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PZC Packet 120721_______________________________________________________________________________ MEETING AGENDAS AND PACKETS ARE FOUND AT: WWW.AVON.ORG AGENDAS ARE POSTED AT AVON TOWN HALL, AVON RECREATION CENTER, AVON ELEMENTARY AND AVON PUBLIC LIBRARY IF YOU HAVE ANY SPECIAL ACCOMMODATION NEEDS, PLEASE, IN ADVANCE OF THE MEETING, CALL TOWN PLANNER DAVID MCWILLIAMS AT 970-748-4023 OR EMAIL CMCWILLIAMS@AVON.ORG WITH ANY SPECIAL REQUESTS. 1 AVON PLANNING AND ZONING COMMISSION MEETING AGENDA TUESDAY, DECEMBER 7, 2021 - MEETING BEGINS AT 5:00 PM AVON TOWN HALL - 100 MIKAELA WAY, AVON, CO 1. CALL TO ORDER AND ROLL CALL 2. APPROVAL OF AGENDA 3. DISCLOSURE OF ANY CONFLICTS OF INTEREST RELATED TO AGENDA ITEMS 4. BUSINESS ITEMS 4.1. MCGRADY ACRES ENCLAVE / MAJOR DEVELOPMENT PLAN / 86 & 95 POST BOULEVARD - PUBLIC HEARING – DEVELOPMENT REVIEW OF TWENTY -FOUR (24) UNIT TOWNHOME DEVELOPMENT WITH PRIVATE INTERNAL ACCESS ROADS (PLANNING DIRECTOR MATT PIELSTICKER). 4.2. MCGRADY ACRES ENCLAVE / PRELIMINARY SUBDIVISION (MAJOR ) / 86 & 95 POST BOULEVARD– PUBLIC HEARING –PRELIMINARY SUBDIVISION REVIEW AND RECOMMENDATION TO TOWN COUNCIL (P LANNING DIRECTOR MATT PIELSTICKER ). 4.3. 2022 REGULAR MEETING SCHEDULE - REVIEW AND APPROVE 2022 MEETING SCHEDULE (PLANNING DIRECTOR MATT PIELSTICKER ) 5. CONSENT AGENDA 5.1. APPROVAL OF MINUTES FROM OCTOBER 5, 2021 PZC MEETING 5.2. APPROVAL OF RECORD OF DECISION FOR 2841 DRAW SPUR, UNIT 3 FENCE / MNR21034 & AEC21007 5.3. APPROVAL OF RECORD OF DECISION FOR COMMUNITY HOUSING PLAN AMENDMENTS / CPA21001 6. STAFF UPDATES 7. ADJOURN December 7, 2021 PZC Meeting – McGrady Acres Enclave 1 TO: Planning and Zoning Commission FROM: Matt Pielsticker, AICP, Planning Director RE: MJR21008 Major Development Plan Public Hearing Lot 3 & Lot 6, McGrady Acres / 86 & 95 Post Boulevard DATE: December 2, 2021 STAFF REPORT OVERVIEW: This staff report contains one application for consideration by the PZC: Major Development Plan for a townhome project on Lots 3 and Lot 6, McGrady Acres (jointly referred to as the “Property”) Subdivision . SUMMARY OF REQUEST: Warner Hopkins, architect with Tab and Associates ("Applicant"), is representing Eagle-River LLC, an entity pursuing the purchase and development of the Property. The application is for a Major Development Plan ("Application") to include twenty-four (24) townhome units arranged around six (6) buildings. Review by Planning and Zoning is required with a public hearing. A concurrent Preliminary Subdivision is on the agenda for PZC review and recommendation to Town Council. RECOMMENDED ACTION: After conducting a public hearing and discussing the Application on December 7, staff recommends continuance of the Major Development with specific attention and direction on the following items: • Townhome Design Standards- 7.28.090(e) – Is there balance between repetition and variety in design? Is roof modulation adequate? Is character and quality of design consistent with other similar approvals? • Landscape Plan. A revised Landscape Plan should be produced to quantify landscape unit numbers, coordinate ground level outdoor patio spaces, with attention to adding plantings (i.e. trees and shrubs) between driveways and between buildings. • Emergency Access connecting to Eaglebend Drive. Should this alternative plan be pursued, which opens potential for more pedestrian through traffic as a supported mobility policy? (See Page 14 of Plans) • Park Land Dedication. Should the park land dedication requirement (see separate Preliminary Subdivision report) be considered by expanding the existing Eaglebend pocket-park, or cash in lieu? • Bus Turn-Out. The code requires the provision of a bus turn-out. Staff recommends that this be addressed before final action on this Application since it could have implications on site design.. PROPERTY DESCRIPTION: Lot 6 is located adjacent to the Eagle River and contains a single- family home. The home would be demolished to accommodate this development. Lot 6 is bordered by a single-family home and Eaglebend subdivision to the west, Post Boulevard to the east, and Lot 3 of McGrady Acres subdivision to the north. Lot 3, McGrady Acres sits vacant and previously housed a tree farm business for a number of years. Lot 3 borders a pocket park and Eaglebend residential to the west, Post Boulevard to the east, and the Union Pacific Railroad to the north. December 7, 2021 PZC Meeting – McGrady Acres Enclave 2 The property was annexed in 2001 and designated with Neighborhood Commercial (NC) zoning. NC zoning allows for retail, mixed-use, and multi-family townhouse residential. Multi-family is defined by the Avon Development Code as including structures with 3 or more units. PUBLIC NOTICE: Notice of the public hearing was published in the Vail Daily in accordance with Sec. 7.16.020(d) of the Avon Development Code (ADC). Mailed notice is not required for this application. No written public comments have been received as of the date of this report PLANNING ANALYSIS Lot Coverage, Setback and Easements: All setbacks, easements, and lot coverage requirements are adhered to with the design plans. Lot coverage permitted is 50%, and the development includes 29% as proposed. Setbacks in the NC zone district are as follows: Front – 5’ minimum, 15’ maximum; Side –0’ (or matching adjacent side setback if residential); Rear – 20’. The property is also subject to a 30’ setback from the Annual High Watermark of the Eagle River. All building improvements are fully contained in the prescrib ed setbacks. Several easements border and bisect the two lots. Easement areas have either been left physically undisturbed or incorporated into the design. Use: Residential townhomes are permitted as a use by right. Short Term Rentals (STR) are not permitted under current zoning. Inclusionary Zoning: The Application is subject to Employee Housing mitigation standards outlined in Avon Development Code Section 7.20.100. Residential job generation is .33 workers per Dwelling Unit, therefore, the project would generate 7.92 employees. Based upon a factor of 1.2 jobs per employee (6.6 employees) and 20 percent total mitigation required, the project must mitigate for 1.3 employees. An employee housing mitigation plan must be reviewed and acted upon by the Town Council. Deed restricting any single unit of the project for local workers would satisfy the full mitigation requirements. Building Height: The maximum building height permitted for this property is 38 feet. The applicant is proposing a maximum building height of 38 feet according to the development plans. The height must be verified during the building process with foundation and framing Improvement Location Certificates (ILC). Parking: The Development Code requires 2 spaces per unit and a total of 6 guest spaces. The project includes garage parking, surface spaces in front of most garages, surplus 9’x19’ spaces adjacent to driveways. Code requirements are met and exceeded. 4-Sided Design: The side and rear elevations of all structures include equal care and quality as compared to the front of the buildings. Staff does not hold concerns with the development meeting 4-sided design requirements. Snow Storage: The total development driveway hardscape is 29,113 square feet, with over 5,822 (20%) square feet of storage. A snow storage exhibit was provided to staff showing adequate snow storage locations. Final confirmation that the snow storage does not pose any conflicts with the Landscape Plan must be verified. DESIGN STANDARDS ANALYSIS Landscaping: The landscape plan includes relocating several existing trees, planting new trees, and revegetating all disturbed interspersed areas with native grass and flower seed. The plans detail that temporary irrigation would be applied to all areas until establishment, and rain sensors would be utilized. Further detail is required to ensure compliance with December 7, 2021 PZC Meeting – McGrady Acres Enclave 3 landscape unit counts, maximum irrigated area, coordination with ground level patios, and hydrozone irrigation requirements outlined in Section 7.28.050 of the Avon Development Code. Staff recommends that a revised landscape plan be developed and approved by PZC. Building Design, Building Materials and Colors: A color and material board was presented to staff and it indicates rock veneer siding, shingle-siding, wood siding, and synthetic roof shake shingles for the pitched roof sections. Avon Development Code Section 7.28.090(c)(3), Building Materials, requires the use of “high quality, durable building materials”, and “preferred materials reflect the Town’s sub-alpine character such as native stone, wood siding, masonry or timbers.” All of these materials are considered with this design. Physical material/color samples will be presented at the Public Hearing for PZC review and comment. Roof Material and Pitch: The roof material and pitch were reviewed for compliance with Sec. 7.28.090(d) (3) Roofs. Mansard roof forms are presented for each building. Pitches are varied to include 6:12, 8:12, 10:12 for smaller dormer features, 3:12 for secondary metal roofs. The plan proposes a combination of synthetic shake for pitched roof forms and a membrane product for flat roofs. The EcoStar roof shake product utilizes post-industrial recycled materials and claims exceptional protection from extreme elements and UV. Secondary roof forms between 2nd and 3rd story are constructed with standing seam metal. The flat portions of the roofs, combined with little variation in height between units, creates a distinct massing form. The lack of deliberate roofline modulation, from one end to the other of each building, is also discussed below in relationship to the Townhome standards. Design Standards for Townhomes: The Avon Development Code ("ADC") contains specific review criteria for townhome construction. ADC Section 7.28.090(d)(6) contains the following guidance when reviewing townhome designs: “Duplex, Townhome, and Multi-Family developments shall be designed in a manner that creates a single unified structure and site plan. Unified design shall include, but not be limited to, the use of compatible building materials, architectural style, scale, massing, detail, roof forms, and landscaping. While 'mirror image' units are not supported, the design intent should be one that creates a unified structure with enough variety and architectural interest to distinguish a duplex, townhome, or multi - family structure from a single-family home.” The design creates unified structures that can be differentiated from single units, with the use of detailing, massing, and the use of detailing to distinguish the individual units and pedestrian entrances. Architectural interest is added with horizontal building offsets, dormers defining individual units, and material changes. Exterior Lighting: The exterior light fixture selected for the project is a lantern style and in compliance with the Outdoor Lighting Ordinance. It is a full cutoff fixture and light is aimed downward. MAJOR DEVELOPMENT PLAN - CRITERIA: § 7.16.080(g), Development Plan 1. Evidence of substantial compliance with the purpose of the Development Code as specified in §7.04.030, Purposes; Staff Response: The application generally complies with the applicable purpose statements outlined in the Development Code. Purpose (l) states, “Promote architectural design which is compatible, functional, practical and complimentary checking to Avon's sub-alpine environment”. The architecture is compatible with other neighboring development with large amounts of stone, wood siding, and timber accents. December 7, 2021 PZC Meeting – McGrady Acres Enclave 4 2. The design conforms with the Avon Comprehensive Plan and other applicable, adopted plan documents; Staff Response: The site is located in the Riverfront District (District 2 of the Comprehensive Plan), which states, “The District provides access to Beaver Creek Village, U.S. Highway 6, the Eagle River, and the Eagle Valley Trail. Planning and development of this District must incorporate these key assets. River access from this location is infeasible based upon severe grade change between street/sidewalk level and the riverbed. The planning principles listed for District 2 do not directly relate to this property. Runoff management and maintaining a clean Eagle River are achieved with on-site stormwater control by using multiple “hydrodynamic” separator water quality vaults for treatment. 3. Consistency with any previously approved and not revoked subdivision plat, planned development, or any other precedent plan or land use approval for the property as applicable; Staff Response: The Application is predicated on a resubdivision application which would dissolve the internal lot line and creating individual ground space for each townhouse unit, with common space for driveways, utilities, and landscaping. No other precedent plans or approvals exist for the property. 