEVEL PROJECT:710 WEST LIONSHEAD CIRCLE - UNIT A VAIL., COLORADO 81657 970.477.29905155 MAIN GORE DRIVEDRAWN BY: DATE: REVISIONS: xxxxLot 20 Vail Meadows Filing No. 1 Town of Vail, Eagle Valley ColoradoMF DRB 04.30.18 REVISION 1 08.16.18 .+:(%% ARCHITECTS PC COPYRIGHT 2018 1 1 DRB APPROVED 8/20/2018 12:00:00 AM BEDROOM 1 LIVING ROOM DECK EL. +8'-2" KITCHEN BATH MASTER BEDROOM EL. 8665.7' DEN CL CL BATHBATH HALLWAY EL. +8'-2" CLFLAT CEILING LINEOPEN 2 1/4" = 1'-0" PROPOSED MAIN LEVEL PLAN DW DW REF PAN PAN OVEN 3 A300 4 A300 APP. GAR. EL. +8'-8" (+8671.2') (+8670.7') WALL LEGEND EXISTING WALLS WALLS TO BE REMOVED WALLS TO BE ADDED TO REMAIN REMOVE FAUX MANSARD ROOF AND STONE VENEER REPLACE EXISTING WINDOWS WITH TALLER UNITS REPLACE EXISTING WINDOW RELOCATE AS SHOWN REPLACE EXISTING WINDOW WITH TALLER UNIT NEW HIGH WINDOW NEW TALL WINDOW REPLACE EXISTING CURVED TOP WINDOW AND DORMER PER STRUCTURAL DRAWINGS REMOVE FAUX MANSARD ROOF AND STONE VENEER REMOVE FAUX MANSARD ROOF AND STONE VENEER NEW 36" GUARDRAIL EGRESS EDGE OF UPPER DECK TO BE REMOVED 2 A301 1 A301 7 A301 5 A302 8 A302 6 A302 FRENCH BALCONY TO REPLACE EXISTING DECK PROVIDE NEW STEEL BEAMS, STEEL COLUMNS AND CONCRETE PIERS TO SUPPORT UPPER LEVEL PER STRUCTURAL DRAWINGS. NEW WINDOW BEDROOM 1 LIVING ROOM EL. +8'-8" DECK EL. +8'-2" KITCHEN BATH MASTER BEDROOM EL. +4'-8" DEN CL CL BATHBATH HALLWAY EL. +8'-2" DECK EL. +7'-8" CL OPEN 2 1/8" = 1'-0" EXISTING MAIN LEVEL PLAN A101 EXIST. & PROP. MAIN LEVEL PROJECT:710 WEST LIONSHEAD CIRCLE - UNIT A VAIL., COLORADO 81657 970.477.29905155 MAIN GORE DRIVEDRAWN BY: DATE: REVISIONS: xxxxLot 20 Vail Meadows Filing No. 1 Town of Vail, Eagle Valley ColoradoMF DRB 04.30.18 REVISION 1 08.16.18 .+:(%% ARCHITECTS PC COPYRIGHT 2018 1 1 DRB APPROVED 8/20/2018 12:00:00 AM MAIN LEVEL EL. +8'-8" (+8671.2') LOWER LEVEL EL. +0'-0" (+8662.5') 3 1/4" = 1'-0" PROPOSED HOUSE SOUTH ELEVATION HALLWAY EL. +8'-2" (+8670.7') EXISTING FAUX MANSARD ROOF AND BEAM ENDS TO BE REMOVED REPLACE EXISTING WINDOWS AS SHOWN. SEE STRUCTURAL DRAWINGS FOR NECESSARY MODIFICATIONS EXISTING BRIDGE ELEMENT TO REMAINEXISTING RECENTLY RENOVATED FACADE TO REMAIN METAL FLASHING TYPICAL RE-STUCCO EXISTING CHIMNEY ELEMENT WITH SMOOTH STUCCO AND 1/2" REGLETS 1x8 TONGUE AND GROOVE CEDAR SIDING FLASHING STRIP 1/4" WIDE (TYPICAL) EXISTING DOOR TO REMAIN ADD FRONT DOOR PER PLAN MAIN