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Home My WebLink AboutDRB18-0482_conceptual plans_1541094586.pdfMATERIAL LEGEND SECTOIN PLAN CONCRETE STONE FRAME WALL TILE GLAZING INSULATION STEEL GYP. WALL BOARD/ STUCCO / PLASTER EARTH GRAVEL / NON- COMPACTED FILL SAND FINISHED WOOD ROUGH FRAMING RIGID INSULATION WOOD BLOCKING PLYWOOD SPRAY FOAM INSULATION Room name 150 SF A101 1 SIM 101 A101 1Ref 1 Ref1 Ref1Ref A101 1Ref 1 Ref1 Ref1Ref FD GRID LINE ? LD Name Elevation 1 12 2 Room name 101 1 A101 SIM 3" 1i / 1 A101 1 View Name 1/8" = 1'-0" 1i AREA TAG DETAIL CALLOUT CENTER LINE INDICATOR DOOR TAG EXTERIOR ELEVATION MARKER INTERIOR ELEVATION MARKER FLOOR DRAIN GRID LINE MATERIAL INDICATOR LANDSCAPE DRAIN ELEVATION MARK NORTH ARROW REVISION MARK ROOF SLOPE ROOM TAG SECTION MARK SHOWER HEAD SPOT ELEVATION STEP STRUCTURAL FRAMING VIEW REFERENCE VIEW TITLE WINDOW MARK SYMBOL LEGEND NEOPRENT RESIDENCE 184 BEAVER DAM RD. VAIL, CO. 81657 ZONE DISTRICT: TWO-FAMILY PRIMARY/SECONDARY RESIDENTIAL (PS) LOT IS .477 ACRES, EQUAL TO 20,778 SF ALLOWABLE GRFA .46 SF/1 SF OF SITE AREA < 10,000 SF AREA OF THE SITE 10,000 X 0.46 EQUALS 4,600 SF .38 SF PER 1 SF OF SITE AREA > 10,000 SF OF SITE AREA 5,000 X 0.38 EQUALS 1,900 SF .13 SF PER 1 SF OR SITE AREA > 15,000 SF OF SITE AREA 5,778 X 0.13 EQUALS 751 SF TOTAL ALLOWED GROSS RESIDENTIAL FLOOR AREA (GRFA) FOR ENTIRE LOT 7,251 SF ALLOWED GRFA FOR PRIMARY UNIT 60% OF TOTAL GRFA (UNIT A) 4,351 SF ALLOWED GRFA FOR SECONDARY UNIT 40% OF TOTAL GRFA (UNIT B) 2,900 SF PROPOSED SQUARE FOOTAGE SUMMARY (BOTH SIDES OF DUPLEX COMBINED) HABITABLE SF GRFA LOWER LEVEL 3,186 SF 191 SF *1 MAIN LEVEL 4,163 SF 4,163 SF UPPER LEVEL 2,708 SF 2,708 SF GARAGE AREA OVER 600 SF 0 SF TOTAL BOTH SIDES 10,057 SF 7,062 SF TOTAL ALLOWABLE GRFA BOTH SIDES 7,251 SF TOTAL REMAINING GRFA BOTH SIDES 189 SF SITE COVERAGE ALLOWABLE SITE COVERAGE ON THE LOT: 20% 4,156 SF PROPOSED SITE COVERAGE BOTH SIDES - (FROM TOV RECORDS) 4,155 SF PROPOSED SITE COVERAGE FOR ROOFS BEYOND 4' - SF TOTAL REMAINING SITE COVERAGE BOTH SIDES 25.62 SF PROPOSED ADDITION 25.0 SF 1* 94% OF THE LOWER LEVEL WALL IS ABOVE EXISTING OR FINISHED GRADE WHICHEVER IS MORE RESTRICTIVE. THEREFORE, 94% OF THE LOWER LEVEL SF IS COUNTED AS GRFA. LOWER LEVEL HABITABLE= 3,190 SF X 0.06= 191 SF A. The contract documents, aka construction documents, consist of the architectural and structural drawings/notes, the exterior color/material schedule, architectural finish schedule, and the project outline specifications as well as the agreement between the contractor and owner. Any work shown, specified and/or noted in one of the documents shall be supplied as though fully covered in all. Any discrepancy between the different parts should be reported to the architect immediately. B. Contractor will assume responsibility of items requiring coordination and resolution during the construction process. C. All work shall comply with all state and local codes and ordinances, and shall be performed to the highest standards of craftsmanship by journeyman of the appropriate trades. D. These documents are intended to include all labor, materials, equipment and services required to complete all work described herein. It is the responsibility of the contractor to bring to the attention of the architect any conditions which will not permit construction according to the intentions of these documents. It is the responsibility of the architect to provide details and/or directions regarding design intent where it is altered by existing conditions or where neglected in the documents. E. All change orders must be approved in writing by the owner prior to contractor performing any work associated with a change order unless owner has authorized contractor to proceed. F. Any materials proposed for substitution of those specified or called out by trade name in these documents shall be presented to the architect for review and approval. The contractor shall submit