4. Compliance with all applicable development and design standards set forth in this Code, including but not limited to the provisions in Chapter 7.20, Zone Districts and Official Zoning Map, Chapter 7.24, Use Regulations, and Chapter 7.28, Development Standards; Staff Response: The application demonstrates compliance with Chapter 7.20, Zone Districts and all applicable use standards from Chapter 7.24. While the majority of the Development Standards from Chapter 7.28 are touched upon elsewhere in this report, the Mobility and Connectivity section 7.28.040 is worth noting here. Mobility and Connectivity §7.28.040(f) states that permanent dead-end streets and cul-de-sacs should only be used when topography, the presence of natural features and/or vehicular safety factors make a connection impracticable. Further, “whenever cul0de0sac streets are created, at least one (1) ten-foot-wide pedestrian access easement shall be provided , to the maximum extent practicable, between each cul-de-sac head or street turnaround and the sidewalk system of the closest adjacent street or pedestrian sidewalk or pathway.” The site layout is proposed with dead-end access, and an alternative option is presented on Page 14 of 35 of plans (Sheet A121). It is labeled as “Passthrough Option”. This option is more practical for emergency services because backing up and using a turnaround between Building 1 and Building 2 would not be necessary. While it is not intended for pedestrian access, if this option were pursued it would offer the ability to connect neighborhoods. This option presents challenges because the internal street layout for this development is not intended to become public and an easement connecting all the way from the cul-de-sac to Post Boulevard is not practical. Taking down the existing fence at the end of Eaglebend drive would likely increase foot traffic unnecessarily through private property. Bus Turn-Outs The Mobility and Connectivity section requires the provision of bus turn-outs and shelters where deemed necessary by the Director of Transportation and/or the Town of Avon Comprehensive Transportation Plan. The Transportation Plan contemplates this area for future expansion, but no bus routes have been planned. A bus turn-out is requested adjacent to this development for inclusion in future Transit loops. A turn-out design would likely require shifting a portion of the existing Post Boulevard sidewalk. This, in turn, could necessitate an easement on McGrady Acres property for construction. Staff requests that this information be reconciled with December 7, 2021 PZC Meeting – McGrady Acres Enclave 5 revised design plans, and draft subdivision plat, prior to final action on the Major Development Plan by PZC and review of the Preliminary Subdivision by Town Council. Townhouse Design Standards Avon Development Code Section 7.28.090(g), Townhouse Design Standards, is included in its entirety for PZC review: (1) Site Layout: (i) The intent of this Section is to build townhouses with architectural designs that relate buildings to the street and that achieve a harmonious balance between repetition and variety. (ii) Townhouses fronting on a street must all have individual ground-related entries accessible from the street. Configurations where enclosed rear yards back up to a street are prohibited. (iii) Developments must emphasize the individual pedestrian entrances rather than private garages to the extent possible, by enhancing entries with a trellis, small enclosed porch or other architectural features that provides cover for a person entering the unit and a transitional space between outside and inside the dwelling. Staff Response: Each townhome unit include ground-related entries that are protected by roof forms or upper level building space extending over the entrances. The balance between repetition and variety in architectural design is debatable. (2) Driveways and Private Internal Streets. Where townhouse units are served by private internal streets, developments are encouraged to limit the depth of driveways between the streets and the garage wall to deemphasize vehicular access. Staff Response: Driveway depths vary throughout the development and are generally limited to a vehicle car length except for Building 5. Building 5 includes larger expanses of paved driveway areas. (3) Common Areas. Townhouse developments with at least six (6) residential units shall provide four hundred (400) square feet of private common area for each unit. This includes landscaped courtyards or decks, front porches, gardens with pathways, children's play areas or other multi-purpose recreational and/or green spaces. Staff Response: Upper-level decks and patios account for all of the “private” common area. The plans meet code requirement of 400 sq. ft. per unit by including ample deck and small exterior patio spaces on the ground level. (4) Building Design: (i) Design the primary facade of each townhouse so it is evident where the unit begins and ends. This can be achieved by repeating the principal architectural elements and subtly varying the offsetting of building walls, choice of materials, parapet height and color. (ii) The composition of a townhouse grouping requires repetition of architectural elements like entries, bays, cornices and parapets. At the same time, visual interest and streetscape diversity are promoted by variation. Townhouse developments shall achieve balance between repetition and variety by employing modulation techniques on individual units such as changing rooflines, building articulation and windows. Staff Response: Individual units are distinguishable in the plans. This is achieved by horizontal offsets of the individual units, material breaks, and repeated architectural elements. Roofline modulation would benefit the overall massing of the buildings, as well as better differentiate the units. 5. That the development can be adequately served by city services including but not limited to roads, water, wastewater, fire protection, and emergency medical services; and December 7, 2021 PZC Meeting – McGrady Acres Enclave 6 Staff Response: Utility verification sign-offs were received from all utility entities serving the property, including Eagle River Fire Protection District (ERFPD) and Eagle River Water and Sanitation District (ERWSD). The ERFPD review letter states satisfaction with either the emergency-only pull-through connection to Eaglebend Drive, or dead-end street layout. An auto turn analysis was created to demonstrate fire apparatus turnaround without driving through to Eaglebend Drive. The ambulance district response was deferential to ERFPD’s review, but noted that some turnaround space at the end of dead end access roads would be preferrable a long backup and turnaround is less than ideal. The utility sign-off from ERWSD states that the district continues to work through water and sewer design with the Engineer for the project. Final sign-off from ERWSD would be a prerequisite to a building permit. 6. The development design conforms with the character of the surrounding community; or, where redevelopment is anticipated, relates the development to the character of Avon as a whole. Staff Response: Community character refers to the distinct identify of a place; the collective impression a neighborhood or town makes on residents and visitors. The Property is located at a crossroad between a well established single-family/duplex subdivision (Eaglebend), and a variety of regional commercial and high-density residential developments of varying age and architectural expression. The overall character of this development is consistent with other architectural statements including pitched roofs, natural materials, and mostly native landscaping. McGrady Acres is not a neighborhood in and of itself, however, it blends into the surrounding area and is physically separated and distinct in its location and presence on Post Boulevard. Other development on Post Boulevard is consistent with steep hills between sidewalks and development sites, native grasses mixed with pine and aspen trees. OPTIONS: PZC has the following options: - Approve as outlined below; - Approve with modified findings and conditions; - Continue application to future meeting pending additional details or studies; or - Deny application after formulating justifiable findings. RECOMMENDED MOTION: “I move to continue Case #MJR21008, an application for Major Development Plan for McGrady Acres Subdivision, to the December 21, 2021 regular meeting.” OPTIONAL MOTION FOR APPROVAL: I move to approve Case #MJR21008, an application for Major Development Plan for McGrady Acres together with the findings of fact and conditions outlined in Matt Pielsticker’s December 2, 2021 staff report Findings: 1. The proposed application was reviewed pursuant to §7.16.080, Development Plan, and the design meets the development standards established in the Avon Development Code; 2. The application is complete; 3. The application provides sufficient information to allow the PZC to determine that the application complies with the relevant review criteria; 4. The application complies with the goals and policies of the Avon Comprehensive Plan; 5. The demand for public services or infrastructure exceeding current capacity is mitigated by the application; and December 7, 2021 PZC Meeting – McGrady Acres Enclave 7 6. The design relates the development to the character of the surrounding community. Conditions: 1. ILCs are required to confirm building height. 2. A revised landscape plan and irrigation plan conforming to Section 7.28.050 of the Avon Development Code must be reviewed and approved by Community Development staff prior to issuance of a building permit. The plans will demonstrate compliance with maximum irrigated area, minimum landscape units, and hydrozones. 3. Approval is contingent upon Town Council approval of Employee Housing Mitigation Plan pursuant to Section 7.20.100 of Avon Development Code. 4. Approval is contingent upon Town Council approval of Major Subdivision Application. __________________________________________________________________________________________ ATTACHMENT: A. Schematic Design Plans, dated November 16, 2021 Thank you, Matt TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates 11/16/2021 8:23:35 AMC:\Users\warner\Documents\2021 McGrady Site Plan_warner@tabassociates.com.rvtA000 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdCover Avon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 Enclave Schematic Design 11/16/21 86 and 95 Post Boulevard Avon, CO 81620 VICINITY MAP - N.T.S. SITE LOCATION BUILDING NORTH TRUE Parcel Numbers: 2103-073-14-012 2103-073-14-009 SHEET LIST Sheet Number Sheet Name A000 Cover C1.1 Demolition Plan C1.2 Site Layout C2.0 Grading and Drainage C2.1 Drive Profiles C3.0 Utility Plan C3.1 Utility plan C4.0 Shallow Utility C5.0 Erosion Control A111 Landscape and Irrigation Plan A121 Building Height Exhibit A211 Building 1 Lower and Middle Level Plans A212 Building 1 Upper and Roof Plans A213 Building 1 Exterior Elevations A221 Building 2 Lower and Middle Level Plans A222 Building 2 Upper and Roof Plans A223 Building 2 Exterior Elevations A231 Building 3 Lower and Middle Level Plans A232 Building 3 Upper and Roof Plans A233 Building 3 Exterior Elevations A241 Building 4 Lower and Middle Level Plans A242 Building 4 Upper and Roof Plans A243 Building 4 Exterior Elevations A251 Building 5 Lower and Middle Level Plans A252 Building 5 Upper and Roof Plans A253 Building 5 Exterior Elevations A254 Building 5 Exterior Elevations A261 Building 6 Lower and Middle Plans A262 Building 6 Upper and Roof Plans A263 Building 6 Exterior Elevations A511 Details A521 Details Zoning Requirements Lot Size -3.347 Acres (145,799.7 S.F.) Lot Frontage -521' -0 7/8" Setbacks (Front -5'min, Side -0' min, Rear -20' min) Building Height -38' Max Number of Dwelling Units -25 Max Gross Floor Area -NA (Residential) Proposed Site Coverage by all Primary and Accessory Structures -42,812.7 Site Coverage by all Parking/Roads -29,113.7 Site Coverage by all Landscaping -75,735 Total (34,671.7 new) Parking Spaces (Enclosed/Surface, Handicap/Standard) - 4 spots in each 3 bed unit (2 Enclosed, 2 surface) 5 spots in each 4 bed unit (3 Enclosed, 2 surface) Land area per Dwelling Unit -6,074.98 SF/Unit (145,799.7/24) Open Space per Dwelling Unit -3155.6 Landscaped Open Space per Dwelling Unit -3155.6 Number of Bicycle Parking Spots (Unknown) Solar ready areas are located on the flat roof section of each roof 533 SF min/unit Radon piping/exhaust from below foundation to above the roof typical in each unit No Description Date Names and Addresses Current Owner Traer Creek -RP LLC 0101 Fawcett Road Ste 210 Avon, CO 81620 970-390-8621 marcuslindholm@traercreek.com Applicant/Developer Eagle-River, LLC 8480 E Orchard Rd Ste 1100 Greenwood Village, CO 80111 720-840-3289 mcmillen.andrea@gmail.com Architect TAB Associates, Inc 56 Edwards Village Blvd Suite 210 Edwards CO 81632 970-766-1470 Warner Hopkins x111 warner@tabassociates.com Greg Macik x107 greg@tabassociates.com Civil Engineer Alpine Engineering Inc Matt Wadey 970-926-3373 