LEVEL EL. +8'-8" (+8671.2') LOWER LEVEL EL. +0'-0" (+8662.5') 4 1/4" = 1'-0" PROPOSED HOUSE NORTH ELEVATION EXISTING FAUX MANSARD ROOF AND BEAM ENDS TO BE REMOVED PROPOSED DOOR LOCATION PER PLAN. SEE STRUCTURAL DRAWINGS FOR FRAMING REQUIREMENTS TYPICAL ENLARGE EXISTING WINDOWS NEW WINDOW LOCATIONS PER PLAN TYPICAL. SEE STRUCTURAL DRAWINGS FOR NECESSARY MODIFICATIONS. EXISTING RECENTLY RENOVATED FACADE TO REMAIN RE-STUCCO EXISTING CHIMNEY ELEMENT WITH SMOOTH STUCCO AND 1/2" REGLETS 1x8 TONGUE AND GROOVE CEDAR SIDING NEW 3.5 x 3.5 GRIDDED MESH METAL RAILING BLACK 1x6 CEDAR TYPICAL FLASHING STRIP 1/4" WIDE (TYPICAL) MAIN LEVEL EL. +8'-8" (+8671.2') LOWER LEVEL EL. +0'-0" (+8662.5') 3 1/8" = 1'-0" EXISTING HOUSE SOUTH ELEVATION MAIN LEVEL EL. +8'-8" (+8671.2') LOWER LEVEL EL. +0'-0" (+8662.5') 4 1/8" = 1'-0" EXISTING HOUSE NORTH ELEVATION A300 EXIST. & PROP. BUILDING ELEVS. PROJECT:710 WEST LIONSHEAD CIRCLE - UNIT A VAIL., COLORADO 81657 970.477.29905155 MAIN GORE DRIVEDRAWN BY: DATE: REVISIONS: xxxxLot 20 Vail Meadows Filing No. 1 Town of Vail, Eagle Valley ColoradoMF DRB 04.30.18 REVISION 1 08.16.18 .+:(%% ARCHITECTS PC COPYRIGHT 2018 1 1 DRB APPROVED 8/20/2018 12:00:00 AM MAIN LEVEL EL. +8'-8" (+8671.2') 2 1/8" = 1'-0" EXISTING HOUSE WEST ELEVATION MAIN LEVEL EL. +8'-8" (+8671.2') LOWER LEVEL EL. +0'-0" (+8662.5') 1 1/4" = 1'-0" PROPOSED HOUSE EAST ELEVATION EXISTING FAUX MANSARD ROOF AND BEAM ENDS TO BE REMOVED REMOVE EXISTING STONE VENEER REPLACE EXISTING WINDOWS AS SHOWN. SEE STRUCTURAL DRAWINGS FOR NECESSARY MODIFICATIONS NEW WINDOW LOCATIONS PER PLAN TYPICAL. SEE STRUCTURAL DRAWINGS FOR NECESSARY MODIFICATIONS. NEW DOOR AS SELECTED BY OWNER. SEE STRUCTURAL DRAWINGS FOR FRAMING REQUIREMENTS TYPICAL BUILDING BEYOND NOT SHOWN FOR SIMPLICITY TYPICAL NEW 3.5 x 3.5 GRIDDED MESH METAL RAILING FLASHING STRIP 1/4" WIDE (TYPICAL) 1x8 TONGUE AND GROOVE CEDAR SIDING MAIN LEVEL EL. +8'-8" (+8671.2') 2 1/4" = 1'-0" PROPOSED HOUSE WEST ELEVATION EXISTING FACADE TO REMAIN MAIN LEVEL EL. +8'-8" (+8671.2') LOWER LEVEL EL. +0'-0" (+8662.5') 1 1/8" = 1'-0" EXISTING HOUSE EAST ELEVATION 7 1/4" = 1'-0" PROPOSED GARAGE EAST ELEVATION MASTER LEVEL EL. 8665.7' GARAGE LEVEL EL. 8656.8' MAIN LEVEL EL. +8'-8" (+8671.2')HALLWAY EL. +8'-2" (+8670.7') EXISTING BRIDGE ELEMENT TO REMAIN. APPLY NEW METAL PANELING FINISH PER MANUFACTURES DETAILS AND