samples, product data, manufacturers installation recommendations and a side by side analysis / spread sheet comparing ASTM testing/performance or other applicable standards, warranty, limitations, maintenance considerations, cost, lead time/schedule impact, any incompatibility/impact to other products or systems in project, and impact on LEED certification if applicable for the project for the proposed substitution and the specified product. Once all required information is received by architect, a minimum of three weeks is required for review and approval and or denial of substitution. G. Submit samples as required by drawings and specifications. All samples shall be reviewed by the architect before the work is performed. Work must conform to the reviewed samples. Any work which does not conform shall be removed and replaced with work which conforms at the contractor's expense. Subcontractors shall submit requests and samples for review through the general contractor when work is let through him or her. Required verifications and submittals to be made in adequate time as to not delay progress. Once competed samples including all required product information if applicable is received by architect, a minimum of three weeks’ time is required for review and approval and or denial of samples. H. Shop drawings must be thoroughly reviewed and stamped approved by contractor prior to submitting to architect to make sure they meet construction document requirements and are accurate in terms of correct quantities, dimensions, handing and design intent. Shop drawings shall be submitted to the architect for his or her review where called for anywhere in these documents. Review shall be made by the architect and architect’s consultants for general compliance with construction drawings and design intent only. Architect’s review is required before work is begun, and work shall conform to the reviewed shop drawings, subject to replacement as required per above. Architect will try to identify any discrepancies in shop drawings, but contractor is ultimately responsible for shop drawing accuracy as the shop drawings are a product of their subcontractor. I. The building inspector shall be notified by the contractor when there is need of inspection as required by the 2015 international building code/international residential code, 2015 IECC, or any applicable or local code or ordinance. J. The contractor shall be responsible for the safety and care of adjacent properties during construction, for compliance with federal and state O.S.H.A. regulations, and for the protection of all work until it is delivered completed to the owner. Contractor to repair any damage to adjacent properties or completed work at his or her own expense. K. All dimensions noted take precedence over scaled dimensions. Dimensions noted with "N.T.S." denotes not to scale. L. Contractor shall verify and coordinate all openings through floors, ceilings, and walls with all architectural, structural, mechanical, plumbing, and electrical drawings. Verify with structural engineer if holes/notches can be cut in structural members prior to doing so. M. Contractor to coordinate new construction w/ existing conditions and notify architect and structural engineer about discrepancies of drawings of existing house/conditions and assumptions. Every reasonable effort should be made by contractor to protect and/or minimize damage to existing conditions. N. Contractor to coordinate sub-contractor start up meetings with the architect prior to the sub-contractor starting scope of work to review the construction documents and to answer any questions. The scope of work at 184 Beaver Dam Rd. Vail, CO 81657 shall consist of a remodel of an existing residence. Main level interior changes: Changes on this level will comprise a new larger chefs’ kitchen along with informal dining in place of existing kitchen and dining area. A proposed addition will be made by moving a hall