wadey@alpinecivil.com 2 CAR GARAGE102MECHANICAL103STORAGE104ENTRY105COVERED PATIODECK ABOVEUP2 CAR GARAGE102MECHANICAL103STORAGE104ENTRY105COVEREDPATIODECK ABOVEUPENTRY106FAMILY1072-CAR GARAGE1271-CAR GARAGE128MECHANICAL131BATH132UPENTRY106 FAMILY1072-CAR GARAGE 127 1-CAR GARAGE 128 MECHANICAL 131 BATH132 UP 2 C A R G A R A G E 10 2 M E C H A N I C A L 1 0 3 S T O R A G E 10 4 E N T R Y 10 5 C O V E R E D P A T I O D E C K A B O V E U P U P U P 2- C A R G A R A G E 10 2 1- C A R G A R A G E 1 0 3 M E C H A N I C A L 1 0 5 F A M I L Y R O O M 10 6 E N T R Y 1 0 7 B A T H 1 0 4 2 C A R G A R A G E 10 2 M E C H A N I C A L 10 3 S T O R A G E 1 0 4 E N T R Y 10 5 C O V E R E D P A T I O D E C K A B O V E U PENTRY105COVEREDPATIODECK ABOVEUP2 CAR GARAGE123MECHANICAL124STORAGE125ENTRY106FAMILY1072-CAR GARAGE1271-CAR GARAGE128MECHANICAL131BATH132UPENTRY106 FAMILY1072-CAR GARAGE 127 1-CAR GARAGE 128 MECHANICAL 131 BATH132 UP ENTRY105COVEREDPATIODECK ABOVEUP2 CAR GARAGE123MECHANICAL124STORAGE125ENTRY105COVEREDPATIODECK ABOVEUP2 CAR GARAGE123MECHANICAL124STORAGE1252 CAR GARAGE102MECHANICAL103 STORAGE104ENTRY105COVEREDPATIODECK ABOVEUPUPUP2-CAR GARAGE1021-CAR GARAGE103MECHANICAL105FAMILY ROOM106ENTRY107BATH104UPUP2-CAR GARAGE1021-CAR GARAGE103MECHANICAL105FAMILY ROOM106ENTRY107BATH104 ENTRY105COVEREDPATIODECK ABOVEUP2 CAR GARAGE123MECHANICAL124STORAGE125ENTRY105COVEREDPATIO DECK ABOVEUP2 CAR GARAGE123MECHANICAL124 STORAGE125ENTRY105COVEREDPATIODECK ABOVEUP2 CAR GARAGE123MECHANICAL124STORAGE125ENTRY105COVEREDPATIODECK ABOVEUP2 CAR GARAGE123MECHANICAL124STORAGE125UPUP2-CAR GARAGE1021-CAR GARAGE103MECHANICAL105FAMILY ROOM106ENTRY107BATH1042 CAR GARAGE102MECHANICAL103STORAGE104ENTRY105COVEREDPATIODECK ABOVEUPUP UP 2-CAR G A R A G E 102 1-CAR G A R A G E 103 MECHANI C A L 105 FAMIL Y R O O M 106 ENTRY107 BATH104 UPUP2-CAR GARAGE1021-CAR GARAGE103MECHANICAL105FAMILY ROOM106ENTRY107BATH104UPUP2-CAR GARAGE1021-CAR GARAGE103MECHANICAL105FAMILY ROOM106ENTRY107BATH104LEGENDLEGENDTABThe Architectural Balance0056 Edwards Village Blvd.Suite 210Edwards, CO 8132fax: (970) 766-1471email: tab@vail.netwww.tabassociates.com(970) 766-1470Civil EngineerStructural EngineerMechanical EngineerElectrical EngineerRevisions:Issue Dates:Sheet Title:Project No:Sheet No:AssociatesAlpine Engineering970-926-3373xxMCGRADY ACRES 86 Post Boulevard Avon, CO, 81620NoDescriptionDateENGINEERING INC.34510 HWY 6 I UNIT A9 I PO BOX 97EDWARDS CO 81632 I 970.926.3373WWW.ALPINECIVIL.COM07/30/21 - MDP10/11/21 - resubmitalC1.3VehicleTurningO:\Avon\McGrady Acres- 2021\dwg\Master\Autoturn- McGrady.dwg, 11/29/2021 1:34:28 PM, AutoCAD PDF (High Quality Print).pc3 2 CAR GARAGE102MECHANICAL103STORAGE104ENTRY105COVEREDPATIODECK ABOVEUP2 CAR GARAGE102MECHANICAL103STORAGE104ENTRY105COVEREDPATIODECK ABOVEUPENTRY106FAMILY1072-CAR GARAGE1271-CAR GARAGE128MECHANICAL131BATH132UPENTRY106 FAMILY1072-CAR GARAGE 127 1-CAR GARAGE 128 MECHANICAL 131 BATH132 UP 2 C A R G A R A G E 1 0 2 M E C H A N I C A L 10 3 S T O R A G E 1 0 4 E N T R Y 10 5 C O V E R E D P A T I O D E C K A B O V E U P U P U P 2- C A R G A R A G E 1 0 2 1- C A R G A R A G E 1 0 3 M E C H A N I C A L 1 0 5 F A M I L Y R O O M 1 0 6 E N T R Y 1 0 7 B A T H 1 0 4 2 C A R G A R A G E 1 0 2 M E C H A N I C A L 1 0 3 S T O R A G E 1 0 4 E N T R Y 1 0 5 C O V E R E D P A T I O D E C K A B O V E U PENTRY105COVEREDPATIODECK ABOVEUP2 CAR GARAGE123MECHANICAL124STORAGE125ENTRY106FAMILY1072-CAR GARAGE1271-CAR GARAGE128MECHANICAL131BATH132UPENTRY106 FAMILY1072-CAR GARAGE 127 1-CAR GARAGE 128 MECHANICAL 131 BATH132 UP ENTRY105COVEREDPATIODECK ABOVEUP2 CAR GARAGE123MECHANICAL124STORAGE125ENTRY105COVEREDPATIODECK ABOVEUP2 CAR GARAGE123MECHANICAL124STORAGE1252 CAR GARAGE102MECHANICAL103 STORAGE104ENTRY105COVEREDPATIODECK ABOVEUPUPUP2-CAR GARAGE1021-CAR GARAGE103MECHANICAL105FAMILY ROOM106ENTRY107BATH104UPUP2-CAR GARAGE1021-CAR GARAGE103MECHANICAL105FAMILY ROOM106ENTRY107BATH104 ENTRY105COVEREDPATIODECK ABOVEUP2 CAR GARAGE123MECHANICAL124STORAGE125ENTRY105COVEREDPATIODECK ABOVEUP2 CAR GARAGE123MECHANICAL124STORAGE125ENTRY105COVEREDPATIODECK ABOVEUP2 CAR GARAGE123MECHANICAL124STORAGE125ENTRY105COVEREDPATIODECK ABOVEUP2 CAR GARAGE123MECHANICAL124STORAGE125UPUP2-CAR GARAGE1021-CAR GARAGE103MECHANICAL105FAMILY ROOM106ENTRY107BATH1042 CAR GARAGE102MECHANICAL103STORAGE104ENTRY105COVEREDPATIODECK ABOVEUPUP UP 2-CAR G A R A G E102 1-CAR GA R A G E 103 MECHANI C A L 105 FAMIL Y R O O M 106 ENTRY107 BATH104 2 CAR GARAGE102MECHANICAL103STORAGE104105ENTRYCOVEREDPATIODECK ABOVEUPUP2-CAR GARAGE1021-CAR GARAGE103MECHANICAL105FAMILY ROOM106ENTRY107BATH104UPUP2-CAR GARAGE1021-CAR GARAGE103MECHANICAL105FAMILY ROOM106ENTRY107BATH104 3" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "3" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"4" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"E Q E Q 4' - 9"4' - 9"EQEQEQEQEQEQEQEQEQEQEQEQEQEQ6' - 0 " 6' - 0 " 2' - 0 "EQEQ6' - 9 5/8"6' - 9 5/8"6' - 9 5/8"EQEQ1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"6" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"1' - 6 "1' - 6"8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"4" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "4" / 1'-0"8" / 1'-0"4" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 " 8" / 1' - 0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1' - 0 "8" / 1 '-0"8" / 1'-0"6" / 1 '-0"6" / 1 '-0"4" / 1'-0"6" / 1 '-0"6" / 1 '-0"8" / 1'-0"8" / 1 '-0"8" / 1'-0"8" / 1 '-0"8" / 1 '-0"8" / 1 '-0"8" / 1'-0"8" / 1 '-0"8" / 1'-0"8" / 1 '-0"8" / 1 '-0"8" / 1 '-0"8" / 1'-0"R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-122' - 7 1 / 2 " 5 19 7 / 2 5 6 " 7' - 6 " 4' - 5 1 / 2 " 11' - 1 1 1 / 2 "10" / 1'-0"10" / 1'-0"10" / 1'-0"10" / 1'-0"10" / 1'-0"10" / 1'-0"10" / 1'-0"10" / 1'-0"8" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"4" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"8 " / 1 ' - 0 "8" / 1'-0"6" / 1'-0"8 " / 1 ' - 0 "8" / 1'-0"8 " / 1 ' - 0 "6" / 1'-0"8 " / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8 " / 1 ' - 0 "8" / 1'-0"8 " / 1 ' - 0 "8" / 1'-0"8 " / 1 ' - 0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-16" / 1'-0"1' - 6 " 8' - 2 1 / 2 " 3' - 0 " R O O F B E L OW R O O F B E L O W L E V E L A B O V E R O O F B E L O W L E V E L A B O V E L E V E L A B O V E D E C K A B O V E R O O F A B O V E D E C K A B O V E R O O F A B O V E R O O F A B O V E R O O F A B O V E D E C K A B O V E D E C K A B O V E 8" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"6" / 1 ' - 0 " 6" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1 ' - 0 " 6" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1 ' - 0 " 6" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 " 8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 " 8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 " 8" / 1 ' - 0 "R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-16" / 1 ' - 0 " 6" / 1 ' - 0 "R-1R-1R O O F A B O V E R O O F A B O V E R O O F A B O V E R O O F A B O V E R O O F A B O V E R O O F A B O V E R O O F B E L OW R O O F B E L OW 3' - 0"ROOF ABOVEROOF ABOVEROOF BELOWROOF ABOVEROOF ABOVEROOF ABOVEROOF ABOVEROOF BELOWDECK ABOVEDECK ABOVEDECK ABOVEDECK ABOVE21 ' - 9 3 / 4 " 5' - 3 1 / 4 " 12 ' - 9 1 / 4 "8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"4" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-18" / 1 ' - 0 " 8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "R-1R-1R-1R-1R-13' - 0"ROOF ABOVEROOF ABOVEROOF BELOWROOF ABOVEROOF ABOVEROOF ABOVEROOF ABOVEROOF BELOWDECK ABOVEDECK ABOVEDECK ABOVEDECK ABOVE21 ' - 9 3 / 4 " 5' - 3 1 / 4 " 12 ' - 9 1 / 4 "8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"4" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-18" / 1 ' - 0 " 8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "R-1R-1R-1R-1R-1 3" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "3" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"4" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"E Q E Q 4' - 9"4' - 9"EQEQEQEQEQEQEQEQEQEQEQEQEQEQ6' - 0 " 6' - 0 " 2' - 0 "EQEQ6' - 9 5/8"6' - 9 5/8"6' - 9 5/8"EQEQ1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"6" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"1' - 6 "1' - 6"8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"4" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "4" / 1'-0"8" / 1'-0"4" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 " 8" / 1' - 0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1' - 0 "8" / 1 '-0"8" / 1'-0"6" / 1 '-0"6" / 1 '-0"4" / 1'-0"6" / 1 '-0"6" / 1 '-0"8" / 1'-0"8" / 1 '-0"8" / 1'-0"8" / 1 '-0"8" / 1 '-0"8" / 1 '-0"8" / 1'-0"8" / 1 '-0"8" / 1'-0"8" / 1 '-0"8" / 1 '-0"8" / 1 '-0"8" / 1'-0"R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-122' - 7 1 / 2 " 5 19 7 / 2 5 6 " 7' - 6 " 4' - 5 1 / 2 " 11' - 1 1 1 / 2 "10" / 1'-0"10" / 1'-0"10" / 1'-0"10" / 1'-0"10" / 1'-0"10" / 1'-0"10" / 1'-0"10" / 1'-0"8" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"4" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"8 " / 1 ' - 0 "8" / 1'-0"6" / 1'-0"8 " / 1 ' - 0 "8" / 1'-0"8 " / 1 ' - 0 "6" / 1'-0"8 " / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8 " / 1 ' - 0 "8" / 1'-0"8 " / 1 ' - 0 "8" / 1'-0"8 " / 1 ' - 0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-16" / 1'-0"1' - 6 " 8' - 2 1 / 2 " 3' - 0 " R O O F B E L OW R O O F B E L O W L E V E L A B O V E R O O F B E L O W L E V E L A B O V E L E V E L A B O V E D E C K A B O V E R O O F A B O V E D E C K A B O V E R O O F A B O V E R O O F A B O V E R O O F A B O V E D E C K A B O V E D E C K A B O V E 8" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"6" / 1 ' - 0 " 6" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1 ' - 0 " 6" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1 ' - 0 " 6" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 " 8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 " 8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 " 8" / 1 ' - 0 "R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-16" / 1 ' - 0 " 6" / 1 ' - 0 "R-1R-1R O O F A B O V E R O O F A B O V E R O O F A B O V E R O O F A B O V E R O O F A B O V E R O O F A B O V E R O O F B E L OW R O O F B E L OW 3' - 0"ROOF ABOVEROOF ABOVEROOF BELOWROOF ABOVEROOF ABOVEROOF ABOVEROOF ABOVEROOF BELOWDECK ABOVEDECK ABOVEDECK ABOVEDECK ABOVE2 1 ' - 9 3 / 4 " 5' - 3 1 / 4 " 12 ' - 9 1 / 4 "8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"4" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-18" / 1 ' - 0 " 8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "R-1R-1R-1R-1R-13' - 0"ROOF ABOVEROOF ABOVEROOF BELOWROOF ABOVEROOF ABOVEROOF ABOVEROOF ABOVEROOF BELOWDECK ABOVEDECK ABOVEDECK ABOVEDECK ABOVE2 1 ' - 9 3 / 4 " 5' - 3 1 / 4 " 12 ' - 9 1 / 4 "8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"4" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-18" / 1 ' - 0 " 8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "R-1R-1R-1R-1R-1 3" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "3" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"4" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"E Q E Q 4' - 9"4' - 9"EQEQEQEQEQEQEQEQEQEQEQEQEQEQ6' - 0 " 6' - 0 " 2' - 0 "EQEQ6' - 9 5/8"6' - 9 5/8"6' - 9 5/8"EQEQ1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"6" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"1' - 6 "1' - 6"8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"4" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "4" / 1'-0"8" / 1'-0"4" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 " 8" / 1' - 0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1' - 0 "8" / 1 '-0"8" / 1'-0"6" / 1 '-0"6" / 1 '-0"4" / 1'-0"6" / 1 '-0"6" / 1 '-0"8" / 1'-0"8" / 1 '-0"8" / 1'-0"8" / 1 '-0"8" / 1 '-0"8" / 1 '-0"8" / 1'-0"8" / 1 '-0"8" / 1'-0"8" / 1 '-0"8" / 1 '-0"8" / 1 '-0"8" / 1'-0"R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-122' - 7 1 / 2 " 5 19 7 / 2 5 6 " 7' - 6 " 4' - 5 1 / 2 " 11' - 1 1 1 / 2 "10" / 1'-0"10" / 1'-0"10" / 1'-0"10" / 1'-0"10" / 1'-0"10" / 1'-0"10" / 1'-0"10" / 1'-0"8" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"4" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"8 " / 1 ' - 0 "8" / 1'-0"6" / 1'-0"8 " / 1 ' - 0 "8" / 1'-0"8 " / 1 ' - 0 "6" / 1'-0"8 " / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8 " / 1 ' - 0 "8" / 1'-0"8 " / 1 ' - 0 "8" / 1'-0"8 " / 1 ' - 0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-16" / 1'-0"1' - 6 " 8' - 2 1 / 2 " 3' - 0 " R O O F B E L OW R O O F B E L O W L E V E L A B O V E R O O F B E L O W L E V E L A B O V E L E V E L A B O V E D E C K A B O V E R O O F A B O V E D E C K A B O V E R O O F A B O V E R O O F A B O V E R O O F A B O V E D E C K A B O V E D E C K A B O V E 8" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"6" / 1 ' - 0 " 6" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1 ' - 0 " 6" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1 ' - 0 " 6" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 " 8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 " 8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 " 8" / 1 ' - 0 "R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-16" / 1 ' - 0 " 6" / 1 ' - 0 "R-1R-1R O O F A B O V E R O O F A B O V E R O O F A B O V E R O O F A B O V E R O O F A B O V E R O O F A B O V E R O O F B E L OW R O O F B E L OW 3' - 0"ROOF ABOVEROOF ABOVEROOF BELOWROOF ABOVEROOF ABOVEROOF ABOVEROOF ABOVEROOF BELOWDECK ABOVEDECK ABOVEDECK ABOVEDECK ABOVE21 ' - 9 3 / 4 " 5' - 3 1 / 4 " 12 ' - 9 1 / 4 "8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"4" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-18" / 1 ' - 0 " 8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "R-1R-1R-1R-1R-13' - 0"ROOF ABOVEROOF ABOVEROOF BELOWROOF ABOVEROOF ABOVEROOF ABOVEROOF ABOVEROOF BELOWDECK ABOVEDECK ABOVEDECK ABOVEDECK ABOVE21 ' - 9 3 / 4 " 5' - 3 1 / 4 " 12 ' - 9 1 / 4 "8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"4" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-18" / 1 ' - 0 " 8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "R-1R-1R-1R-1R-1 CLOSET NOTES: SINGLE HANGING: DESIGNATED BY SINGLE DASHED LINE IN CLOSETS TO BE: 16" SHELF @ 7'-0" AFF, 16" SHELF & ROD @ 5'-6" AFF. DOUBLE HANGING: DESIGNATED BY DOUBLE DASHED LINE IN CLOSETS TO BE: 16" SHELF & ROD @ 7'-0" AFF, 12" SHELF & ROD @ 3'-6" AFF. SHELVES @ WALK-IN CLOSETS: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, SHELF WIDTH TO BE CLOSET WIDTH, LESS 4'-0" OR AS OTHERWISE INDICATED. LINEN SHELVES: 6 SHELVES, WIDTH AS NOTED, @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. STORAGE SHELVES: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. GENERAL CLOSET NOTES: 1. ALL SHELVES & VERTICAL DIVIDERS TO BE AC PLYWOOD WITH 1x2 EDGE. SPECIES TO BE SPECIFIED BY DEVELOPER. 