SPECIFICATIONS REMOVE EXISTING FAUX MANSARD ROOF AND STONE VENEER GLASS GARAGE DOORS REMOVE EXISTING DORMER AND WINDOW REFRAME PER STRUCTURAL DRAWINGS FOR NEW WINDOW REMOVE EXISTING FAUX MANSARD ROOF AND STONE VENEER BLACK SHEET METAL 22 GAGE RANDOM WIDTH BARNWOOD SIDING TYPICAL @ GARAGE METAL PANEL ROCK RETAINING WALL BEYOND SKEWED BUILDING BEYOND NOT SHOWN FOR SIMPLICITY REMOVE EXISTING DECK ADD NEW 3.5 x 3.5 GRIDDED MESH METAL RAILING AT PROPOSED FRENCH RAILING EXISTING PLANTER AND FAILED RETAINING WALLS TO BE REMOVED PROVIDE NEW STEEL BEAMS, STEEL COLUMNS AND CONCRETE PIERS TO SUPPORT UPPER LEVEL PER STRUCTURAL DRAWINGS. INSULATE BEAMS WITH SPRAY ON INSULATION AS REQUIRED WHERE THEY MEET WOOD FRAMING TO PREVENT CONDENSATION ISSUES. PRIME, PAINT, FLASH AND MAINTAIN AS REQUIRED. COORDINATE DETAILS WITH ARCHITECT AT TIME OF CONSTRUCTION. NEW STAIR TO ENTRY PER PLAN LOWER LEVEL EL. +0'-0" (+8662.5') PROPOSED 48" FRENCH ENTRY DOOR PER PLAN PROPOSED WINDOW PER PLAN RAISE PARAPET OVER GARAGE 10" TO ACCOMMODATE DRAINAGE MASTER LEVEL EL. 8665.7' GARAGE LEVEL EL. 8656.8' UPPER LEVEL EL. +8'-8" (+8671.2')HALLWAY EL. +8'-2" (+8670.7') 7 1/8" = 1'-0" EXISTING GARAGE EAST ELEVATION A301 EXIST. & PROP. BUILDING ELEVS. PROJECT:710 WEST LIONSHEAD CIRCLE - UNIT A VAIL., COLORADO 81657 970.477.29905155 MAIN GORE DRIVEDRAWN BY: DATE: REVISIONS: xxxxLot 20 Vail Meadows Filing No. 1 Town of Vail, Eagle Valley ColoradoMF DRB 04.30.18 REVISION 1 08.16.18 .+:(%% ARCHITECTS PC COPYRIGHT 2018 1 1 1 DRB APPROVED 8/20/2018 12:00:00 AM 6 1/4" = 1'-0" PROPOSED GARAGE SOUTH ELEVATION MASTER LEVEL EL. 8665.7' MAIN LEVEL EL. +8'-8" (+8671.2') HALLWAY EL. +8'-2" (+8670.7') GARAGE LEVEL EL. 8656.8' BLACK SHEET METAL 22 GAGE EXISTING BRIDGE ELEMENT TO REMAIN SKEWED BUILDING BEYOND NOT SHOWN FOR SIMPLICITY REMOVE EXISTING DORMER AND WINDOW REFRAME PER STRUCTURAL DRAWINGS FOR NEW WINDOW REMOVE EXISTING FAUX MANSARD ROOF AND STONE VENEER REPLACE EXISTING WINDOWS WITH SINGLE TALLER UNIT RANDOM WIDTH BARNWOOD SIDING TYPICAL METAL FLASHING TYPICAL AT TOP OF PARAPET WALL, ALL WINDOWS, DOORS AND PROTRUSIONS SMOOTH STUCCO WITH 1/2" REGLETS NEW METAL PANELING FINISH PER MANUFACTURES DETAILS AND SPECIFICATIONS RAISE PARAPET OVER GARAGE 10" TO ACCOMMODATE DRAINAGE 5 1/4" = 1'-0" PROPOSED GARAGE WEST ELEVATION MASTER LEVEL EL. 8665.7' MAIN LEVEL EL. +8'-8" (+8671.2') HALLWAY