wall into the existing courtyard space allowing for a new pantry area along with two storage closets on the main level. A new master suite will replace existing guest room over the existing garage. Upper level interior changes: An existing master suite on the upper level will be replaced by two guest rooms with baths. Lower level addition will be carried to the second level adding an alcove in the existing upper level study. Exterior changes: A new larger window will replace existing smaller window in the new master bath (master level north elevation). Bump out addition in the existing courtyard will receive new casement windows at second level study overlooking the courtyard. A new proposed lift and slide door will be added at the courtyard off the kitchen. Proposing a new out-swing patio door off lower hall into the courtyard. Proposing new sliding door and windows at kitchen (main level south elevation). Proposing a new window at the second level new guest bath #1 (second level south elevation). Scale Date Drawn by Checked by US Mail Only: P. O. Box 2378Physical / Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans@berglundarchitects.com www . berglundarchitects.com PROJECT DIRECTORYABBREVIATIONS DRAWING LIST: VICINITY MAP Galvanized Laminated Wood Beam General Contractor Hardware Gypsum Wallboard Grade Gypsum RW RO SEW SECT SAN SHLV Cpt Carpet CeramicCER SIM SHT W/ Reinforce (d)REINFFD Floor Drain With (comb. form) RequiredRound Head Sheet Metal ScrewGA FDN FTG RoomRM RHSMREQDGaugeFoundation Footing WD W/O Wood Without and Air Conditioning Heating, Ventilating, LavatoryManufacturer Laminate Inside Diameter Miscellaneous Mechanical Not In Contract Medicine Cabinet Masonry Opening Horizontal On Center Not to Scale Oriented Strand Board Opposite Outside Diameter Property Plywood Perforated (d) Prefinished Sheet Metal Penny (nails, etc.) Refrigerator Radius or Riser Not Applicable AAD ADD AGG ADJ AOR BM ARCH ALT BD BS BET BRG AFF CL BLDG CAB CLOS CMU CJ CONC COL DP DIA DET CONT BO DR DN DW EL EA DRWG DS EQ EJ EXIST EXT FE CABT FOC FOS FP FL FIN DIM GC GALV Glass GLB GRGL HeadHD HDW GWB Highway Height HWY HT HVAC GYP Addendum Attic Access Door Aggregate AdjacentArea of Refuge Alternate Beam Architectural Board Between Both Sides Bearing Above Finished Floor Interior JointJT INT ID MOMFGLAVLAM Maximum Material MAX MC MTL Minimum NIC MISC MIN MECH Cabinet Building Centerline Closet Concrete Column Construction Joint Detail Diameter DamproofingContinuous Concrete Masonry Unit HORBottom Of OpeningOPG OC NTS d OD OSB OPP PlatePL PFSM PLWD PERF Project ProductPROD PROP PROJ Drain Dishwasher Down Elevation Each Drawing Downspout Equal Existing Exterior Expansion Joint Face Of Concrete Face Of Stud Fire Extinguisher Cabinet ReferREF REFRFloor Fireproof RFinish NADimension Tounge and Groove Toilet Paper Holder Sound- Transmission Class Vinyl Asbestos Tile United States Gage Unless Noted Otherwise Uniform Building Code SL SQ SPEC STC SM SUB STRUCT STL TV TEL SUSP SUPPL IE THK TEMP TO T&B T&G TPH STD Roof Window Sewer Sanitary Section Rough Opening Sliding Shelves Similar Square Specification Sheet Metal Sheet Steel Substitute Structure (al) TelevisionTelephoneSuspend (ed)Supplement (al) That Is Thick Tempered Top Of Top and Bottom Standard UG TYP TS USG UBC UNFIN U.N.O. VENT VIF VERT VAR VAT WC V WT WIN WP Typical Underground Tube Steel Unfinished Variable Vertical Ventilate Verify In Field Voltage Water Closet Weight Window Waterproof T Tread Issue Date: Power Actuated FastenedPAF Issue Date CODE: 2015 IRC, CONSTRUCTION TYPE: V-B, R3 ENERGY CONSERVATION: THE BUILDING COMPLIES WITH THE ENERGY CONSERVATION REQUIREMENT FROM CHAPTER 4 OF THE 2015 INTERNATIONAL ENERGY CODE PER ZONE 6B ADOPTED BY THE TOWN OF VAIL, AND AS DEMONSTRATED BY PRESCRIPTIVE BUILDING THERMAL ENVELOPE, AS FOLLOWS: Maximum Glazing U-Factor of .32 for new single family dwelling units per Town of Vail amendments, this can be a weighted