2. CLEATS TO BE 1x2 CLEAR PINE. 3. PROVIDE ROD SUPPORTS @ 36" OC MAX. 4. ALL TO BE STAINED TO MATCH CASE & BASE. 2 3 4 1 5 FLOOR PLAN GENERAL NOTES: 1. PATCH EXISTING CONSTRUCTION SCHEDULED TO REMAIN. REPAIRED SURFACES TO BE FLUSH WITH ADJACENT FINISH SURFACES. TO SAME QUALITY AS NEW CONSTRUCTION PRIOR TO INSTALLING NEW FINISHES. REFER TO THE FINISH MANUFACTURER'S GUIDELINES FOR INSTALLATION. 2. PATCH EXISTING FIRE-RATED WALLS, FLOOR CEILINGS, ETC. SO AS TO MAINTAIN THE FIRE- RADIATING. ADD FIRE-SMOKE DAMPERS WHERE NEW DUCTS CROSS. ADD FIRE STOP AT ALL 3. PATCH WALLS AT REMOVED RECEPTACLE OPENINGS SO AS TO RECEIVE SUBSEQUENT WORK. 4. PATCH AND LEVEL FLOOR SUBSTRATES TO RECEIVE NEW WORK AS SCHEDULED. 5. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTING. 6. DO NOT SCALE DRAWINGS. 7. IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETE SURFACE WITHIN 18" RADIUS AT 1/4" PER FOOT TOWARD FLOOR DRAIN, UNLESS OTHERWISE INDICATED. 8. ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANS OUTSIDE THE BUILDING RELATE TO USGS ELEVATIONS. ALL SPOT ELEVATIONS INSIDE THE BUILDING REFER TO BUILDING REFERENCE ELEVATIONS. NOTIFY ARCHITECT IMMEDIATELY SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE DRAWINGS. 9. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS OTHERWISE NOTED. 10. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. 11. ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINAL DIMENSIONS, UNLESS NOTED AS ACTUAL. 12. "TB" NEW CORK TACKBOARDS OR "MB" NEW MARKERBOARDS 13. PROVIDE EXIT DOOR NUMBERS PER DOOR SIGNAGE SHEET AT ALL EXIT DOORS.A213 2 A213 3 A213 1 A213 4 LOWER LEVEL 100'-0" (7512.5') LOWER LEVEL 100'-0" (7513.4') LOWER LEVEL 100'-0" (7514.2') LOWER LEVEL 100'-0" (7514.7')2' - 3"2' - 3"2' - 3"2' - 3"2' - 3"2' - 3"2' - 3"2' - 3" ROOF ABOVE DECK ABOVE DECK ABOVE LEVEL ABOVE DECK ABOVE LEVEL ABOVE DECK ABOVE ROOF ABOVE LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE ROOF ABOVEENTRY 105 UP 2 CAR GARAGE 123 MECHANICAL 124 STORAGE 125 B B B +9' +9' +9' ELEVATOR OPTION ENTRY 105 UP 2 CAR GARAGE 123 MECHANICAL 124 STORAGE 125 B B B +9' +9' +9' ELEVATOR OPTION 2-CAR GARAGE 127 1-CAR GARAGE 128 MECHANICAL 129 FAMILY ROOM 130 ENTRY 131 BATH 132 BB B +9'+9' +9' ELEVATOR OPTION UP 2-CAR GARAGE 127 1-CAR GARAGE 128 MECHANICAL 129 FAMILY ROOM 130 ENTRY 131 BATH 132 B B B +9'+9' +9' ELEVATOR OPTION UP B1/8"=1'-0" BAR SCALE A213 2 A213 3 A213 1 A213 4 MIDDLE BEDS 111'-0" (7523.5') MIDDLE BEDS 111'-0" (7524.4') MIDDLE BEDS 111'-0" (7525.2') MIDDLE BEDS 111'-0" (7525.7') DECK ABOVE LEVEL ABOVE DECK ABOVE ROOF ABOVE DECK ABOVE ROOF ABOVE DECK ABOVE LEVEL ABOVE ROOF ABOVE DECK ABOVE ROOF ABOVE ROOF ABOVE DECK ABOVE ROOF ABOVE ROOF BELOW ROOF BELOW ROOF BELOWMASTER BED 108 MASTER CLOSET 107 LAUNDRY 109 BEDROOM 111 BEDROOM 113 MASTER BATH 106 BATH 112 BATH 120 DN UP B+9' ELEVATOR OPTION MASTER BED 108 MASTER CLOSET 107 LAUNDRY 109 BEDROOM 111 BEDROOM 113 MASTER BATH 106 BATH 112 BATH 120 DN UP B+9' ELEVATOR OPTION MASTER BATH 108 MASTER CLOSET 109 MASTER BED 110 BEDROOM 111 LAUNDRY 112 BATH 113 BATH 114 BEDROOM 115 BEDROOM 116 B+9' ELEVATOR OPTION UP DN MASTER BATH 108 MASTER CLOSET 109 MASTER BED 110 BEDROOM 111 LAUNDRY 112 BATH 113 BATH 114 BEDROOM 115 BEDROOM 116 B+9' ELEVATOR OPTION UPDN TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A211 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 1 Lower and Middle Level Plans Avon, CO 81620Owner Rev-07/14/21 No Description Date 1/8" = 1'-0"A211 1 BUILDING 1 - LOWER GARAGE BUILDING NORTH T R U E 1/8" = 1'-0"A211 2 BUILDING 1 - MIDDLE BEDS DWREF DWREF REFDW DW REFDWDW A213 2 A213 3 A213 1 A213 4 UPPER LIVING 122'-0" (7534.5') UPPER LIVING 122'-0" (7535.4') UPPER LIVING 122'-0" (7536.2') UPPER LIVING 122'-0" (7536.7') ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW KITCHEN 117 DINING 118 OFFICE 114 POWDER 115 LIVING 119 FP DN B+9' ELEVATOR OPTION KITCHEN 117 DINING 118 OFFICE 114 POWDER 115 LIVING 119 FP DN B+9' ELEVATOR OPTION POWDER 118 LIVING ROOM 120 OFFICE 121 KITCHEN 119 DINING ROOM 122 FP B+9'B+9' ELEVATOR OPTION DN POWDER 118 LIVING ROOM 120 OFFICE 121 KITCHEN 119 DINING ROOM 122 FP B+9'B+9' ELEVATOR OPTION DN A213 2 A213 3 A213 1 A213 4 ROOF PLAN 136'-6" (7549.0') ROOF PLAN 136'-6" (7549.9') ROOF PLAN 136'-6" (7551.2') ROOF PLAN 136'-6" (7550.7') 3" / 1'-0" 8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0" 8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0" 8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"3" / 1'-0" 8" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"4" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0" R-2 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-2 R-1 R-1 R-1R-1 R-1 R-1 R-1 R-1R-1 R-1 R-1 R-1 R-1 1/8"=1'-0" BAR SCALE CLOSET NOTES: SINGLE HANGING: DESIGNATED BY SINGLE DASHED LINE IN CLOSETS TO BE: 16" SHELF @ 7'-0" AFF, 16" SHELF & ROD @ 5'-6" AFF. DOUBLE HANGING: DESIGNATED BY DOUBLE DASHED LINE IN CLOSETS TO BE: 16" SHELF & ROD @ 7'-0" AFF, 12" SHELF & ROD @ 3'-6" AFF. SHELVES @ WALK-IN CLOSETS: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, SHELF WIDTH TO BE CLOSET WIDTH, LESS 4'-0" OR AS OTHERWISE INDICATED. LINEN SHELVES: 6 SHELVES, WIDTH AS NOTED, @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. STORAGE SHELVES: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. GENERAL CLOSET NOTES: 1. ALL SHELVES & VERTICAL DIVIDERS TO BE AC PLYWOOD WITH 1x2 EDGE. SPECIES TO BE SPECIFIED BY DEVELOPER. 2. CLEATS TO BE 1x2 CLEAR PINE. 3. PROVIDE ROD SUPPORTS @ 36" OC MAX. 4. ALL TO BE STAINED TO MATCH CASE & BASE. 2 3 4 1 5 FLOOR PLAN GENERAL NOTES: 1. PATCH EXISTING CONSTRUCTION SCHEDULED TO REMAIN. REPAIRED SURFACES TO BE FLUSH WITH ADJACENT FINISH SURFACES. TO SAME QUALITY AS NEW CONSTRUCTION PRIOR TO INSTALLING NEW FINISHES. REFER TO THE FINISH MANUFACTURER'S GUIDELINES FOR INSTALLATION. 2. PATCH EXISTING FIRE-RATED WALLS, FLOOR CEILINGS, ETC. SO AS TO MAINTAIN THE FIRE- RADIATING. ADD FIRE-SMOKE DAMPERS WHERE NEW DUCTS CROSS. ADD FIRE STOP AT ALL 3. PATCH WALLS AT REMOVED RECEPTACLE OPENINGS SO AS TO RECEIVE SUBSEQUENT WORK. 4. PATCH AND LEVEL FLOOR SUBSTRATES TO RECEIVE NEW WORK AS SCHEDULED. 5. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTING. 6. DO NOT SCALE DRAWINGS. 7. IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETE SURFACE WITHIN 18" RADIUS AT 1/4" PER FOOT TOWARD FLOOR DRAIN, UNLESS OTHERWISE INDICATED. 8. ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANS OUTSIDE THE BUILDING RELATE TO USGS ELEVATIONS. ALL SPOT ELEVATIONS INSIDE THE BUILDING REFER TO BUILDING REFERENCE ELEVATIONS. NOTIFY ARCHITECT IMMEDIATELY SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE DRAWINGS. 9. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS OTHERWISE NOTED. 10. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. 11. ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINAL DIMENSIONS, UNLESS NOTED AS ACTUAL. 12. "TB" NEW CORK TACKBOARDS OR "MB" NEW MARKERBOARDS 13. PROVIDE EXIT DOOR NUMBERS PER DOOR SIGNAGE SHEET AT ALL EXIT DOORS. ROOF FINISH LEGEND NOTES: 1. HATCHED AREAS INDICATE OVERBUILT ROOF & CRICKETS, RE: STRUCTURAL 2. ALL GUTTERS & DOWNSPOUTS TO RECEIVE HEAT TAPE FOR ENTIRE LENGTH, RE: DIAGRAM ON ELECTRICAL PLANS 3. T.O. RIDGE ELEVATIONS GIVEN AT TOP OF ROOF SHEATHING 4. CONTRACTOR TO VERIFY CHIMNEY DIMENSIONS WITH FIREPLACE MANUFACTURERS' REQUIREMENTS R-1 TAMKO ASPHALT SHINGLES, HERITAGE PREMIUM, COLOR: NATURAL TIMBER R-2 COPPER STANDING SEAM ROOF SEE SYSTEM NOTES SHEET A0.1 COPPER FLASHING, GUTTERS, AND DOWNSPOUTS OVERHANGS ARE 2'-0" FROM FACE OF FRAMING TYP. U.N.O. CHIMNEY CAP - 6" SANDSTONE CAP ROOF BEAMS - ROUGH SAWN TIMBER TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A212 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 1 Upper and Roof Plans Avon, CO 81620Owner Rev-07/14/21 No Description Date 1/8" = 1'-0"A212 1 BUILDING 1 - UPPER LIVING 1/8" = 1'-0"A212 2 BUILDING 1 - ROOF PLAN BUILDING NORTH T R U E EXTERIOR MATERIAL LEGEND: X-1 DAVINCI SYNTHETIC SHAKES X-2 1X10 WOOD LAP SIDING X-3 NEW DRY STACK BROWN MOSSROCK R-1 DAVINCI SYNTHETIC SHAKES, R-2 BERRIDGE TEE-PANEL STANDING SEAM METAL ROOF, BERRIDGE DARK BRONZE KYNAR 500 CORNER TRIM - 3X6 AND 3X8 RS WD FASCIA 2X8 RS WD OVER 2X8 RS WD COIL COATED METAL FLASHING, GUTTERS AND DOWNSPOUTS RS WD TIMBERS 6X10 RS WD HEADERS IN STONE WALLS 3X8 RS WD HEADERS IN WOOD WALLS 3X4 RS WD WINDOW TRIM IN WOOD LOWER GARAGE 0'-0" (7512.5) MIDDLE BEDS 11'-0" (7523.5) UPPER LIVING 22'-0 (7534.5) T.O. ROOF 36'-6" (7549.0) LOWER GARAGE 0'-0" (7514.7) MIDDLE BEDS 11'-0" (7525.7) UPPER LIVING 22'-0 (7536.7) T.O. ROOF 36'-6" (7551.2) EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT X-2 R-2 X-3 X-2 X-1 R-1 R-1 X-3 X-3 X-3 X-1 X-1 R-1 R-1 X-3 X-3 X-1 X-1 X-1 R-1 X-2 X-2 R-1 X-3X-1 X-3 8 " / 1 '-0 "8" / 1'-0"6 " / 1 '-0 "6" / 1'-0"8" / 1'-0"6 " / 1 '-0 "6" / 1'-0"8" / 1'-0"6 " / 1 '-0 " 6" / 1'-0"4" / 1'-0"8 " / 1 '-0 "8" / 1'-0"8" / 1'-0"X-1 8" / 1'-0" L L L L PROPOSED GRADE MAX BUILDING HEIGHT EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT LOWER GARAGE 0'-0" (7512.5) MIDDLE BEDS 11'-0" (7523.5) UPPER LIVING 21'-0 (7533.5) T.O. ROOF 36'-6" (7549.0) LOWER GARAGE 0'-0" (7514.7) MIDDLE BEDS 11'-0" (7525.7) UPPER LIVING 21'-0 (7535.7) T.O. ROOF 36'-6" (7551.2) L L L L L L L L L L R-1 X-2 X-3 X-1 R-1 X-1 R-2 R-1 X-2 X-2 X-3X-3 X-1 R-2 X-1 R-1 R-1 X-2 X-2 X-3 X-2 X-3 X-1 R-1R-18" / 1 '-0 "8" / 1'-0"8" / 1'-0" 8 " / 1 '-0 "3 " / 1 '-0 "8" / 1'-0"6" / 1'-0"8" / 1'-0"6 " / 1 '-0 "6 " / 1 '-0 "6" / 1'-0" 8 " / 1 '-0 "8" / 1'-0"8" / 1'-0"8 " / 1 '-0 "3" / 1'-0"8" / 1'-0"8" / 1'-0" 1 0" / 1'-0"10" / 1'-0"10" / 1'-0"1 0" / 1'-0"3" / 1'-0"3" / 1'-0"8" / 1'-0" 8" / 1'-0" L L L L PROPOSED GRADE MAX BUILDING HEIGHT LOWER GARAGE 0'-0" (7513.5) MIDDLE BEDS 11'-0" (7514.5) UPPER LIVING 22'-0 (7535.5) T.O. ROOF 36'-6" (7550.0) EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT (NEAR UNIT ONLY L R-2 R-1R-1 X-1 X-2 X-2 X-3X-3 R-1 X-1 X-3 8" / 1'-0"8 " / 1 '-0 "8" / 1'-0"8" / 1'-0"3" / 1'-0"10" / 1'-0"3 " / 1 '-0 "L PROPOSED GRADE MAX BUILDING HEIGHT (NEAR UNIT ONLY LOWER GARAGE 0'-0" (7514.7) MIDDLE BEDS 11'-0" (7525.7) UPPER LIVING 22'-0 (7536.7) T.O. ROOF 36'-6" (7551.2) EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT L X-2 X-3 X-3 X-1X-1 R-1 R-1 R-1 R-2 3" / 1'-0"8 " / 1 '-0 "8" / 1'-0"8" / 1'-0"6" / 1'-0"3" / 1'-0" 3 " / 1 '-0 "10" / 1'-0"L L PROPOSED GRADE MAX BUILDING HEIGHT 1/8"=1'-0" BAR SCALE EXTERIOR ELEVATION GENERAL NOTES: 1. EXTERIOR FINISHES INDICATED ON ELEVATIONS SEE "EXTERIOR MATERIAL LEGEND" FOR MATERIALS. 2. RFERENCE ROOF PLAN FOR LOCATIONS OF ROOF COMPONENETS NOT INDICATED ON EXTERIOR ELEVATIONS. 3. REFER TO MEP AND STRUCTURAL DRAWINGS FOR ANY ADDITIONAL WORK. 4. ASSUME ALL PAINTED SURFACES WILL BE REPAINTED. THIS INCLUDES BUT IS NOT LIMITED TO: DOORS, DOOR FRAMES, WINDOW FRAMES, AND HEADERS, CEILINGS, HANDRAILS, EXPOSED MECHANICAL, CMU ACCENTS, SOFFITS, STRUCTURAL BEAMS, AND ETC. 5. PROVIDE ALLOWANCE TO SEAL AND CAULK VARIOUS WALL PENERTRATIONS ANS HOLES AROUND EXTERIOR PERIMETER OF BUIDLING, SIMILAR AREAS SUCH AS HOSE BIBS, PIPES, ETC. 6. PROVIDE ALLOWANCE TO REVIEW ALL EXPOSED ELECTRICAL CONDUIT TO DETERMINE FEASIBILITY TO REMOVE OR RELOCATE. INCLUDE IN ALLOWANCE LABOR AND MATERIALS TO REMOVE OR RELOCATE. 7. SEE CIVIL PLANS FOR NOTE TO RESEAL ALL HORIZONTAL CONCRETE AND ASPHALT JOINTS AT BUILDING. 8. WHEN A PORTION OF A WALL IS PAINTED ASSUME THE ENTIRE WALL IS PAINTED TO INSIDE OR OUTSIDE CORNERS. 9. DO NOT SCALE DRAWINGS. 10. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS NOTED OTHERWISE. TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A213 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 1 Exterior ElevationsAvon, CO 81620Owner Rev-07/14/21 No Description Date 1/8" = 1'-0"A213 1 BUILDING 1 - NORTH 1/8" = 1'-0"A213 2 BUILDING 1 - SOUTH 1/8" = 1'-0"A213 3 BUILDING 1 - WEST 1/8" = 1'-0"A213 4 BUILDING 1 - EAST A213 5 BUILDING 1 - FRONT APPROACH A213 6 BUILDING 1 - REAR VIEW A2231A2234A2232A2233LOWER LEVEL 100'-0" (7514.9') LOWER LEVEL 100'-0" (7514.4') LOWER LEVEL 100'-0" (7513.5') LOWER LEVEL 100'-0" (7513.5') ROOF ABOVE LEVEL ABOVE ROOF ABOVE LEVEL ABOVE ROOF ABOVE LEVEL ABOVE DECK ABOVELEVEL ABOVE LEVEL ABOVE DECK ABOVE LEVEL ABOVE DECK ABOVE LEVEL ABOVE DECK ABOVE 2-CAR GARAGE 102 1-CAR GARAGE 103 MECHANICAL 105 FAMILY ROOM 106 ENTRY 107 BATH 104 B B B+9' +9'+9' ELEVATOR OPTION UP 2 CAR GARAGE 102 MECHANICAL 103 STORAGE 104 ENTRY 105 UP B B B +9' +9' +9' ELEVATOR OPTION2 CAR GARAGE 102 MECHANICAL 103 STORAGE 104 ENTRY 105 UP B B B +9' +9' +9' ELEVATOR OPTION ENTRY 105 UP 2 CAR GARAGE 123 MECHANICAL 124 STORAGE 125 B B B +9' +9' +9' ELEVATOR OPTION A2231A2234A2232A2233MIDDLE BEDS 111'-0" (7525.9') MIDDLE BEDS 111'-0" (7525.4') MIDDLE BEDS 111'-0" (7524.5') MIDDLE BEDS 111'-0" (7524.5') 1' - 6" 3' - 0" ROOF BELOW ROOF BELOW LEVEL ABOVEROOF BELOW LEVEL ABOVE LEVEL ABOVE DECK ABOVE ROOF ABOVE DECK ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE DECK ABOVE DECK ABOVE MASTER BATH 108 MASTER CLOSET 109 MASTER BED 110 BEDROOM 111 LAUNDRY 112 BATH 113 BATH 114 BEDROOM 115 BEDROOM 116 B+9' ELEVATOR OPTION DN UP MASTER BED 108 MASTER CLOSET 107 LAUNDRY 109 BEDROOM 111 BEDROOM 113 MASTER BATH 106 BATH 112 BATH 120 DN UP B+9' ELEVATOR OPTION MASTER BED 108 MASTER CLOSET 107 LAUNDRY 109 BEDROOM 111 BEDROOM 113 MASTER BATH 106 BATH 112 BATH 120 DN UP B+9' ELEVATOR OPTION MASTER BED 108 MASTER CLOSET 107 LAUNDRY 109 BEDROOM 111 BEDROOM 113 MASTER BATH 106 BATH 112 BATH 120 DN UP B+9' ELEVATOR OPTION 1/8"=1'-0" BAR SCALE CLOSET NOTES: SINGLE HANGING: DESIGNATED BY SINGLE DASHED LINE IN CLOSETS TO BE: 16" SHELF @ 7'-0" AFF, 16" SHELF & ROD @ 5'-6" AFF. DOUBLE HANGING: DESIGNATED BY DOUBLE DASHED LINE IN CLOSETS TO BE: 16" SHELF & ROD @ 7'-0" AFF, 12" SHELF & ROD @ 3'-6" AFF. SHELVES @ WALK-IN CLOSETS: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, SHELF WIDTH TO BE CLOSET WIDTH, LESS 4'-0" OR AS OTHERWISE INDICATED. LINEN SHELVES: 6 SHELVES, WIDTH AS NOTED, @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. STORAGE SHELVES: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. GENERAL CLOSET NOTES: 1. ALL SHELVES & VERTICAL DIVIDERS TO BE AC PLYWOOD WITH 1x2 EDGE. SPECIES TO BE SPECIFIED BY DEVELOPER. 2. CLEATS TO BE 1x2 CLEAR PINE. 3. PROVIDE ROD SUPPORTS @ 36" OC MAX. 4. ALL TO BE STAINED TO MATCH CASE & BASE. 2 3 4 1 5 FLOOR PLAN GENERAL NOTES: 1. PATCH EXISTING CONSTRUCTION SCHEDULED TO REMAIN. REPAIRED SURFACES TO BE FLUSH WITH ADJACENT FINISH SURFACES. TO SAME QUALITY AS NEW CONSTRUCTION PRIOR TO INSTALLING NEW FINISHES. REFER TO THE FINISH MANUFACTURER'S GUIDELINES FOR INSTALLATION. 2. PATCH EXISTING FIRE-RATED WALLS, FLOOR CEILINGS, ETC. SO AS TO MAINTAIN THE FIRE- RADIATING. ADD FIRE-SMOKE DAMPERS WHERE NEW DUCTS CROSS. ADD FIRE STOP AT ALL 3. PATCH WALLS AT REMOVED RECEPTACLE OPENINGS SO AS TO RECEIVE SUBSEQUENT WORK. 4. PATCH AND LEVEL FLOOR SUBSTRATES TO RECEIVE NEW WORK AS SCHEDULED. 5. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTING. 6. DO NOT SCALE DRAWINGS. 7. IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETE SURFACE WITHIN 18" RADIUS AT 1/4" PER FOOT TOWARD FLOOR DRAIN, UNLESS OTHERWISE INDICATED. 8. ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANS OUTSIDE THE BUILDING RELATE TO USGS ELEVATIONS. ALL SPOT ELEVATIONS INSIDE THE BUILDING REFER TO BUILDING REFERENCE ELEVATIONS. NOTIFY ARCHITECT IMMEDIATELY SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE DRAWINGS. 9. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS OTHERWISE NOTED. 10. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. 11. ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINAL DIMENSIONS, UNLESS NOTED AS ACTUAL. 12. "TB" NEW CORK TACKBOARDS OR "MB" NEW MARKERBOARDS 13. PROVIDE EXIT DOOR NUMBERS PER DOOR SIGNAGE SHEET AT ALL EXIT DOORS. TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A221 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 2 Lower and Middle Level Plans Avon, CO 81620Owner Rev-07/14/21 No Description Date 1/8" = 1'-0"A221 1 BUILDING 2 - LOWER GARAGE 1/8" = 1'-0"A221 2 BUILDING 2 - MIDDLE BEDS BUILDING NORTH T R U E REFDW DW DWREF DWREFDW REFA2231A2234A2232A2233UPPER LIVING 121'-0" (7535.9') UPPER LIVING 121'-0" (7535.4') UPPER LIVING 121'-0" (7534.5') UPPER LIVING 121'-0" (7534.5') ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF BELOW ROOF BELOW POWDER 118 LIVING ROOM 120 OFFICE 121 KITCHEN 119 DINING ROOM 122 FP B+9'B+9' ELEVATOR OPTION DN KITCHEN 117 DINING 118 OFFICE 114 POWDER 115 LIVING 119 FP DN B+9' ELEVATOR OPTION KITCHEN 117 DINING 118 OFFICE 114 POWDER 115 LIVING 119 FP DN B+9' ELEVATOR OPTION KITCHEN 117 DINING 118 OFFICE 114 POWDER 115 LIVING 119 FP DN B+9' ELEVATOR OPTION A2231A2234A2232A2233ROOF PLAN 136'-6" (7551.4') ROOF PLAN 136'-6" (7550.9') ROOF PLAN 136'-6" (7550.0') ROOF PLAN 136'-6" (7550.0') 8" / 1'-0"8" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0" 6" / 1'-0"6" / 1'-0" 8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0" 6" / 1'-0"6" / 1'-0" 8" / 1'-0"8" / 1'-0"8" / 1'-0" 6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0" R-1 R-1 R-1 R-1R-1 R-1 R-1R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 6" / 1'-0"6" / 1'-0" R-1 R-1 R-1 R-1 R-1 R-1 R-1R-1 R-1 R-1R-1 R-1 R-1R-1 R-1 R-1 R-1R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 1/8"=1'-0" BAR SCALE CLOSET NOTES: SINGLE HANGING: DESIGNATED BY SINGLE DASHED LINE IN CLOSETS TO BE: 16" SHELF @ 7'-0" AFF, 16" SHELF & ROD @ 5'-6" AFF. DOUBLE HANGING: DESIGNATED BY DOUBLE DASHED LINE IN CLOSETS TO BE: 16" SHELF & ROD @ 7'-0" AFF, 12" SHELF & ROD @ 3'-6" AFF. SHELVES @ WALK-IN CLOSETS: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, SHELF WIDTH TO BE CLOSET WIDTH, LESS 4'-0" OR AS OTHERWISE INDICATED. LINEN SHELVES: 6 SHELVES, WIDTH AS NOTED, @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. STORAGE SHELVES: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. GENERAL CLOSET NOTES: 1. ALL SHELVES & VERTICAL DIVIDERS TO BE AC PLYWOOD WITH 1x2 EDGE. SPECIES TO BE SPECIFIED BY DEVELOPER. 2. CLEATS TO BE 1x2 CLEAR PINE. 3. PROVIDE ROD SUPPORTS @ 36" OC MAX. 4. ALL TO BE STAINED TO MATCH CASE & BASE. 2 3 4 1 5 FLOOR PLAN GENERAL NOTES: 1. PATCH EXISTING CONSTRUCTION SCHEDULED TO REMAIN. REPAIRED SURFACES TO BE FLUSH WITH ADJACENT FINISH SURFACES. TO SAME QUALITY AS NEW CONSTRUCTION PRIOR TO INSTALLING NEW FINISHES. REFER TO THE FINISH MANUFACTURER'S GUIDELINES FOR INSTALLATION. 2. PATCH EXISTING FIRE-RATED WALLS, FLOOR CEILINGS, ETC. SO AS TO MAINTAIN THE FIRE- RADIATING. ADD FIRE-SMOKE DAMPERS WHERE NEW DUCTS CROSS. ADD FIRE STOP AT ALL 3. PATCH WALLS AT REMOVED RECEPTACLE OPENINGS SO AS TO RECEIVE SUBSEQUENT WORK. 4. PATCH AND LEVEL FLOOR SUBSTRATES TO RECEIVE NEW WORK AS SCHEDULED. 5. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTING. 6. DO NOT SCALE DRAWINGS. 7. IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETE SURFACE WITHIN 18" RADIUS AT 1/4" PER FOOT TOWARD FLOOR DRAIN, UNLESS OTHERWISE INDICATED. 8. ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANS OUTSIDE THE BUILDING RELATE TO USGS ELEVATIONS. ALL SPOT ELEVATIONS INSIDE THE BUILDING REFER TO BUILDING REFERENCE ELEVATIONS. NOTIFY ARCHITECT IMMEDIATELY SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE DRAWINGS. 9. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS OTHERWISE NOTED. 10. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. 11. ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINAL DIMENSIONS, UNLESS NOTED AS ACTUAL. 12. "TB" NEW CORK TACKBOARDS OR "MB" NEW MARKERBOARDS 13. PROVIDE EXIT DOOR NUMBERS PER DOOR SIGNAGE SHEET AT ALL EXIT DOORS. ROOF FINISH LEGEND NOTES: 1. HATCHED AREAS INDICATE OVERBUILT ROOF & CRICKETS, RE: STRUCTURAL 2. ALL GUTTERS & DOWNSPOUTS TO RECEIVE HEAT TAPE FOR ENTIRE LENGTH, RE: DIAGRAM ON ELECTRICAL PLANS 3. T.O. RIDGE ELEVATIONS GIVEN AT TOP OF ROOF SHEATHING 4. CONTRACTOR TO VERIFY CHIMNEY DIMENSIONS WITH FIREPLACE MANUFACTURERS' REQUIREMENTS R-1 TAMKO ASPHALT SHINGLES, HERITAGE PREMIUM, COLOR: NATURAL TIMBER R-2 COPPER STANDING SEAM ROOF SEE SYSTEM NOTES SHEET A0.1 COPPER FLASHING, GUTTERS, AND DOWNSPOUTS OVERHANGS ARE 2'-0" FROM FACE OF FRAMING TYP. U.N.O. CHIMNEY CAP - 6" SANDSTONE CAP ROOF BEAMS - ROUGH SAWN TIMBER TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A222 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 2 Upper and Roof Plans Avon, CO 81620Owner Rev-07/14/21 No Description Date 1/8" = 1'-0"A222 1 BUILDING 2 - UPPER LIVING 1/8" = 1'-0"A222 2 BUILDING 2 - ROOF PLAN BUILDINGNORTHTRUE EXISTING GRADE PROPOSED GRADE X-1 R-1 R-1 X-2 R-1 R-2 EXISTING GRADE MAX BUILDING HEIGHT LOWER GARAGE 0'-0" (7514.9) MIDDLE BEDS 11'-0" (7525.9) UPPER LIVING 21'-0 (7535.9) T.O. ROOF 36'-6" (7551.4)3' - 0"LOWER GARAGE 0'-0" (7513.5) MIDDLE BEDS 11'-0" (7524.5) UPPER LIVING 21'-0 (7534.5) T.O. ROOF 36'-6" (7550.0) L L L L L L L L L L X-3 X-2 X-1 X-1 X-1 X-3 X-2 X-2 R-2 X-1 R-1R-1 R-1 R-1 R-1 R-1 R-1 X-1 X-1X-2 X-1 X-3 X-2 X-1 X-3 X-3 X-2X-2 X-2 R-2R-2 8" / 1'-0"8" / 1'-0"8" / 1'-0"8 " / 1 '-0 "8" / 1'-0"6" / 1'-0"6 " / 1 '-0 "8" / 1'-0"6" / 1'-0"8" / 1'-0" 6 " / 1 '-0 "8 " / 1 '-0 "8" / 1'-0"8" / 1'-0" 6" / 1'-0"6 " / 1 '-0 "8" / 1'-0"8 " / 1 '-0 "EXISTING GRADE PROPOSED GRADE X-2 R-1 R-1 R-1 R-1 EXISTING GRADE MAX BUILDING HEIGHT L L L L L L L L L L L L L X-1 R-1 X-1X-2 R-2 X-2X-2 X-3X-3X-3 X-3X-3 X-3X-3 X-3 X-2 X-2 X-2 R-2 X-1 X-2 X-1 X-1X-1 X-1 X-1 X-1 R-2R-2 8" / 1'-0" 6" / 1'-0"6 " / 1 '-0 " 8 " / 1 '-0 "8" / 1'-0"8" / 1'-0" 6" / 1'-0"6 " / 1 '-0 "8" / 1'-0"8" / 1'-0" 6" / 1'-0"6 " / 1 '-0 "8" / 1'-0"8" / 1'-0" 6" / 1'-0"6 " / 1 '-0 "8" / 1'-0"8 " / 1 '-0 "10" / 1'-0"1 0" / 1'-0"10" / 1'-0"1 0" / 1'-0"10" / 1'-0"1 0" / 1'-0" R-1 R-1 LOWER GARAGE 0'-0" (7514.9) MIDDLE BEDS 11'-0" (7525.9) UPPER LIVING 21'-0 (7535.9) T.O. ROOF 36'-6" (7551.4) LOWER GARAGE 0'-0" (7513.5) MIDDLE BEDS 11'-0" (7524.5) UPPER LIVING 21'-0 (7534.5) T.O. ROOF 36'-6" (7550.0) EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT LL L X-1 R-1 R-1 R-1 X-1 R-1 R-1 R-1 R-1 X-1 R-1 X-2 X-3 X-3 X-2 X-1X-1 X-1X-1 X-3 X-3 X-1 10" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1'-0"8 " / 1 '-0 "8 " / 1 '-0 "8" / 1'-0"6" / 1'-0"3" / 1'-0" LOWER GARAGE 0'-0" (7514.9) MIDDLE BEDS 11'-0" (7525.9) UPPER LIVING 21'-0 (7535.9) T.O. ROOF 36'-6" (7551.4) EXISTING GRADE PROPOSED GRADE R-1 EXISTING GRADE MAX BUILDING HEIGHT L L L L R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 X-1 X-2 X-3X-3 X-3 X-3 X-3X-3 X-3 R-1 X-2 X-1 X-2 L 6" / 1'-0"8" / 1'-0"8" / 1'-0"8 " / 1 '-0 "6" / 1'-0"6" / 1'-0"3 " / 1 '-0 "10" / 1'-0"X-1 X-1 X-1 R-1 LOWER GARAGE 0'-0" (7513.5) MIDDLE BEDS 11'-0" (7524.5) UPPER LIVING 21'-0 (7534.5) T.O. ROOF 36'-6" (7550.0) 1/8"=1'-0" BAR SCALE EXTERIOR MATERIAL LEGEND: X-1 DAVINCI SYNTHETIC SHAKES X-2 1X10 WOOD LAP SIDING X-3 NEW DRY STACK BROWN MOSSROCK R-1 DAVINCI SYNTHETIC SHAKES, R-2 BERRIDGE TEE-PANEL STANDING SEAM METAL ROOF, BERRIDGE DARK BRONZE KYNAR 500 CORNER TRIM - 3X6 AND 3X8 RS WD FASCIA 2X8 RS WD OVER 2X8 RS WD COIL COATED METAL FLASHING, GUTTERS AND DOWNSPOUTS RS WD TIMBERS 6X10 RS WD HEADERS IN STONE WALLS 3X8 RS WD HEADERS IN WOOD WALLS 3X4 RS WD WINDOW TRIM IN WOOD EXTERIOR ELEVATION GENERAL NOTES: 1. EXTERIOR FINISHES INDICATED ON ELEVATIONS SEE "EXTERIOR MATERIAL LEGEND" FOR MATERIALS. 2. RFERENCE ROOF PLAN FOR LOCATIONS OF ROOF COMPONENETS NOT INDICATED ON EXTERIOR ELEVATIONS. 3. REFER TO MEP AND STRUCTURAL DRAWINGS FOR ANY ADDITIONAL WORK. 4. ASSUME ALL PAINTED SURFACES WILL BE REPAINTED. THIS INCLUDES BUT IS NOT LIMITED TO: DOORS, DOOR FRAMES, WINDOW FRAMES, AND HEADERS, CEILINGS, HANDRAILS, EXPOSED MECHANICAL, CMU ACCENTS, SOFFITS, STRUCTURAL BEAMS, AND ETC. 5. PROVIDE ALLOWANCE TO SEAL AND CAULK VARIOUS WALL PENERTRATIONS ANS HOLES AROUND EXTERIOR PERIMETER OF BUIDLING, SIMILAR AREAS SUCH AS HOSE BIBS, PIPES, ETC. 6. PROVIDE ALLOWANCE TO REVIEW ALL EXPOSED ELECTRICAL CONDUIT TO DETERMINE FEASIBILITY TO REMOVE OR RELOCATE. INCLUDE IN ALLOWANCE LABOR AND MATERIALS TO REMOVE OR RELOCATE. 7. SEE CIVIL PLANS FOR NOTE TO RESEAL ALL HORIZONTAL CONCRETE AND ASPHALT JOINTS AT BUILDING. 8. WHEN A PORTION OF A WALL IS PAINTED ASSUME THE ENTIRE WALL IS PAINTED TO INSIDE OR OUTSIDE CORNERS. 9. DO NOT SCALE DRAWINGS. 10. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS NOTED OTHERWISE. TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A223 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 2 Exterior ElevationsAvon, CO 81620Owner Rev-07/14/21 No Description Date 1/8" = 1'-0"A223 1 BUILDING 2 - EAST 1/8" = 1'-0"A223 2 BUILDING 2 - WEST 1/8" = 1'-0"A223 3 BUILDING 2 - NORTH 1/8" = 1'-0"A223 4 BUILDING 2 - SOUTH A223 5 BUILDING 2 - FRONT APPROACH A223 6 BUILDING 2 - REAR VIEW A233 2 A233 1 A233 4 A233 3 LOWER LEVEL 100'-0" (7511.9') LOWER LEVEL 100'-0" (7512.5') LOWER LEVEL 100'-0" (7513.3') LOWER LEVEL 100'-0" (7513.8') LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE DECK ABOVE DECK ABOVE DECK ABOVE DECK ABOVE ENTRY 105 UP 2 CAR GARAGE 123 MECHANICAL 124 STORAGE 125 B B B +9' +9' +9' ELEVATOR OPTION ENTRY 105 UP 2 CAR GARAGE 123 MECHANICAL 124 STORAGE 125 B B B +9' +9' +9' ELEVATOR OPTION ENTRY 105 UP 2 CAR GARAGE 123 MECHANICAL 124 STORAGE 125 B B B +9' +9' +9' ELEVATOR OPTION ENTRY 105 UP 2 CAR GARAGE 123 MECHANICAL 124 STORAGE 125 B B B +9' +9' +9' ELEVATOR OPTION A233 2 A233 1 A233 4 A233 3MIDDLE BEDS 111'-0" (7524.8') MIDDLE BEDS 111'-0" (7523.5') MIDDLE BEDS 111'-0" (7524.3') MIDDLE BEDS 111'-0" (7522.9') ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE DECK ABOVE DECK ABOVE DECK ABOVE DECK ABOVE MASTER BED 108 MASTER CLOSET 107 LAUNDRY 109 BEDROOM 111 BEDROOM 113 MASTER BATH 106 BATH 112 BATH 120 DN UP B+9' ELEVATOR OPTION MASTER BED 108 MASTER CLOSET 107 LAUNDRY 109 BEDROOM 111 BEDROOM 113 MASTER BATH 106 BATH 112 BATH 120 DN UP B+9' ELEVATOR OPTION MASTER BED 108 MASTER CLOSET 107 LAUNDRY 109 BEDROOM 111 BEDROOM 113 MASTER BATH 106 BATH 112 BATH 120 DN UP B+9' ELEVATOR OPTION MASTER BED 108 MASTER CLOSET 107 LAUNDRY 109 BEDROOM 111 BEDROOM 113 MASTER BATH 106 BATH 112 BATH 120 DN UP B+9' ELEVATOR OPTION 1/8"=1'-0" BAR SCALE CLOSET NOTES: SINGLE HANGING: DESIGNATED BY SINGLE DASHED LINE IN CLOSETS TO BE: 16" SHELF @ 7'-0" AFF, 16" SHELF & ROD @ 5'-6" AFF. DOUBLE HANGING: DESIGNATED BY DOUBLE DASHED LINE IN CLOSETS TO BE: 16" SHELF & ROD @ 7'-0" AFF, 12" SHELF & ROD @ 3'-6" AFF. SHELVES @ WALK-IN CLOSETS: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, SHELF WIDTH TO BE CLOSET WIDTH, LESS 4'-0" OR AS OTHERWISE INDICATED. LINEN SHELVES: 6 SHELVES, WIDTH AS NOTED, @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. STORAGE SHELVES: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. GENERAL CLOSET NOTES: 1. ALL SHELVES & VERTICAL DIVIDERS TO BE AC PLYWOOD WITH 1x2 EDGE. SPECIES TO BE SPECIFIED BY DEVELOPER. 2. CLEATS TO BE 1x2 CLEAR PINE. 3. PROVIDE ROD SUPPORTS @ 36" OC MAX. 4. ALL TO BE STAINED TO MATCH CASE & BASE. 2 3 4 1 5 FLOOR PLAN GENERAL NOTES: 1. PATCH EXISTING CONSTRUCTION SCHEDULED TO REMAIN. REPAIRED SURFACES TO BE FLUSH WITH ADJACENT FINISH SURFACES. TO SAME QUALITY AS NEW CONSTRUCTION PRIOR TO INSTALLING NEW FINISHES. REFER TO THE FINISH MANUFACTURER'S GUIDELINES FOR INSTALLATION. 2. PATCH EXISTING FIRE-RATED WALLS, FLOOR CEILINGS, ETC. SO AS TO MAINTAIN THE FIRE- RADIATING. ADD FIRE-SMOKE DAMPERS WHERE NEW DUCTS CROSS. ADD FIRE STOP AT ALL 3. PATCH WALLS AT REMOVED RECEPTACLE OPENINGS SO AS TO RECEIVE SUBSEQUENT WORK. 4. PATCH AND LEVEL FLOOR SUBSTRATES TO RECEIVE NEW WORK AS SCHEDULED. 5. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTING. 6. DO NOT SCALE DRAWINGS. 7. IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETE SURFACE WITHIN 18" RADIUS AT 1/4" PER FOOT TOWARD FLOOR DRAIN, UNLESS OTHERWISE INDICATED. 8. ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANS OUTSIDE THE BUILDING RELATE TO USGS ELEVATIONS. ALL SPOT ELEVATIONS INSIDE THE BUILDING REFER TO BUILDING REFERENCE ELEVATIONS. NOTIFY ARCHITECT IMMEDIATELY SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE DRAWINGS. 9. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS OTHERWISE NOTED. 10. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. 11. ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINAL DIMENSIONS, UNLESS NOTED AS ACTUAL. 12. "TB" NEW CORK TACKBOARDS OR "MB" NEW MARKERBOARDS 13. PROVIDE EXIT DOOR NUMBERS PER DOOR SIGNAGE SHEET AT ALL EXIT DOORS. TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A231 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 3 Lower and Middle Level Plans Avon, CO 81620Owner Rev-07/14/21 No Description Date 1/8" = 1'-0"A231 1 BUILDING 3 - LOWER GARAGE 1/8" = 1'-0"A231 2 BUILDING 3 - MIDDLE BEDS BUILDING NORTH T R U E DW REFDW REFDW REFDW REFA233 2 A233 1 A233 4 A233 3 A243 1 UPPER LIVING 122'-0" (7535.8') UPPER LIVING 122'-0" (7534.5') UPPER LIVING 122'-0" (7535.3') UPPER LIVING 122'-0" (7532.9') ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF BELOWROOF BELOW KITCHEN 117 DINING 118 OFFICE 114 POWDER 115 LIVING 119 FP DN B+9' ELEVATOR OPTION KITCHEN 117 DINING 118 OFFICE 114 POWDER 115 LIVING 119 FP DN B+9' ELEVATOR OPTION KITCHEN 117 DINING 118 OFFICE 114 POWDER 115 LIVING 119 FP DN B+9' ELEVATOR OPTION KITCHEN 117 DINING 118 OFFICE 114 POWDER 115 LIVING 119 FP DN B+9' ELEVATOR OPTION A233 2 A233 1 A233 4 A233 3 ROOF PLAN 136'-6" (7548.4') ROOF PLAN 136'-6" (7549.0') ROOF PLAN 136'-6" (7549.8') ROOF PLAN 136'-6" (7550.3') 8" / 1'-0"8" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1'-0" 6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0" 6" / 1'-0"6" / 1'-0" 8" / 1'-0"8" / 1'-0"8" / 1'-0" 6" / 1'-0"6" / 1'-0" 8" / 1'-0"8" / 1'-0"8" / 1'-0" 6" / 1'-0"6" / 1'-0" 8" / 1'-0" 6" / 1'-0" 6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0" R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1R-1 R-1 R-1 R-1 R-1R-1 R-1 R-1 R-1 R-1 R-1R-1 R-1 R-1 R-1 R-1R-1 1/8"=1'-0" BAR SCALE CLOSET NOTES: SINGLE HANGING: DESIGNATED BY SINGLE DASHED LINE IN CLOSETS TO BE: 16" SHELF @ 7'-0" AFF, 16" SHELF & ROD @ 5'-6" AFF. DOUBLE HANGING: DESIGNATED BY DOUBLE DASHED LINE IN CLOSETS TO BE: 16" SHELF & ROD @ 7'-0" AFF, 12" SHELF & ROD @ 3'-6" AFF. SHELVES @ WALK-IN CLOSETS: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, SHELF WIDTH TO BE CLOSET WIDTH, LESS 4'-0" OR AS OTHERWISE INDICATED. LINEN SHELVES: 6 SHELVES, WIDTH AS NOTED, @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. STORAGE SHELVES: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. GENERAL CLOSET NOTES: 1. ALL SHELVES & VERTICAL DIVIDERS TO BE AC PLYWOOD WITH 1x2 EDGE. SPECIES TO BE SPECIFIED BY DEVELOPER. 2. CLEATS TO BE 1x2 CLEAR PINE. 3. PROVIDE ROD SUPPORTS @ 36" OC MAX. 4. ALL TO BE STAINED TO MATCH CASE & BASE. 2 3 4 1 5 FLOOR PLAN GENERAL NOTES: 1. PATCH EXISTING CONSTRUCTION SCHEDULED TO REMAIN. REPAIRED SURFACES TO BE FLUSH WITH ADJACENT FINISH SURFACES. TO SAME QUALITY AS NEW CONSTRUCTION PRIOR TO INSTALLING NEW FINISHES. REFER TO THE FINISH MANUFACTURER'S GUIDELINES FOR INSTALLATION. 2. PATCH EXISTING FIRE-RATED WALLS, FLOOR CEILINGS, ETC. SO AS TO MAINTAIN THE FIRE- RADIATING. ADD FIRE-SMOKE DAMPERS WHERE NEW DUCTS CROSS. ADD FIRE STOP AT ALL 3. PATCH WALLS AT REMOVED RECEPTACLE OPENINGS SO AS TO RECEIVE SUBSEQUENT WORK. 4. PATCH AND LEVEL FLOOR SUBSTRATES TO RECEIVE NEW WORK AS SCHEDULED. 5. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTING. 6. DO NOT SCALE DRAWINGS. 7. IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETE SURFACE WITHIN 18" RADIUS AT 1/4" PER FOOT TOWARD FLOOR DRAIN, UNLESS OTHERWISE INDICATED. 8. ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANS OUTSIDE THE BUILDING RELATE TO USGS ELEVATIONS. ALL SPOT ELEVATIONS INSIDE THE BUILDING REFER TO BUILDING REFERENCE ELEVATIONS. NOTIFY ARCHITECT IMMEDIATELY SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE DRAWINGS. 9. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS OTHERWISE NOTED. 10. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. 11. ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINAL DIMENSIONS, UNLESS NOTED AS ACTUAL. 12. "TB" NEW CORK TACKBOARDS OR "MB" NEW MARKERBOARDS 13. PROVIDE EXIT DOOR NUMBERS PER DOOR SIGNAGE SHEET AT ALL EXIT DOORS. ROOF FINISH LEGEND NOTES: 1. HATCHED AREAS INDICATE OVERBUILT ROOF & CRICKETS, RE: STRUCTURAL 2. ALL GUTTERS & DOWNSPOUTS TO RECEIVE HEAT TAPE FOR ENTIRE LENGTH, RE: DIAGRAM ON ELECTRICAL PLANS 3. T.O. RIDGE ELEVATIONS GIVEN AT TOP OF ROOF SHEATHING 4. CONTRACTOR TO VERIFY CHIMNEY DIMENSIONS WITH FIREPLACE MANUFACTURERS' REQUIREMENTS R-1 TAMKO ASPHALT SHINGLES, HERITAGE PREMIUM, COLOR: NATURAL TIMBER R-2 COPPER STANDING SEAM ROOF SEE SYSTEM NOTES SHEET A0.1 COPPER FLASHING, GUTTERS, AND DOWNSPOUTS OVERHANGS ARE 2'-0" FROM FACE OF FRAMING TYP. U.N.O. CHIMNEY CAP - 6" SANDSTONE CAP ROOF BEAMS - ROUGH SAWN TIMBER TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A232 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 3 Upper and Roof Plans Avon, CO 81620Owner Rev-07/14/21 No Description Date 1/8" = 1'-0"A232 1 BUILDING 3 - UPPER LIVING 1/8" = 1'-0"A232 2 BUILDING 3 - ROOF PLAN BUILDING NORTH T R U E EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT L L L L L L L L L L L L L L L L L L L L R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 X-1X-2 X-2 X-2 X-3 X-3 X-3X-3 X-1 X-1 X-2 X-2 X-3X-3X-3 X-2 X-2 X-1 X-2X-1 X-2X-2 X-3 X-3 R-2 R-2 R-2 R-2 X-3X-3X-3 X-1 LOWER GARAGE 0'-0" (7513.8) MIDDLE BEDS 11'-0" (7524.8) UPPER LIVING 21'-0 (7534.8) T.O. ROOF 36'-6" (7550.3) LOWER GARAGE 0'-0" (7511.9) MIDDLE BEDS 11'-0" (7522.9) UPPER LIVING 21'-0 (7532.9) T.O. ROOF 36'-6" (7548.4) EXISTING GRADE PROPOSED GRADE R-1R-1 EXISTING GRADE MAX BUILDING HEIGHT LOWER GARAGE 0'-0" (7513.8) MIDDLE BEDS 11'-0" (7524.8) UPPER LIVING 21'-0 (7534.8) T.O. ROOF 36'-6" (7550.3) LOWER GARAGE 0'-0" (7511.9) MIDDLE BEDS 11'-0" (7522.9) UPPER LIVING 21'-0 (7532.9) T.O. ROOF 36'-6" (7548.4) L L L L X-2 R-1 R-1 R-1 R-1 R-1 X-2X-1 X-3 X-1 X-3 X-3 X-1X-1 X-3 R-2 R-2 R-2 R-2 X-1X-1 X-1X-1X-1 X-1X-1 X-1 EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT L LL R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 X-2 X-3 X-3 X-3X-3X-3X-3X-3 X-1 X-1 X-1 X-1 X-1 LOWER GARAGE 0'-0" (7513.8) MIDDLE BEDS 11'-0" (7524.8) UPPER LIVING 21'-0 (7534.8) T.O. ROOF 36'-6" (7550.3) EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT LLLLL L L L L X-2 X-2 X-2 X-3 X-3 X-1 X-1 X-3 X-3 X-3 X-3 X-3 R-1R-1R-1 R-1 R-1 R-1 R-1 R-1 R-1 X-1X-1 X-1X-1 X-1 LOWER GARAGE 0'-0" (7511.9) MIDDLE BEDS 11'-0" (7522.9) UPPER LIVING 21'-0 (7532.9) T.O. ROOF 36'-6" (7548.4) L 1/8"=1'-0" BAR SCALE EXTERIOR MATERIAL LEGEND: X-1 DAVINCI SYNTHETIC SHAKES X-2 1X10 WOOD LAP SIDING X-3 NEW DRY STACK BROWN MOSSROCK R-1 DAVINCI SYNTHETIC SHAKES, R-2 BERRIDGE TEE-PANEL STANDING SEAM METAL ROOF, BERRIDGE DARK BRONZE KYNAR 500 CORNER TRIM - 3X6 AND 3X8 RS WD FASCIA 2X8 RS WD OVER 2X8 RS WD COIL COATED METAL FLASHING, GUTTERS AND DOWNSPOUTS RS WD TIMBERS 6X10 RS WD HEADERS IN STONE WALLS 3X8 RS WD HEADERS IN WOOD WALLS 3X4 RS WD WINDOW TRIM IN WOOD EXTERIOR ELEVATION GENERAL NOTES: 1. EXTERIOR FINISHES INDICATED ON ELEVATIONS SEE "EXTERIOR MATERIAL LEGEND" FOR MATERIALS. 2. RFERENCE ROOF PLAN FOR LOCATIONS OF ROOF COMPONENETS NOT INDICATED ON EXTERIOR ELEVATIONS. 3. REFER TO MEP AND STRUCTURAL DRAWINGS FOR ANY ADDITIONAL WORK. 4. ASSUME ALL PAINTED SURFACES WILL BE REPAINTED. THIS INCLUDES BUT IS NOT LIMITED TO: DOORS, DOOR FRAMES, WINDOW FRAMES, AND HEADERS, CEILINGS, HANDRAILS, EXPOSED MECHANICAL, CMU ACCENTS, SOFFITS, STRUCTURAL BEAMS, AND ETC. 5. PROVIDE ALLOWANCE TO SEAL AND CAULK VARIOUS WALL PENERTRATIONS ANS HOLES AROUND EXTERIOR PERIMETER OF BUIDLING, SIMILAR AREAS SUCH AS HOSE BIBS, PIPES, ETC. 6. PROVIDE ALLOWANCE TO REVIEW ALL EXPOSED ELECTRICAL CONDUIT TO DETERMINE FEASIBILITY TO REMOVE OR RELOCATE. INCLUDE IN ALLOWANCE LABOR AND MATERIALS TO REMOVE OR RELOCATE. 7. SEE CIVIL PLANS FOR NOTE TO RESEAL ALL HORIZONTAL CONCRETE AND ASPHALT JOINTS AT BUILDING. 8. WHEN A PORTION OF A WALL IS PAINTED ASSUME THE ENTIRE WALL IS PAINTED TO INSIDE OR OUTSIDE CORNERS. 9. DO NOT SCALE DRAWINGS. 10. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS NOTED OTHERWISE. TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A233 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 3 Exterior ElevationsAvon, CO 81620Owner Rev-07/14/21 No Description Date 1/8" = 1'-0"A233 1 BUILDING 3 NORTH 1/8" = 1'-0"A233 2 BUILDING 3 - SOUTH 1/8" = 1'-0"A233 3 BUILDING 3 EAST 1/8" = 1'-0"A233 4 BUILDING 3 WEST A233 5 BUILDING 3 - FRONT APPROACH A233 6 BUILDING 3 - REAR VIEW A243 1 A243 2 A243 3 A243 4 LOWER LEVEL 100'-0" (7511.7') LOWER LEVEL 100'-0" (7512.0') LOWER LEVEL 100'-0" (7512.8') LOWER LEVEL 100'-0" (7513.5') 3' - 0" LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE ROOF ABOVE ROOF ABOVE DECK ABOVE DECK ABOVE DECK ABOVE DECK ABOVE 2-CAR GARAGE 127 1-CAR GARAGE 128 MECHANICAL 129 FAMILY ROOM 130 ENTRY 131 BATH 132 BB B +9'+9' +9' ELEVATOR OPTION UP 2-CAR GARAGE 127 1-CAR GARAGE 128 MECHANICAL 129 FAMILY ROOM 130 ENTRY 131 BATH 132 B B B +9'+9' +9' ELEVATOR OPTION UP ENTRY 105 UP 2 CAR GARAGE 123 MECHANICAL 124 STORAGE 125 B B B +9' +9' +9' ELEVATOR OPTION ENTRY 105 UP 2 CAR GARAGE 123 MECHANICAL 124 STORAGE 125 B B B +9' +9' +9' ELEVATOR OPTION A243 1 A243 2 A243 3 A243 4 MIDDLE BEDS 111'-0" (7522.7') MIDDLE BEDS 111'-0" (7523.0') MIDDLE BEDS 111'-0" (7523.8') MIDDLE BEDS 111'-0" (7524.5') ROOF ABOVE ROOF ABOVE ROOF BELOW ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF BELOWDECK ABOVE DECK ABOVE DECK ABOVE DECK ABOVE MASTER BATH 108 MASTER CLOSET 109 MASTER BED 110 BEDROOM 111 LAUNDRY 112 BATH 113 BATH 114 BEDROOM 115 BEDROOM 116 B+9' ELEVATOR OPTION UP DN MASTER BATH 108 MASTER CLOSET 109 MASTER BED 110 BEDROOM 111 LAUNDRY 112 BATH 113 BATH 114 BEDROOM 115 BEDROOM 116 B+9' ELEVATOR OPTION UPDN MASTER BED 108 MASTER CLOSET 107 LAUNDRY 109 BEDROOM 111 BEDROOM 113 MASTER BATH 106 BATH 112 BATH 120 DN UP B+9' ELEVATOR OPTION MASTER BED 108 MASTER CLOSET 107 LAUNDRY 109 BEDROOM 111 BEDROOM 113 MASTER BATH 106 BATH 112 BATH 120 DN UP B+9' ELEVATOR OPTION 1/8"=1'-0" BAR SCALE CLOSET NOTES: SINGLE HANGING: DESIGNATED BY SINGLE DASHED LINE IN CLOSETS TO BE: 16" SHELF @ 7'-0" AFF, 16" SHELF & ROD @ 5'-6" AFF. DOUBLE HANGING: DESIGNATED BY DOUBLE DASHED LINE IN CLOSETS TO BE: 16" SHELF & ROD @ 7'-0" AFF, 12" SHELF & ROD @ 3'-6" AFF. SHELVES @ WALK-IN CLOSETS: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, SHELF WIDTH TO BE CLOSET WIDTH, LESS 4'-0" OR AS OTHERWISE INDICATED. LINEN SHELVES: 6 SHELVES, WIDTH AS NOTED, @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. STORAGE SHELVES: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. GENERAL CLOSET NOTES: 1. ALL SHELVES & VERTICAL DIVIDERS TO BE AC PLYWOOD WITH 1x2 EDGE. SPECIES TO BE SPECIFIED BY DEVELOPER. 