EL. +8'-2" (+8670.7') GARAGE LEVEL EL. 8656.8' LOWER LEVEL EL. +0'-0" (+8662.5') RANDOM WIDTH BARNWOOD SIDING TYPICAL EXISTING BRIDGE ELEMENT TO REMAIN, SKEWED IN PLAN. ADJACENT BUILDING NOT SHOWN FOR SIMPLICITY EXISTING FAUX MANSARD ROOF TO BE REMOVED BEYOND REPLACE EXISTING WINDOWS NEW ENLARGED FIXED WINDOWS NEW METAL PANELING FINISH PER MANUFACTURES DETAILS AND SPECIFICATIONS WALL INFILL PER LOWER LEVEL PLAN RAISE PARAPET OVER GARAGE 10" TO ACCOMMODATE DRAINAGE 8 1/4" = 1'-0" PROPOSED GARAGE NORTH ELEVATION MASTER LEVEL EL. 8665.7' GARAGE LEVEL EL. 8656.8' HALLWAY EL. +8'-2" (+8670.7') REMOVE EXISTING DORMER AND WINDOW REFRAME PER STRUCTURAL DRAWINGS FOR NEW WINDOW REMOVE EXISTING ROTTEN FRAMING AND REPLCAE WITH STEEL BEAMS, COLUMNS AND CONCRETE PER STRUCTURAL DRAWINGS. COORDINATE ALL AREAS OF RECONSTRUCTION INCLUDING BUT NOT LIMITED TO BUILD UP, WATERPROOFING, FLASHING, FINISHES, DETAILS AND SPECIFICATIONS WITH ARCHITECT BEFORE WORK IS COMPLETED. REMOVE EXISTING FAUX MANSARD ROOF AND STONE VENEER EXISTING BRIDGE ELEMENT TO REMAIN. BLACK SHEET METAL 22 GAGE RANDOM WIDTH BARNWOOD SIDING TYPICAL "3x" ACCENT BOLTED TO HOUSE WITH METAL FLASHING TYPICAL NEW 3.5 x 3.5 GRIDDED MESH METAL RAILING ON FRENCH DECK PER PLAN EXISTING BRIDGE ELEMENT TO REMAIN. APPLY NEW METAL PANELING FINISH PER MANUFACTURES DETAILS AND SPECIFICATIONS PLANTER TO BE REMOVED EXISTING DECK TO BE REMOVED RAISE EXISTING DOORS TO ACCOMMODATE PROPOSED SLOPING SNOW MELTED ENTRY SLAB PER PLAN SMOOTH STUCCO WITH 1/2" REGLETS RAISE PARAPET OVER GARAGE 10" TO ACCOMMODATE DRAINAGE MASTER LEVEL EL. 8665.7' GARAGE LEVEL EL. 8656.8' HALLWAY EL. +8'-2" (+8670.7') 8 1/8" = 1'-0" EXISTING GARAGE NORTH ELEVATION MASTER LEVEL EL. 8665.7' UPPER LEVEL EL. +8'-8" (+8671.2') HALLWAY EL. +8'-2" (+8670.7') GARAGE LEVEL EL. 8656.8' 6 1/8" = 1'-0" EXISTING GARAGE SOUTH ELEVATION MASTER LEVEL EL. 8665.7' UPPER LEVEL EL. +8'-8" (+8671.2') HALLWAY EL. +8'-2" (+8670.7') GARAGE LEVELEL. 8656.8' 5 1/8" = 1'-0" EXISTING GARAGE WEST ELEVATION A302 EXIST. & PROP. BUILDING ELEVS. PROJECT:710 WEST LIONSHEAD CIRCLE - UNIT A VAIL., COLORADO 81657 970.477.29905155 MAIN GORE DRIVEDRAWN BY: DATE: REVISIONS: xxxxLot 20 Vail Meadows Filing No. 1 Town of Vail, Eagle Valley ColoradoMF DRB 04.30.18 REVISION 1 08.16.18 .+:(%% ARCHITECTS PC COPYRIGHT 2018 1 1 1 1 1 DRB APPROVED 8/20/2018 12:00:00 AM