average. The windows and doors with dual glazed Low E glazing (Low E on two surfaces) exceeds this requirement. Building complies with the Energy Conservation requirement in Chapter 4 of the 2015 IECC per Zone 6B as adopted by Town of Vail as follows: The following is a summary for the climate zone 6B of Table 402.1.1 requirements of the IECC, as adopted by Town of Vail, and an outline of the provided R values of the assemblies of the building which are defined in the Construction Document Drawings and Specifications: Existing Ceilings & Roofs Insulation - Requirement of R-49 which is reduced to R-38 per 402.2.1 since the construction techniques provide a full R-38 insulation value over the wall top plate. New Ceilings & Roofs Insulation - Requirement of R-49 which is reduced to R-38 per 402.2.1 since the construction techniques provide a full R-38 insulation value over the wall top plate. The design provides a full R-38 insulation value over the wall top plate as follows: Provide R62.4 at roof cavities with 5/8" plywood over 14" TJIs with 4" minimum of 2# closed cell spray foam insulation with an R value of 6.6 per inch equaling R-26.4 and 12" of blown in cellulose insulation with R-3.6 per inch equaling R-36. Existing Exterior Walls Insulation - R-20: Providing approximate R-20 per the sum of the existing cavity insulation with exterior wall finish (stucco, wood siding, or stone veneer), over existing wall sheathing. New Exterior Walls Insulation - Requires R-20: Exterior walls with 5.5" cavity: Provide R-25.8 with 2" of poly iso spray foam insulation @ inside of sheathing with an R value of 6.6 per inch equaling R-13.2 and 3.5" of blown in cellulose insulation with an R value of R-3.6 per inch equaling R-12.6 or approved equal CODE INFORMATION PROJECT INFORMATION ARCHITECT BERGLUND ARCHITECTS, LLC P.O. Box 2378 210 Edwards Village Blvd Suite A103 Edwards, CO 81632 Phone: (970) 926-4301 Fax: (970) 926-4364 hans@berglundarchitects.com STRUCTURAL ENGINEER CLIENTS CONTRACTOR PROJECT DESCRIPTION GENERAL NOTES The Mark A. Neoprent 2009 Qualified Personal Residence Trust and The Lisa King Neoprent 2009 Qualified Personal Residence Trust 11 Terrace Circle Armonk, NY 10504 Phone: (914) 924-3781 lisaneoperent@gmail.com mneoprent@gmail.com BECK BUILDING COMPANY 780 Nottingham Rd. Avon, CO. 81652 Phone: (970) 949-1800 TBD As indicated 9/24/2018 3:20:41 PMA1.0 COVER SHEET SMM AG NEPORENT RESIDENCE 09/24/2018 CONCEPTUAL DRB 09/24/2018 CONCEPTUAL DRBNEPORENT RESIDENCE184 BEAVER DAM RD, VAIL VILLAGEFILING 1, BLOCK 7, LOT 24EA1.0 COVER SHEET ARCHITECTURAL DRAWINGS A3.2 MAIN LEVEL FLOOR PLAN A3.3 UPPER LEVEL FLOOR PLAN A3.4 ADDITION DIAGRAM MAIN LEVEL A3.5 ADDITION DIAGRAM UPPER LEVEL A4.1 ELEVATIONS A4.2 ELEVATIONS A5.1 BUILDING SECTIONS A5.2 BUILDING SECTIONS REVISION SCHEDULE # DESCRIPTION DATE A4.1 A4.2 1 5' - 4"3' - 10" 3' - 6"6' - 1 3/4" 6' - 6 1/4" 14' - 0 1/4" 10' - 8"7' - 9 3/4" 6' - 1 1/8" 6' - 5"OPENING 3' - 0" 4' - 11 7/16" OPENING 2' - 10" 3' - 2 11/16" OPENING 2' - 4" 13' - 0"11' - 3" 4' - 0"4' - 0"3' - 8 1/2" 9' - 5 3/8"5' - 7"NEW POWDER 102 NEW LAUNDRY 101 NEW KITCHEN 100 2' - 1" 2' - 1"BENCH 5' - 6"3' - 6" CLEARR R UP DN PROPOSED NEW TWO PANEL LIFT AND SLIDE DOOR 2' - 1"EXISTING BALCONY TO BE DEMOLISHED DW TR DW TR NEW 60" RANGE FILL IN EXISTING DOOR A B C D E F G 1 2 3 4 5 6 7 8 STORAGE FREEZER DRAWERS BELOW EXISTING WALLS TO BE DEMOLISHED EXISTING WALLS TO BE DEMOLISHED EXISTING FIREPLACE TO BE DEMOLISHED DESKFAX/PRINT/SCAN NEW CUSTOM BUILT-IN FOR DESK, TV, AND STORAGE NEW UNDERMOUNT TUB MAKEUPEXISTING WALL TO BE DEMOLISHEDOPAQUE GLASS @ W.C. ROBURN MEDICINE CABINET ROBURN MEDICINE CABINET NEW CLOS. #2 106 NEW LARGER WINDOW TO REPLACE EXISTING SLIDING SHELF UP DN EXISTING ENTRY EXISTING LIVING EXISTING FORMAL DINING 8176' - 0" 8181' - 0" NEW MASTER BATHROOM 104 5' - 0 3/4" R.O. 3' - 2 3/4" R.O. 8176' - 0" LINE OF NEW UPPER CABINETS LINE OF DRAWERS ON EXTENDED ARMS 8176' - 0" 8175' - 