2. CLEATS TO BE 1x2 CLEAR PINE. 3. PROVIDE ROD SUPPORTS @ 36" OC MAX. 4. ALL TO BE STAINED TO MATCH CASE & BASE. 2 3 4 1 5 FLOOR PLAN GENERAL NOTES: 1. PATCH EXISTING CONSTRUCTION SCHEDULED TO REMAIN. REPAIRED SURFACES TO BE FLUSH WITH ADJACENT FINISH SURFACES. TO SAME QUALITY AS NEW CONSTRUCTION PRIOR TO INSTALLING NEW FINISHES. REFER TO THE FINISH MANUFACTURER'S GUIDELINES FOR INSTALLATION. 2. PATCH EXISTING FIRE-RATED WALLS, FLOOR CEILINGS, ETC. SO AS TO MAINTAIN THE FIRE- RADIATING. ADD FIRE-SMOKE DAMPERS WHERE NEW DUCTS CROSS. ADD FIRE STOP AT ALL 3. PATCH WALLS AT REMOVED RECEPTACLE OPENINGS SO AS TO RECEIVE SUBSEQUENT WORK. 4. PATCH AND LEVEL FLOOR SUBSTRATES TO RECEIVE NEW WORK AS SCHEDULED. 5. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTING. 6. DO NOT SCALE DRAWINGS. 7. IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETE SURFACE WITHIN 18" RADIUS AT 1/4" PER FOOT TOWARD FLOOR DRAIN, UNLESS OTHERWISE INDICATED. 8. ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANS OUTSIDE THE BUILDING RELATE TO USGS ELEVATIONS. ALL SPOT ELEVATIONS INSIDE THE BUILDING REFER TO BUILDING REFERENCE ELEVATIONS. NOTIFY ARCHITECT IMMEDIATELY SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE DRAWINGS. 9. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS OTHERWISE NOTED. 10. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. 11. ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINAL DIMENSIONS, UNLESS NOTED AS ACTUAL. 12. "TB" NEW CORK TACKBOARDS OR "MB" NEW MARKERBOARDS 13. PROVIDE EXIT DOOR NUMBERS PER DOOR SIGNAGE SHEET AT ALL EXIT DOORS. TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A241 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 4 Lower and Middle Level Plans Avon, CO 81620Owner Rev-07/14/21 No Description Date 1/8" = 1'-0"A241 1 BUILDING 4 - LOWER GARAGE 1/8" = 1'-0"A241 2 BUILDING 4 - MIDDLE BEDS BUILDING NORTH T R U E REFDW DW REFDWDW DWREF DWREF A243 1 A243 2 A243 3 A243 4 UPPER LIVING 122'-0" (7533.7') UPPER LIVING 122'-0" (7534.0') UPPER LIVING 122'-0" (7534.8') UPPER LIVING 122'-0" (7535.5')21' - 9 3/4"ROOF ABOVE ROOF BELOW ROOF ABOVEROOF BELOW ROOF ABOVE ROOF BELOWROOF BELOW ROOF BELOWROOF BELOW POWDER 118 LIVING ROOM 120 OFFICE 121 KITCHEN 119 DINING ROOM 122 FP B+9'B+9' ELEVATOR OPTION DN POWDER 118 LIVING ROOM 120 OFFICE 121 KITCHEN 119 DINING ROOM 122 FP B+9'B+9' ELEVATOR OPTION DN KITCHEN 117 DINING 118 OFFICE 114 POWDER 115 LIVING 119 FP DN B+9' ELEVATOR OPTION KITCHEN 117 DINING 118 OFFICE 114 POWDER 115 LIVING 119 FP DN B+9' ELEVATOR OPTION A243 1 A243 2 A243 3 A243 4 ROOF PLAN 136'-6" (7548.2') ROOF PLAN 136'-6" (7548.5') ROOF PLAN 136'-6" (7549.3') ROOF PLAN 136'-6" (7550.0') 8" / 1'-0"8" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0" 8" / 1'-0"8" / 1'-0"8" / 1'-0" 6" / 1'-0"6" / 1'-0" 8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0" 8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1'-0" 6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0" R-1 R-1 R-1R-1 R-1 R-1R-1 R-1 R-1R-1R-1 R-1 R-1R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-18" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"R-1 R-1 R-1 R-1 R-1 1/8"=1'-0" BAR SCALE CLOSET NOTES: SINGLE HANGING: DESIGNATED BY SINGLE DASHED LINE IN CLOSETS TO BE: 16" SHELF @ 7'-0" AFF, 16" SHELF & ROD @ 5'-6" AFF. DOUBLE HANGING: DESIGNATED BY DOUBLE DASHED LINE IN CLOSETS TO BE: 16" SHELF & ROD @ 7'-0" AFF, 12" SHELF & ROD @ 3'-6" AFF. SHELVES @ WALK-IN CLOSETS: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, SHELF WIDTH TO BE CLOSET WIDTH, LESS 4'-0" OR AS OTHERWISE INDICATED. LINEN SHELVES: 6 SHELVES, WIDTH AS NOTED, @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. STORAGE SHELVES: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. GENERAL CLOSET NOTES: 1. ALL SHELVES & VERTICAL DIVIDERS TO BE AC PLYWOOD WITH 1x2 EDGE. SPECIES TO BE SPECIFIED BY DEVELOPER. 2. CLEATS TO BE 1x2 CLEAR PINE. 3. PROVIDE ROD SUPPORTS @ 36" OC MAX. 4. ALL TO BE STAINED TO MATCH CASE & BASE. 2 3 4 1 5 FLOOR PLAN GENERAL NOTES: 1. PATCH EXISTING CONSTRUCTION SCHEDULED TO REMAIN. REPAIRED SURFACES TO BE FLUSH WITH ADJACENT FINISH SURFACES. TO SAME QUALITY AS NEW CONSTRUCTION PRIOR TO INSTALLING NEW FINISHES. REFER TO THE FINISH MANUFACTURER'S GUIDELINES FOR INSTALLATION. 2. PATCH EXISTING FIRE-RATED WALLS, FLOOR CEILINGS, ETC. SO AS TO MAINTAIN THE FIRE- RADIATING. ADD FIRE-SMOKE DAMPERS WHERE NEW DUCTS CROSS. ADD FIRE STOP AT ALL 3. PATCH WALLS AT REMOVED RECEPTACLE OPENINGS SO AS TO RECEIVE SUBSEQUENT WORK. 4. PATCH AND LEVEL FLOOR SUBSTRATES TO RECEIVE NEW WORK AS SCHEDULED. 5. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTING. 6. DO NOT SCALE DRAWINGS. 7. IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETE SURFACE WITHIN 18" RADIUS AT 1/4" PER FOOT TOWARD FLOOR DRAIN, UNLESS OTHERWISE INDICATED. 8. ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANS OUTSIDE THE BUILDING RELATE TO USGS ELEVATIONS. ALL SPOT ELEVATIONS INSIDE THE BUILDING REFER TO BUILDING REFERENCE ELEVATIONS. NOTIFY ARCHITECT IMMEDIATELY SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE DRAWINGS. 9. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS OTHERWISE NOTED. 10. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. 11. ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINAL DIMENSIONS, UNLESS NOTED AS ACTUAL. 12. "TB" NEW CORK TACKBOARDS OR "MB" NEW MARKERBOARDS 13. PROVIDE EXIT DOOR NUMBERS PER DOOR SIGNAGE SHEET AT ALL EXIT DOORS. ROOF FINISH LEGEND NOTES: 1. HATCHED AREAS INDICATE OVERBUILT ROOF & CRICKETS, RE: STRUCTURAL 2. ALL GUTTERS & DOWNSPOUTS TO RECEIVE HEAT TAPE FOR ENTIRE LENGTH, RE: DIAGRAM ON ELECTRICAL PLANS 3. T.O. RIDGE ELEVATIONS GIVEN AT TOP OF ROOF SHEATHING 4. CONTRACTOR TO VERIFY CHIMNEY DIMENSIONS WITH FIREPLACE MANUFACTURERS' REQUIREMENTS R-1 TAMKO ASPHALT SHINGLES, HERITAGE PREMIUM, COLOR: NATURAL TIMBER R-2 COPPER STANDING SEAM ROOF SEE SYSTEM NOTES SHEET A0.1 COPPER FLASHING, GUTTERS, AND DOWNSPOUTS OVERHANGS ARE 2'-0" FROM FACE OF FRAMING TYP. U.N.O. CHIMNEY CAP - 6" SANDSTONE CAP ROOF BEAMS - ROUGH SAWN TIMBER TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A242 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 4 Upper and Roof Plans Avon, CO 81620Owner Rev-07/14/21 No Description Date 1/8" = 1'-0"A242 1 BUILDING 4 - UPPER LIVING 1/8" = 1'-0"A242 2 BUILDING 4 - ROOF PLAN BUILDING NORTH T R U E LOWER GARAGE 0'-0" (7511.7) MIDDLE BEDS 11'-0" (7522.7) UPPER LIVING 22'-0 (7533.7) T.O. ROOF 36'-6" (7548.2) EXISTING GRADE PROPOSED GRADE LOWER GARAGE 0'-0" (7513.5) MIDDLE BEDS 11'-0" (7524.5) UPPER LIVING 22'-0 (7535.5) T.O. ROOF 36'-6" (7550.0) EXISTING GRADE MAX BUILDING HEIGHT LOWER GARAGE 0'-0" (7513.5) MIDDLE BEDS 11'-0" (7524.5) UPPER LIVING 22'-0 (7535.5) T.O. ROOF 36'-6" (7550.0) LOWER GARAGE 0'-0" (7511.7) MIDDLE BEDS 11'-0" (7522.7) UPPER LIVING 22'-0 (7533.7) T.O. ROOF 36'-6" (7548.2) EXISTING GRADE MAX BUILDING HEIGHT LOWER GARAGE 0'-0" (7511.7) MIDDLE BEDS 11'-0" (7522.7) UPPER LIVING 22'-0 (7533.7) T.O. ROOF 36'-6" (7548.2) EXISTING GRADE MAX BUILDING HEIGHT LOWER GARAGE 0'-0" (7513.5) MIDDLE BEDS 11'-0" (7524.5) UPPER LIVING 22'-0 (7535.5) T.O. ROOF 36'-6" (7550.0) EXISTING GRADE MAX BUILDING HEIGHT 1/8"=1'-0" BAR SCALE EXTERIOR MATERIAL LEGEND: X-1 DAVINCI SYNTHETIC SHAKES X-2 1X10 WOOD LAP SIDING X-3 NEW DRY STACK BROWN MOSSROCK R-1 DAVINCI SYNTHETIC SHAKES, R-2 BERRIDGE TEE-PANEL STANDING SEAM METAL ROOF, BERRIDGE DARK BRONZE KYNAR 500 CORNER TRIM - 3X6 AND 3X8 RS WD FASCIA 2X8 RS WD OVER 2X8 RS WD COIL COATED METAL FLASHING, GUTTERS AND DOWNSPOUTS RS WD TIMBERS 6X10 RS WD HEADERS IN STONE WALLS 3X8 RS WD HEADERS IN WOOD WALLS 3X4 RS WD WINDOW TRIM IN WOOD EXTERIOR ELEVATION GENERAL NOTES: 1. EXTERIOR FINISHES INDICATED ON ELEVATIONS SEE "EXTERIOR MATERIAL LEGEND" FOR MATERIALS. 2. RFERENCE ROOF PLAN FOR LOCATIONS OF ROOF COMPONENETS NOT INDICATED ON EXTERIOR ELEVATIONS. 3. REFER TO MEP AND STRUCTURAL DRAWINGS FOR ANY ADDITIONAL WORK. 4. ASSUME ALL PAINTED SURFACES WILL BE REPAINTED. THIS INCLUDES BUT IS NOT LIMITED TO: DOORS, DOOR FRAMES, WINDOW FRAMES, AND HEADERS, CEILINGS, HANDRAILS, EXPOSED MECHANICAL, CMU ACCENTS, SOFFITS, STRUCTURAL BEAMS, AND ETC. 5. PROVIDE ALLOWANCE TO SEAL AND CAULK VARIOUS WALL PENERTRATIONS ANS HOLES AROUND EXTERIOR PERIMETER OF BUIDLING, SIMILAR AREAS SUCH AS HOSE BIBS, PIPES, ETC. 6. PROVIDE ALLOWANCE TO REVIEW ALL EXPOSED ELECTRICAL CONDUIT TO DETERMINE FEASIBILITY TO REMOVE OR RELOCATE. INCLUDE IN ALLOWANCE LABOR AND MATERIALS TO REMOVE OR RELOCATE. 7. SEE CIVIL PLANS FOR NOTE TO RESEAL ALL HORIZONTAL CONCRETE AND ASPHALT JOINTS AT BUILDING. 8. WHEN A PORTION OF A WALL IS PAINTED ASSUME THE ENTIRE WALL IS PAINTED TO INSIDE OR OUTSIDE CORNERS. 9. DO NOT SCALE DRAWINGS. 10. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS NOTED OTHERWISE. TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A243 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 4 Exterior ElevationsAvon, CO 81620Owner Rev-07/14/21 No Description Date 1/8" = 1'-0"A243 1 BUILDING 4 - NORTH 1/8" = 1'-0"A243 2 BUILDING 4 - SOUTH 1/8" = 1'-0"A243 3 BUILDING 4 - WEST 1/8" = 1'-0"A243 4 BUILDING 4 - EAST A243 5 BUILDING 4 - FRONT APROACH A243 6 BUILDING 4 - REAR VIEW A254 1 A254 3 A2 5 4 2 A 2532A2 5 3 3 LOWER LEVEL 100'-0" (7513.2') LOWER LEVEL 100'-0" (7513.2') LOWER LEVEL 100'-0" (7513.2') LOWER LEVEL 100'-0" (7513.2')1' - 6"ROOF ABOVE LEVEL ABOVE R O O F A B O V E ROOF ABOVE R O O F A B O V E LEVEL ABOVE LE V E L A B O V E LE V E L A B O V E LE V E L A B O V E D E C K A B O V E D E C K A B O V E DECK ABOVE DECK ABOVE 2-CAR GARAGE 102 1-CAR GARAGE 103 MECHANICAL 105 FAMILY ROOM 106 ENTRY 107 BATH 104 B B B+9' +9'+9' ELEVATOR OPTION UP 2 CAR GARAGE 102 MECHANICAL 103 STORAGE 104 ENTRY 105 U P B B B +9'+9'+9'E LE V A T O R O P T IO N 2-CAR GARAGE 102 1-CAR GARAGE 103 MECHANICAL 105 FAMILY ROOM 106 ENTRY 107 BATH 104 B B B +9'+9'+9'E LE V A T O R O P T IO N U P 2-CAR GARAGE 102 1-CAR GARAGE 103 MECHANICAL 105 FAMILY ROOM 106 ENTRY 107 BATH 104 BB B+9' +9'+9' ELEVATOR OPTION UP A254 1 A253 1 A254 3 A2 5 4 2 A 2532A2 5 3 3 MIDDLE BEDS 111'-0" (7524.2') MIDDLE BEDS 111'-0" (7524.2') MIDDLE BEDS 111'-0" (7524.2') MIDDLE BEDS 111'-0" (7524.2') ROOF BELOW ROOF BELOW R O O F B E L O W R O O F B E L O W R O O F A B O V E D E C K A B O V E D E C K A B O V E DECK ABOVE DECK ABOVE MASTER BATH 108 MASTER CLOSET 109 MASTER BED 110 BEDROOM 111 LAUNDRY 112 BATH 113 BATH 114 BEDROOM 115 BEDROOM 116 B+9' ELEVATOR OPTION DN UP MASTER BED 108 MASTER CLOSET 107 LAUNDRY 109 BEDROOM 111 BEDROOM 113 MASTER BATH 106 BATH 112BATH 120 D N U P B +9'E LE V A T O R O P T IO N MASTER BATH 108 MASTER CLOSET 109 MASTER BED 110 BEDROOM 111 LAUNDRY 112 BATH 113 BATH 114 BEDROOM 115 BEDROOM 116 B+9'E LE V A T O R O P T IO N D N U P MASTER BATH 108 MASTER CLOSET 109 MASTER BED 110 BEDROOM 111 LAUNDRY 112 BATH 113 BATH 114 BEDROOM 115 BEDROOM 116 B+9' ELEVATOR OPTION DNUP 1/8"=1'-0" BAR SCALE CLOSET NOTES: SINGLE HANGING: DESIGNATED BY SINGLE DASHED LINE IN CLOSETS TO BE: 16" SHELF @ 7'-0" AFF, 16" SHELF & ROD @ 5'-6" AFF. DOUBLE HANGING: DESIGNATED BY DOUBLE DASHED LINE IN CLOSETS TO BE: 16" SHELF & ROD @ 7'-0" AFF, 12" SHELF & ROD @ 3'-6" AFF. SHELVES @ WALK-IN CLOSETS: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, SHELF WIDTH TO BE CLOSET WIDTH, LESS 4'-0" OR AS OTHERWISE INDICATED. LINEN SHELVES: 6 SHELVES, WIDTH AS NOTED, @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. STORAGE SHELVES: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. GENERAL CLOSET NOTES: 1. ALL SHELVES & VERTICAL DIVIDERS TO BE AC PLYWOOD WITH 1x2 EDGE. SPECIES TO BE SPECIFIED BY DEVELOPER. 2. CLEATS TO BE 1x2 CLEAR PINE. 3. PROVIDE ROD SUPPORTS @ 36" OC MAX. 4. ALL TO BE STAINED TO MATCH CASE & BASE. 2 3 4 1 5 FLOOR PLAN GENERAL NOTES: 1. PATCH EXISTING CONSTRUCTION SCHEDULED TO REMAIN. REPAIRED SURFACES TO BE FLUSH WITH ADJACENT FINISH SURFACES. TO SAME QUALITY AS NEW CONSTRUCTION PRIOR TO INSTALLING NEW FINISHES. REFER TO THE FINISH MANUFACTURER'S GUIDELINES FOR INSTALLATION. 