11" DN EXISTING ELEVATOR 2' - 8 3/4" R.O.2' - 8 3/4" R.O.3' - 0" CLEAR3' - 5 1/2"9' - 6"1 A5.1 NEW CLOS. #1 105 K PROPOSED NEW WINDOW LOCATIONS PROPOSE TO RESUE WINDOWS RELOCATED FROM COURTYARD AT THESE LOCATIONS EXISTING COURTYARD 3' - 4" 1" 2' - 8"5 1/2" 4' - 3" 3 1/2" 5' - 0" 3 1/2" 5' - 8 1/4" 3 1/2" 17' - 3 1/4"18' - 4" 16' - 1" 13' - 0 1/2" 10' - 6 1/2" 4' - 0" 2' - 0" EXISTING WINDOW TO BE REMOVED EXISTING WINDOW TO BE REMOVED EXISTING WALL TO BE DEMOLISHED 5' - 6" 7' - 2 1/4" 3 1/2" 7' - 2 1/4"1' - 10 1/2"3' - 5 1/2" 3' - 6" 2' - 6" 3' - 6" 5 1/2" 7' - 11" 3 1/2" 1' - 5" 3' - 11 1/2"OPENING 2' - 4" 4' - 10" R.O.4' - 10" R.O. 5' - 10" R.O.13' - 2"29' - 1 1/2" 8175' - 5" 6" 1" FIREPLACE TO BE REMOVED LINE OF BUILT-IN TO BE REMOVED LINE OF BUILT-IN TO BE REMOVED FD 5' - 0" 4' - 0" 3' - 4" 4' - 6" 10' - 10" OPENING CLOS. DOUBLE HANGING SINGLE TALL HANGING WITH TWO SHELVES ABOVE 2' - 6" FURNITURE 2 A5.2 4 1/4" 9 3/4" NEW FAMILY DINING 10' - 0"6 5/8"ALIGN 1' - 6"3 3/8"5' - 0 1/4" 9' - 0" 3' - 6"1" 2' - 8" 2' - 0" 2' - 0" 1' - 9" 2' - 8" 1" 3' - 10 3/8" 2' - 1" NEW INSWING PATIO DOOR, TO ALIGN WITH CENTERLINE OF WINDOW ABOVE 12' - 11 1/2" 12' - 10 3/4" DOUBLE HANGING SHELVES AND DRAWERS SINGLE HANGING SHOE SHELF PANTRY PANTRY WITH PULL OUT DRAWERS DASHED LINES SHOWPROPOSED TRELLIS ABOVE SEE FOR MORE INFO PROPOSED NEW TWO PANEL LIFT AND SLIDE DOOR 2' - 1 7/8" 2' - 1" 1 1/2"1 1/2"2' - 0"1' - 6" 1' - 4 1/2" CLOS. 1' - 11 1/16" 1' - 11 1/16" CLEAR GLASS AT SHOWER LINE OF WALL BELOW EXISTING COLUMN DASHED LINE OF DECK ABOVE DECK STRUCTURE EXISTING WALLS TO BE DEMOLISHED UP 14' - 2 1/4" 10' - 1" 9' - 6 1/2" 5' - 5 1/2" 9' - 11 1/2" 10' - 7" 8' - 0"7' - 9" EXISTING PILASTER AT FACE OF BUILDING EXISTING COLUMN EXISTING COLUMN HATCH REGION SHOWS AREA OF ADDITION (25 SF) SEE FOR MORE INFO NEW MASTER BEDROOM 103 A1.0 1 1"8' - 10 3/4" R.O. 3' - 0" EXISTING DOOR AT NEW POWDER 2' - 1" / 1 A3.7 ALIGN1' - 6" 3' - 2 3/4" CLEAR 1" REUSE DOOR FROM KITCHEN 1 A5.2 DOWNSPOUT LOCATION DOWNSPOUT LOCATION 6 005 5004 4003 3002 2001 1001 101A 103A 104A 104B 104C 105A 106A DOUBLE SWING DOOR / 1 A3.4 2' - 6" OPENING WOOD FRAMED WALLS, FLOORS, AND, ROOFS AND COLUMNS SHOWN WHITE WITH SOLID BLACK LINES AREA OF ADDITION CONCRETE WALL SHOWN WITH HATCH EXISTING WALL NEW WALL DEMOLISHED GENERAL NOTES: 1) FLOOR TO FLOOR HEIGHTS ARE APPROXIMATE; VERIFY ALL EXISTING FLOOR TO FLOOR HEIGHTS, ASSEMBLIES, AND RADIANT HEAT INSTILLATION METHODS PRIOR TO CONSTRUCTION. 2) AREA OF ADDITION SHOWN WITH DIAGONAL HATCH PATTERN. 3) EXTERIOR LIGHTING AS NOTED. 4) SEE ELEVATIONS FOR ALL EXTERIOR MATERIAL CALL OUTS. 5) VERIFY ALL EXISTING WALL, ROOF, WINDOW, AND DOOR LOCATIONS/DIMENSIONS/ASSEMBLIES AND COORDINATE ANY DISCREPANCIES WITH ARCHITECT. 6) DOWNSPOUTS TO BE RUN IN SOLID PIPE BELOW GRADE TO DAYLIGHT BEYOND LIMITS OF EXCAVATION. PROVIDE HEAT TAPE TYP. 7) VERIFY ALL INTERIOR FIXED FINISHES WITH INTERIOR DESIGNER. 8) ALL WINDOWS, DOORS, PLUMBING, CABINETS, STRUCTURE, FINISHES, ETC ARE EXISTING UNLESS NOTED OTHERWISE GENERAL DEMOLITION NOTES: 1) COORDINATE THE REMOVAL OF PERSONAL ITEMS, FURNISHINGS, AND APPLIANCES FROM NECESSARY AREAS PER OWNERS DIRECTION. 2) GENERAL CONTRACTOR SHALL SALVAGE AND PROTECT FOR REUSE ANY NOTED OWNER ITEMS BEFORE DEMOLITION. 3) GENERAL CONTRACTOR TO COORDINATE APPROPRIATE DISCONTINUANCE AND OR RELOCATION OF ALL REQUIRED UTILITIES BEFORE DEMOLITION. 4) CONTRACTOR TO ARRANGE SUFFICIENT VENTILATION DURING DEMOLITION TO PROTECT INDOOR AIR QUALITY IN THE HOME. 5) SALVAGED ITEMS FOR RE-USE INCLUDE, BUT MAY NOT BE LIMITED TO, CABINETRY, APPLIANCES, PLUMBING FIXTURES, AND LIGHTING FIXTURES AS INDICATED BY OWNER. 6) GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL TO REMAINING FINISHES WITHIN THE UNIT AS REQUIRED TO AVOID INCIDENCE OF DAMAGE. 7) STRUCTURAL COMPONENTS (COLUMNS, BEAMS) TO REMAIN UNMODIFIED UNLESS OTHERWISE NOTED; SEE STRUCTURAL DRAWINGS FROM STRUCTURAL ENGINEER FOR ALL MODIFICATIONS TO STRUCTURAL COMPONENTS. 8) MAINTAIN EXISTING MECHANICAL CHASES AND CORRESPONDING RATED WALL ASSEMBLIES UNLESS OTHERWISE NOTED. 9) GENERAL CONTRACTOR SHALL VERIFY EXTENT OF MECHANICAL, ELECTRICAL, AND PLUMBING DEMOLITION AND COORDINATE AS NECESSARY. US Mail Only: P. O. Box 2378Physical / Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans@berglundarchitects.com www . berglundarchitects.com Scale Date Drawn by Checked by Issue Date 9/24/2018 3:20:43 PM1/4" = 1'-0"NEPORENT RESIDENCE184 BEAVER DAM RD, VAIL VILLAGEFILING 1, BLOCK 7, LOT 24EA3.2 MAIN LEVEL FLOOR PLAN SMM AG 09/24/2018 CONCEPTUAL DRB 0' 4' 8' 16' 32' NORTH 1/4" = 1'-0"1 MAIN LEVEL FLOOR PLAN 1/4" = 1'-0" WALL SCHEDULE REVISION SCHEDULE # DESCRIPTION DATE A4.1 1 2' - 11 1/16" 3 1/2" 4' - 3 1/2" 2' - 0" 2' - 0" 5' - 8" 6' - 1" EXISTING DECK EXISTING DECK 11' - 6 7/8" 13' - 10 1/4"3' - 6"7' - 9 1/4"3/4" 3' - 6" 7' - 3 1/8" NEW GUEST ROOM #1 202 NEW STOR. CLOS. NEW GUEST BATH #2 201 NEW GUEST ROOM #2 200 EXISTING CLOS. NEW GUEST BATH #1 203 NEW GUEST HALL EXISTING MAIN STAIR7' - 7 7/8" 2' - 8" OPENING1' - 0 1/8"2' - 10" OPENING 2' - 10" OPENING 4 1/2"2' - 8" OPENING 7' - 10"A B C D E F G 1 2 3 4 5 6 BENCHBENCHW/D 7' - 0 13/16" 1' - 0"11' - 4" 12' - 4 1/2" ART EXISTING BEDROOM EXISTING BEDROOM EXISTING STUDY EXISTING HALL 8189' - 0" EXISTING WALLS TO BE DEMOLISHED K K 6 7/16" 6' - 0" OPENING 1' - 2 7/16" 3' - 0" 10 11/16" 6' - 0" OPENING 4' - 0"2' - 10" 3' - 0" WINDOW 3' - 0 3/4" R.O. EXISTING WALLS TO BE DEMOLISHED 4' - 5 15/16"EXISTING ELEVATOR DN PROPOSED NEW WINDOW LOCATION 1 A5.1 EXISTING WALL TO BE DEMOLISHED EXISTING COURTYARD EXISTING BATHROOM EXISTING BATHROOM EXISTING DECK 8' - 6"9' - 1" 6' - 0 1/2"2' - 2 1/2"1' - 6"NEW WINDOWS INFILL WINDOWFURNITURE 2 A5.2 COORDINATE WALL LOCATION WITH TRIM AT EXISTING WINDOW PLUMBING FOR WASHER AND DRYER 2' - 8 5/8" 1 1/4" 4' - 2 1/2" REMOVE EXISTING WINDOW LINE OF NEW ROOF ABOVE 1"1 1/4" NEW LINEN CABINET 1"FURNITURE FURNITURE2' - 6"10' - 0"7' - 9"18' - 4" 16' - 1" 13' - 0 1/2" 10' - 6 1/2" 4' - 0" 2' - 0"9' - 6 1/2" 5' - 5 1/2" 9' - 11 1/2" 10' - 7" 8' - 0"EXISTING WINDOW TO REMAIN LINE OF EXISTING ROOF HATCH REGION SHOWS AREA OF ADDITION (25 SF) SEE FOR MORE INFO EXISTING WINDOWS TO REMAIN 5' - 6 1/4" R.O.1' - 10 3/4" OPENING CONNECTIONS FOR WASHER AND DRYER PROPOSED TRELLIS SEE FOR MORE INFO / 1 A3.7 EXISTING ART 1 A5.2 6 101 7102 7102/ 1 A3.5 200A 200B 201A 201B 202A 202B 203A 203B WOOD FRAMED WALLS, FLOORS, AND, ROOFS AND COLUMNS SHOWN WHITE WITH SOLID BLACK LINES AREA OF ADDITION CONCRETE WALL SHOWN WITH HATCH EXISTING WALL NEW WALL DEMOLISHED GENERAL NOTES: 1) FLOOR TO FLOOR HEIGHTS ARE APPROXIMATE; VERIFY ALL EXISTING FLOOR TO FLOOR HEIGHTS, ASSEMBLIES, AND RADIANT HEAT INSTILLATION METHODS PRIOR TO CONSTRUCTION. 2) AREA OF ADDITION SHOWN WITH DIAGONAL HATCH PATTERN. 3) EXTERIOR LIGHTING AS NOTED. 4) SEE ELEVATIONS FOR ALL EXTERIOR MATERIAL CALL OUTS. 5) VERIFY ALL EXISTING WALL, ROOF, WINDOW, AND DOOR LOCATIONS/DIMENSIONS/ASSEMBLIES AND COORDINATE ANY DISCREPANCIES WITH ARCHITECT. 6) DOWNSPOUTS TO BE RUN IN SOLID PIPE BELOW GRADE TO DAYLIGHT BEYOND LIMITS OF EXCAVATION. PROVIDE HEAT TAPE TYP. 7) VERIFY ALL INTERIOR FIXED FINISHES WITH INTERIOR DESIGNER. 8) ALL WINDOWS, DOORS, PLUMBING, CABINETS, STRUCTURE, FINISHES, ETC ARE EXISTING UNLESS NOTED OTHERWISE GENERAL DEMOLITION NOTES: 1) COORDINATE THE REMOVAL OF PERSONAL ITEMS, FURNISHINGS, AND APPLIANCES FROM NECESSARY AREAS PER OWNERS DIRECTION. 2) GENERAL CONTRACTOR SHALL SALVAGE AND PROTECT FOR REUSE ANY NOTED OWNER ITEMS BEFORE DEMOLITION. 3) GENERAL CONTRACTOR TO COORDINATE APPROPRIATE DISCONTINUANCE AND OR RELOCATION OF ALL REQUIRED UTILITIES BEFORE DEMOLITION. 4) CONTRACTOR TO ARRANGE SUFFICIENT VENTILATION DURING DEMOLITION TO PROTECT INDOOR AIR QUALITY IN THE HOME. 5) SALVAGED ITEMS FOR RE-USE INCLUDE, BUT MAY NOT BE LIMITED TO, CABINETRY, APPLIANCES, PLUMBING FIXTURES, AND LIGHTING FIXTURES AS INDICATED BY OWNER. 6) GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL TO REMAINING FINISHES WITHIN THE UNIT AS REQUIRED TO AVOID INCIDENCE OF DAMAGE. 7) STRUCTURAL COMPONENTS (COLUMNS, BEAMS) TO REMAIN UNMODIFIED UNLESS OTHERWISE NOTED; SEE STRUCTURAL DRAWINGS FROM STRUCTURAL ENGINEER FOR ALL MODIFICATIONS TO STRUCTURAL COMPONENTS. 8) MAINTAIN EXISTING MECHANICAL CHASES AND CORRESPONDING RATED WALL ASSEMBLIES UNLESS OTHERWISE NOTED. 9) GENERAL CONTRACTOR SHALL VERIFY EXTENT OF MECHANICAL, ELECTRICAL, AND PLUMBING DEMOLITION AND COORDINATE AS NECESSARY. US Mail Only: P. O. Box 2378Physical / Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans@berglundarchitects.com www . berglundarchitects.com Scale Date Drawn by Checked by Issue Date 9/24/2018 3:20:45 PM1/4" = 1'-0"NEPORENT RESIDENCE184 BEAVER DAM RD, VAIL VILLAGEFILING 1, BLOCK 7, LOT 24EA3.3 UPPER LEVEL PLAN SMM AG 09/24/2018 CONCEPTUAL DRB 0' 2' 4' 8' 16' 1/4" = 1'-0"1 UPPER LEVEL FLOOR PLAN 1/4" = 1'-0" WALL SCHEDULE REVISION SCHEDULE # DESCRIPTION DATE A B C D E F G 1 2 3 4 5 6 7 8 LINE OF EXISTING WALL NEW WALL RED REGION SHOWS 25 SF OF ADDITIONAL AREA 2' - 6"10' - 0"US Mail Only: P. O. Box 2378Physical / Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans@berglundarchitects.com www . berglundarchitects.com Scale Date Drawn by Checked by Issue Date 9/24/2018 3:20:46 PM1/4" = 1'-0"NEPORENT RESIDENCE184 BEAVER DAM RD, VAIL VILLAGEFILING 1, BLOCK 7, LOT 24EA3.4 ADDITION DIAGRAM MAIN LEVEL Author Checker 09/24/2018 CONCEPTUAL DRB 1/4" = 1'-0"1 MAIN LEVEL ADDITION PLAN REVISION SCHEDULE # DESCRIPTION DATE A4.1 1 A B C D E F G 1 2 3 4 5 6 1 A5.1 2 A5.2 LINE OF EXISTING WALL NEW WALL RED REGION SHOWS 25 SF OR ADDITIONAL AREA 1 A5.2 2' - 6"10' - 0"US Mail Only: P. O. Box 2378Physical / Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans@berglundarchitects.com www . berglundarchitects.com Scale Date Drawn by Checked by Issue Date 9/24/2018 3:20:46 PM1/4" = 1'-0"NEPORENT RESIDENCE184 BEAVER DAM RD, VAIL VILLAGEFILING 1, BLOCK 7, LOT 24EA3.5 ADDITION DIAGRAM UPPER LEVEL Author Checker 09/24/2018 CONCEPTUAL DRB 1/4" = 1'-0" 1 UPPER LEVEL ADDITION PLAN REVISION SCHEDULE # DESCRIPTION DATE GENERAL NOTES: 1) ALL SNOW FENCES AT STANDING SEAM ROOF TO BE AN ENGINEERED SYSTEM PER ROOF TYPE AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS RE: SPEC. 2) ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O. 3) WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH. 4) SEE SHEET A4.1 FOR TYP. MATERIAL CALLOUTS 5) ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC, TO BE PAINTED TO MATCH BLUE/BLACK STEEL SAMPLE. MAIN LEVEL F.F. 8176' - 0" UPPER LEVEL F.F. 8189' - 0" AB C D E F G 1 A5.1 8' - 0"10' - 0"3' - 6" NEW WINDOW IN GUEST BATH #2 7' - 0 1/2"EXISTING PATIO DOOR TO BE REMOVED DASHED LINES SHOW EXISTING WINDOWS TO BE REMOVED NEW WINDOWS NEW TWO PANEL LIFT AND SLIDE 7' - 9"10' - 0"2' - 10" ALIGN 6' - 0" 3' - 2" ALIGN STONE VENEER POLISHED CUT STONE PANELS STONE VENEER COPPER CLAD PANELS 3"UNIT AUNIT B NOTE: UNIT B NOT SHOWN FOR CLARITY DASHED LINE SHOWS EXISTING DOWNSPOUT LOCATION TO BE RELOCATED POLISHED CUT STONE PANELS VERTICAL WOOD SIDING COPPER PANELING DASHED LINE SHOWS EXISTING DOWNSPOUT 6' - 10 3/8" 3"7' - 0"1001 2001 3002 40036' - 6"6101 6' - 6"8' - 10 3/4" R.O. 3' - 2 3/4" R.O.10' - 0"1 A8.1 EXISTING WINDOW WELLEXISTING WINDOW WELL COPPER CLAD PANELS US Mail Only: P. O. Box 2378Physical / Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans@berglundarchitects.com www . berglundarchitects.com Scale Date Drawn by Checked by Issue Date 9/24/2018 3:20:52 PM1/4" = 1'-0"NEPORENT RESIDENCE184 BEAVER DAM RD, VAIL VILLAGEFILING 1, BLOCK 7, LOT 24EA4.1 ELEVATIONS SMM AG 09/24/2018 CONCEPTUAL DRB 0' 4' 8' 16' 32' 1/4" = 1'-0" 1 SOUTH ELEVATION REVISION SCHEDULE # DESCRIPTION DATE GENERAL NOTES: 1) ALL SNOW FENCES AT STANDING SEAM ROOF TO BE AN ENGINEERED SYSTEM PER ROOF TYPE AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS RE: SPEC. 2) ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O. 3) WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH. 4) SEE SHEET A4.1 FOR TYP. MATERIAL CALLOUTS 5) ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC, TO BE PAINTED TO MATCH BLUE/BLACK STEEL SAMPLE. MAIN LEVEL F.F. 8176' - 0" UPPER LEVEL F.F. 8189' - 0" A B C D E F G MASTER LEVEL 8181' - 0" 1 A5.1 NEW WINDOW IN MASTER BATH3' - 9"5' - 0" LINE OF NEW WINDOW BEYOND ROOF LINE OF EXISTING WINDOW TO BE REMOVED STONE VENEER COPPER CLAD PANEL STONE VENEER POLISHED CUT STONE PANELS COPPER CLAD PANELS POLISHED CUT STONE PANELS VERTICAL WOOD SIDING UNIT A UNIT B NOTE: UNIT B NOT SHOWN FOR CLARITY DASHED LINE SHOWS EXISTING DOWNSPOUT LOCATION 9105 US Mail Only: P. O. Box 2378Physical / Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans@berglundarchitects.com www . berglundarchitects.com Scale Date Drawn by Checked by Issue Date 9/24/2018 3:20:57 PM1/4" = 1'-0"NEPORENT RESIDENCE184 BEAVER DAM RD, VAIL VILLAGEFILING 1, BLOCK 7, LOT 24EA4.2 ELEVATIONS SMM AG 09/24/2018 CONCEPTUAL DRB 0' 2' 4' 8' 16' 1/4" = 1'-0"1 NORTH ELEVATION REVISION SCHEDULE # DESCRIPTION DATE MAIN LEVEL F.F. 8176' - 0" UPPER LEVEL F.F. 8189' - 0" LOWER LEVEL F.F. 8165' - 0" 1 3 4 5 6 8 MASTER LEVEL 8181' - 0"10' - 0"GARAGE LEVEL F.F. 8170' - 0" NEW CLOS. #1 EXISTING BALCONY TO BE DEMOLISHED EXISTING LOWER LEVEL 1"13' - 0"11' - 0" EXISTING HALLEXISTING BATHROOM EXISTING GARAGE 8' - 10" VIF11' - 5"NEW SLOPED CEILING NEW WALL NEW CEILING 2 A5.2 2' - 0" EXISTING WINDOWS TO BE REMOVED PROPOSED NEW INSWING PATIO DOOR COPPER CLAD PANELS POLISHED CUT STONE PANELS EXISTING WINDOW TO BE REMOVED OPENING 2' - 10" 2' - 8 3/4"4' - 6"2' - 8 3/4" NEW WINDOWS AT STUDY STONE VENEER 4" / 12"6' - 4"NEW TRELLIS SEE FOR MORE INFO EXISTING WINDOW TO REMAIN NEW MASTER BEDROOM NEW PORTION OF ROOF OVER ADDITION LINE OF EXISTING ROOF 1 A5.2 / 1 A3.7 6005 7 102 7 102 8' - 2 1/2"2' - 10" 2 A8.1 EXISTING WINDOW WELL A6.3 1 WOOD FRAMED WALLS, FLOORS, AND, ROOFS AND COLUMNS SHOWN WHITE WITH SOLID BLACK LINES AREA OF ADDITION CONCRETE WALL SHOWN WITH HATCH EXISTING WALL NEW WALL DEMOLISHED US Mail Only: P. O. Box 2378Physical / Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans@berglundarchitects.com www . berglundarchitects.com Scale Date Drawn by Checked by Issue Date 9/24/2018 3:21:00 PM1/4" = 1'-0"NEPORENT RESIDENCE184 BEAVER DAM RD, VAIL VILLAGEFILING 1, BLOCK 7, LOT 24EA5.1 BUILDING SECTIONS SMM AG 09/24/2018 CONCEPTUAL DRB 1/4" = 1'-0"1 COURTYARD SECTION 2 1/4" = 1'-0" WALL SCHEDULE REVISION SCHEDULE # DESCRIPTION DATE MAIN LEVEL F.F. 8176' - 0" UPPER LEVEL F.F. 8189' - 0" CD E F G 1 A5.1 EXISTING MECHANICAL EXISTING STUDY DASHED LINE SHOWS WINDOW SILL BEYOND DASHED LINE SHOWS BALCONY TO BE REMOVED COPPER PANELS POLISHED STONE PANELS PROPOSED TRELLIS SEE FOR MORE INFO. STONE VENEER / 1 A3.7 8103 8104 MAIN LEVEL F.F. 8176' - 0" ROOF PLAN 8200' - 0" UPPER LEVEL F.F. 8189' - 0" C D E F G 1 A5.1 NEW LAUNDRY NEW POWDER EXISTING WALL TO BE DEMOLISHED SHOWN BY DASHED LINE EXISTING WALL TO BE DEMOLISHED SHOWN BY DASHED LINE EXISTING WINDOW TO BE REMOVED EXISTING WINDOWS AND DOORS TO BE REMOVED NEW FOUNDATION RE: STRUCT NEW ROOF OVER ADDITION NEW FLOOR NEW WALL EXISTING STUDY EXISTING MECHANICAL 10' - 0"3" NEW LIFT AND SLIDE DOOR PROPOSED NEW TRELLIS FOR MORE INFO SEE . PROPOSED NEW HEAT STRIP AT TRELLIS NEW PORTION OF PATIO NEW FLOOR UNDER ADDITION EXISTING PORTION OF PATIO 10' - 10" TO ALIGN WITH MULLION AT LIFT AND SLIDE @ SOUTH ELEVATION / 1 A3.7 3"6' - 10 3/8" 5004 US Mail Only: P. O. Box 2378Physical / Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans@berglundarchitects.com www . berglundarchitects.com Scale Date Drawn by Checked by Issue Date 9/24/2018 3:21:02 PM1/4" = 1'-0"NEPORENT RESIDENCE184 BEAVER DAM RD, VAIL VILLAGEFILING 1, BLOCK 7, LOT 24EA5.2 BUILDING SECTIONS SMM AG 09/24/2018 CONCEPTUAL DRB 1/4" = 1'-0"1 COURTYARD SECTION 3 REVISION SCHEDULE # DESCRIPTION DATE 1/4" = 1'-0"2 COURTYARD SECTION 1