2. PATCH EXISTING FIRE-RATED WALLS, FLOOR CEILINGS, ETC. SO AS TO MAINTAIN THE FIRE- RADIATING. ADD FIRE-SMOKE DAMPERS WHERE NEW DUCTS CROSS. ADD FIRE STOP AT ALL 3. PATCH WALLS AT REMOVED RECEPTACLE OPENINGS SO AS TO RECEIVE SUBSEQUENT WORK. 4. PATCH AND LEVEL FLOOR SUBSTRATES TO RECEIVE NEW WORK AS SCHEDULED. 5. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTING. 6. DO NOT SCALE DRAWINGS. 7. IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETE SURFACE WITHIN 18" RADIUS AT 1/4" PER FOOT TOWARD FLOOR DRAIN, UNLESS OTHERWISE INDICATED. 8. ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANS OUTSIDE THE BUILDING RELATE TO USGS ELEVATIONS. ALL SPOT ELEVATIONS INSIDE THE BUILDING REFER TO BUILDING REFERENCE ELEVATIONS. NOTIFY ARCHITECT IMMEDIATELY SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE DRAWINGS. 9. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS OTHERWISE NOTED. 10. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. 11. ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINAL DIMENSIONS, UNLESS NOTED AS ACTUAL. 12. "TB" NEW CORK TACKBOARDS OR "MB" NEW MARKERBOARDS 13. PROVIDE EXIT DOOR NUMBERS PER DOOR SIGNAGE SHEET AT ALL EXIT DOORS. TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A251 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 5 Lower and Middle Level Plans Avon, CO 81620Owner Rev-07/14/21 No Description Date 1/8" = 1'-0"A251 1 BUILDING 5 - LOWER GARAGE 1/8" = 1'-0"A251 2 BUILDING 5 - MIDDLE BEDS BUILDING NORTH TRUE REFDW DW D WREF REFD W D W REFDWDW A254 1 A253 1 A254 3 A2 5 4 2 A 2532A2 5 3 3 UPPER LIVING 122'-0" (7535.2') UPPER LIVING 122'-0" (7535.2') UPPER LIVING 122'-0" (7535.2') UPPER LIVING 122'-0" (7535.2')22' - 7 1/2"ROOF BELOW R O O F B E LO W ROOF ABOVE ROOF ABOVE ROOF BELOW ROOF ABOVE R O O F A B O V E R O O F A B O V E R O O F B E LO W R O O F B E LO W R O O F A B O V E R O O F A B O V E POWDER 118 LIVING ROOM 120 OFFICE 121 KITCHEN 119 DINING ROOM 122 FP B+9'B+9' ELEVATOR OPTION DN KITCHEN 117 DINING 118 OFFICE 114 POWDER 115 LIVING 119 F P D N B +9'E LE V A T O R O P T IO N POWDER 118 LIVING ROOM 120 OFFICE 121 KITCHEN 119 DINING ROOM 122 F P B +9'B+9'E LE V A T O R O P T IO N D N POWDER 118 LIVING ROOM 120 OFFICE 121 KITCHEN 119 DINING ROOM 122 FP B+9'B+9' ELEVATOR OPTION DN A254 1 A253 1 A254 3 A2 5 4 2 A 2532A2 5 3 3 ROOF PLAN 136'-6" (7549.7') ROOF PLAN 136'-6" (7549.7') ROOF PLAN 136'-6" (7549.7') ROOF PLAN 136'-6" (7549.7') 8" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"4" / 1'-0"8" / 1'-0"4" / 1'-0"8" / 1'-0"8" / 1'-0" 8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0" 8" / 1'-0"8" / 1'-0"8" / 1'-0"8 " / 1 '- 0 " 8 " / 1 '- 0 " 4 " / 1 '- 0 "6" / 1'-0"6" / 1'-0"8 " / 1 '- 0 "8" / 1'-0"8 " / 1 '- 0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8 " / 1 '- 0 "8" / 1'-0"8 " / 1 '- 0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8 " / 1 '- 0 "R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1R-1 R-1 R-1R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 6" / 1'-0"6" / 1'-0"1/8"=1'-0" BAR SCALE CLOSET NOTES: SINGLE HANGING: DESIGNATED BY SINGLE DASHED LINE IN CLOSETS TO BE: 16" SHELF @ 7'-0" AFF, 16" SHELF & ROD @ 5'-6" AFF. DOUBLE HANGING: DESIGNATED BY DOUBLE DASHED LINE IN CLOSETS TO BE: 16" SHELF & ROD @ 7'-0" AFF, 12" SHELF & ROD @ 3'-6" AFF. SHELVES @ WALK-IN CLOSETS: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, SHELF WIDTH TO BE CLOSET WIDTH, LESS 4'-0" OR AS OTHERWISE INDICATED. LINEN SHELVES: 6 SHELVES, WIDTH AS NOTED, @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. STORAGE SHELVES: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. GENERAL CLOSET NOTES: 1. ALL SHELVES & VERTICAL DIVIDERS TO BE AC PLYWOOD WITH 1x2 EDGE. SPECIES TO BE SPECIFIED BY DEVELOPER. 2. CLEATS TO BE 1x2 CLEAR PINE. 3. PROVIDE ROD SUPPORTS @ 36" OC MAX. 4. ALL TO BE STAINED TO MATCH CASE & BASE. 2 3 4 1 5 FLOOR PLAN GENERAL NOTES: 1. PATCH EXISTING CONSTRUCTION SCHEDULED TO REMAIN. REPAIRED SURFACES TO BE FLUSH WITH ADJACENT FINISH SURFACES. TO SAME QUALITY AS NEW CONSTRUCTION PRIOR TO INSTALLING NEW FINISHES. REFER TO THE FINISH MANUFACTURER'S GUIDELINES FOR INSTALLATION. 2. PATCH EXISTING FIRE-RATED WALLS, FLOOR CEILINGS, ETC. SO AS TO MAINTAIN THE FIRE- RADIATING. ADD FIRE-SMOKE DAMPERS WHERE NEW DUCTS CROSS. ADD FIRE STOP AT ALL 3. PATCH WALLS AT REMOVED RECEPTACLE OPENINGS SO AS TO RECEIVE SUBSEQUENT WORK. 4. PATCH AND LEVEL FLOOR SUBSTRATES TO RECEIVE NEW WORK AS SCHEDULED. 5. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTING. 6. DO NOT SCALE DRAWINGS. 7. IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETE SURFACE WITHIN 18" RADIUS AT 1/4" PER FOOT TOWARD FLOOR DRAIN, UNLESS OTHERWISE INDICATED. 8. ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANS OUTSIDE THE BUILDING RELATE TO USGS ELEVATIONS. ALL SPOT ELEVATIONS INSIDE THE BUILDING REFER TO BUILDING REFERENCE ELEVATIONS. NOTIFY ARCHITECT IMMEDIATELY SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE DRAWINGS. 9. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS OTHERWISE NOTED. 10. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. 11. ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINAL DIMENSIONS, UNLESS NOTED AS ACTUAL. 12. "TB" NEW CORK TACKBOARDS OR "MB" NEW MARKERBOARDS 13. PROVIDE EXIT DOOR NUMBERS PER DOOR SIGNAGE SHEET AT ALL EXIT DOORS. ROOF FINISH LEGEND NOTES: 1. HATCHED AREAS INDICATE OVERBUILT ROOF & CRICKETS, RE: STRUCTURAL 2. ALL GUTTERS & DOWNSPOUTS TO RECEIVE HEAT TAPE FOR ENTIRE LENGTH, RE: DIAGRAM ON ELECTRICAL PLANS 3. T.O. RIDGE ELEVATIONS GIVEN AT TOP OF ROOF SHEATHING 4. CONTRACTOR TO VERIFY CHIMNEY DIMENSIONS WITH FIREPLACE MANUFACTURERS' REQUIREMENTS R-1 TAMKO ASPHALT SHINGLES, HERITAGE PREMIUM, COLOR: NATURAL TIMBER R-2 COPPER STANDING SEAM ROOF SEE SYSTEM NOTES SHEET A0.1 COPPER FLASHING, GUTTERS, AND DOWNSPOUTS OVERHANGS ARE 2'-0" FROM FACE OF FRAMING TYP. U.N.O. CHIMNEY CAP - 6" SANDSTONE CAP ROOF BEAMS - ROUGH SAWN TIMBER TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A252 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 5 Upper and Roof Plans Avon, CO 81620Owner Rev-07/14/21 No Description Date 1/8" = 1'-0"A252 1 BUILDING 5 - UPPER LIVING 1/8" = 1'-0"A252 2 BUILDING 5 - ROOF PLAN BUILDING NORTH TRUE LOWER GARAGE 0'-0" (7513.2) MIDDLE BEDS 11'-0" (7524.2) UPPER LIVING 22'-0 (7535.2) T.O. ROOF 36'-6" (7549.7) R-1R-1 EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT L L LL L L X-1 X-2 X-2 X-1 X-2 X-2 R-2 R-1 R-1 R-1 R-1 X-2 X-3 X-3X-3 R-28" / 1'-0"6 " / 1 '-0 "6" / 1'-0"4" / 1'-0"6 " / 1 '-0 " 6" / 1'-0"8" / 1'-0"8" / 1'-0" 1 0" / 1'-0"10" / 1'-0"10" / 1'-0"1 0" / 1'-0" LOWER GARAGE 0'-0" (7513.2) MIDDLE BEDS 11'-0" (7524.2) UPPER LIVING 22'-0 (7535.2) T.O. ROOF 36'-6" (7549.7) EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT R-1 R-1 EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT LOWER -GARAGE 100' -0" MIDDLE -BEDS 111' -0" UPPER -LIVING 121' -0" PARAPET 133' -6" ROOF PLAN 136' -6" X-1 X-1X-1X-2 R-1 X-3 X-3 X-3 X-3 X-2 R-1 R-1 X-2 X-2 X-2 R-1 R-2 R-2 8 " / 1 '-0 "8" / 1'-0"6 " / 1 '-0 "6" / 1'-0"4" / 1'-0"6 " / 1 '-0 "6" / 1'-0"8" / 1'-0"10" / 1'-0"1 0" / 1'-0"10" / 1'-0"1 0" / 1'-0" 1/8"=1'-0" BAR SCALE EXTERIOR MATERIAL LEGEND: X-1 DAVINCI SYNTHETIC SHAKES X-2 1X10 WOOD LAP SIDING X-3 NEW DRY STACK BROWN MOSSROCK R-1 DAVINCI SYNTHETIC SHAKES, R-2 BERRIDGE TEE-PANEL STANDING SEAM METAL ROOF, BERRIDGE DARK BRONZE KYNAR 500 CORNER TRIM - 3X6 AND 3X8 RS WD FASCIA 2X8 RS WD OVER 2X8 RS WD COIL COATED METAL FLASHING, GUTTERS AND DOWNSPOUTS RS WD TIMBERS 6X10 RS WD HEADERS IN STONE WALLS 3X8 RS WD HEADERS IN WOOD WALLS 3X4 RS WD WINDOW TRIM IN WOOD EXTERIOR ELEVATION GENERAL NOTES: 1. EXTERIOR FINISHES INDICATED ON ELEVATIONS SEE "EXTERIOR MATERIAL LEGEND" FOR MATERIALS. 2. RFERENCE ROOF PLAN FOR LOCATIONS OF ROOF COMPONENETS NOT INDICATED ON EXTERIOR ELEVATIONS. 3. REFER TO MEP AND STRUCTURAL DRAWINGS FOR ANY ADDITIONAL WORK. 4. ASSUME ALL PAINTED SURFACES WILL BE REPAINTED. THIS INCLUDES BUT IS NOT LIMITED TO: DOORS, DOOR FRAMES, WINDOW FRAMES, AND HEADERS, CEILINGS, HANDRAILS, EXPOSED MECHANICAL, CMU ACCENTS, SOFFITS, STRUCTURAL BEAMS, AND ETC. 5. PROVIDE ALLOWANCE TO SEAL AND CAULK VARIOUS WALL PENERTRATIONS ANS HOLES AROUND EXTERIOR PERIMETER OF BUIDLING, SIMILAR AREAS SUCH AS HOSE BIBS, PIPES, ETC. 6. PROVIDE ALLOWANCE TO REVIEW ALL EXPOSED ELECTRICAL CONDUIT TO DETERMINE FEASIBILITY TO REMOVE OR RELOCATE. INCLUDE IN ALLOWANCE LABOR AND MATERIALS TO REMOVE OR RELOCATE. 7. SEE CIVIL PLANS FOR NOTE TO RESEAL ALL HORIZONTAL CONCRETE AND ASPHALT JOINTS AT BUILDING. 8. WHEN A PORTION OF A WALL IS PAINTED ASSUME THE ENTIRE WALL IS PAINTED TO INSIDE OR OUTSIDE CORNERS. 9. DO NOT SCALE DRAWINGS. 10. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS NOTED OTHERWISE. TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A253 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 5 Exterior ElevationsAvon, CO 81620Owner Rev-07/14/21 No Description Date 1/8" = 1'-0"A253 1 BUILDING 5 - NORTH 1/8" = 1'-0"A253 2 BUILDING 5 - NORTH EAST 1/8" = 1'-0"A253 3 BUILDING 5 - NORTH WEST A253 4 BUILDING 5 - FRONT APPROACH A253 5 BUILDING 5 - REAR VIEW EXISTING GRADE PROPOSED GRADE R-1 EXISTING GRADE MAX BUILDING HEIGHT LOWER GARAGE 0'-0" (7513.2) MIDDLE BEDS 11'-0" (7524.2) UPPER LIVING 21'-0 (7534.2) T.O. ROOF 36'-6" (7549.7) LOWER GARAGE 0'-0" (7513.2) MIDDLE BEDS 11'-0" (7524.2) UPPER LIVING 21'-0 (7534.2) T.O. ROOF 36'-6" (7549.7) L L LL L L X-3 X-3 X-2 X-2 X-1 X-1 X-2X-2 X-2 R-1R-1R-1 X-2 R-18" / 1 '-0 "8" / 1'-0"8 " / 1 '-0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8 " / 1 '-0 "8" / 1'-0"8" / 1'-0"4 " / 1'- 0 " R-2 EXISTING GRADE PROPOSED GRADE R-1 EXISTING GRADE MAX BUILDING HEIGHT LOWER -GARAGE 100' -0" MIDDLE -BEDS 111' -0" UPPER -LIVING 121' -0" PARAPET 133' -6" ROOF PLAN 136' -6" L L L L LL X-2 X-3X-3 X-2 X-2 X-2 X-2 R-2 X-1X-1X-2 R-1 R-1 R-1 R-1 8" / 1'-0" 8" / 1'-0" 8 " / 1 '-0 "8 " / 1 '-0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8 " / 1 '-0 "8" / 1'-0"8 " / 1 '-0 "LOWER GARAGE 0'-0" (7513.2) MIDDLE BEDS 11'-0" (7524.2) UPPER LIVING 22'-0 (7535.2) T.O. ROOF 36'-6" (7549.7) EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT X-1X-1 R-1 R-1 R-1 R-1 R-1 X-1 X-2 X-3 X-3 R-1R-1 X-3 8" / 1'-0"8" / 1'-0"8" / 1'-0"8 " / 1 '-0 "6" / 1'-0"10" / 1'-0"L 1/8"=1'-0" BAR SCALE EXTERIOR MATERIAL LEGEND: X-1 DAVINCI SYNTHETIC SHAKES X-2 1X10 WOOD LAP SIDING X-3 NEW DRY STACK BROWN MOSSROCK R-1 DAVINCI SYNTHETIC SHAKES, R-2 BERRIDGE TEE-PANEL STANDING SEAM METAL ROOF, BERRIDGE DARK BRONZE KYNAR 500 CORNER TRIM - 3X6 AND 3X8 RS WD FASCIA 2X8 RS WD OVER 2X8 RS WD COIL COATED METAL FLASHING, GUTTERS AND DOWNSPOUTS RS WD TIMBERS 6X10 RS WD HEADERS IN STONE WALLS 3X8 RS WD HEADERS IN WOOD WALLS 3X4 RS WD WINDOW TRIM IN WOOD EXTERIOR ELEVATION GENERAL NOTES: 1. EXTERIOR FINISHES INDICATED ON ELEVATIONS SEE "EXTERIOR MATERIAL LEGEND" FOR MATERIALS. 2. RFERENCE ROOF PLAN FOR LOCATIONS OF ROOF COMPONENETS NOT INDICATED ON EXTERIOR ELEVATIONS. 3. REFER TO MEP AND STRUCTURAL DRAWINGS FOR ANY ADDITIONAL WORK. 4. ASSUME ALL PAINTED SURFACES WILL BE REPAINTED. THIS INCLUDES BUT IS NOT LIMITED TO: DOORS, DOOR FRAMES, WINDOW FRAMES, AND HEADERS, CEILINGS, HANDRAILS, EXPOSED MECHANICAL, CMU ACCENTS, SOFFITS, STRUCTURAL BEAMS, AND ETC. 5. PROVIDE ALLOWANCE TO SEAL AND CAULK VARIOUS WALL PENERTRATIONS ANS HOLES AROUND EXTERIOR PERIMETER OF BUIDLING, SIMILAR AREAS SUCH AS HOSE BIBS, PIPES, ETC. 6. PROVIDE ALLOWANCE TO REVIEW ALL EXPOSED ELECTRICAL CONDUIT TO DETERMINE FEASIBILITY TO REMOVE OR RELOCATE. INCLUDE IN ALLOWANCE LABOR AND MATERIALS TO REMOVE OR RELOCATE. 7. SEE CIVIL PLANS FOR NOTE TO RESEAL ALL HORIZONTAL CONCRETE AND ASPHALT JOINTS AT BUILDING. 8. WHEN A PORTION OF A WALL IS PAINTED ASSUME THE ENTIRE WALL IS PAINTED TO INSIDE OR OUTSIDE CORNERS. 9. DO NOT SCALE DRAWINGS. 10. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS NOTED OTHERWISE. TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A254 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 5 Exterior ElevationsAvon, CO 81620Owner Rev-07/14/21 No Description Date 1/8" = 1'-0"A254 1 BUILDING 5 - SOUTH 1/8" = 1'-0"A254 2 BUILDING 5 - SOUTH EAST 1/8" = 1'-0"A254 3 BUILDING 5 - WEST A2631A2634A2632A2633LOWER LEVEL 100'-0" (7510.1') LOWER LEVEL 100'-0" (7509.9') LOWER LEVEL 100'-0" (7510.8') LOWER LEVEL 100'-0" (7511.5') ROOF ABOVE ROOF ABOVE LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE LEVEL ABOVEDECK ABOVE DECK ABOVE DECK ABOVE DECK ABOVE 2 CAR GARAGE 102 MECHANICAL 103 STORAGE 104 ENTRY 105 UP B B B +9' +9' +9' ELEVATOR OPTION 2-CAR GARAGE 102 1-CAR GARAGE 103 MECHANICAL 105 FAMILY ROOM 106 ENTRY 107 BATH 104 B B B+9' +9'+9' ELEVATOR OPTION UP 2-CAR GARAGE 102 1-CAR GARAGE 103 MECHANICAL 105 FAMILY ROOM 106 ENTRY 107 BATH 104 B B B+9' +9'+9' ELEVATOR OPTION UP 2-CAR GARAGE 102 1-CAR GARAGE 103 MECHANICAL 105 FAMILY ROOM 106 ENTRY 107 BATH 104 BB B+9' +9'+9' ELEVATOR OPTION UP A2631A2634A2632A2633MIDDLE BEDS 111'-0" (7521.1') MIDDLE BEDS 111'-0" (7520.9') MIDDLE BEDS 111'-0" (7521.8') MIDDLE BEDS 111'-0" (7522.5') 10" / 1'-0"10" / 1'-0" 10" / 1'-0"10" / 1'-0" 10" / 1'-0"10" / 1'-0" 10" / 1'-0"10" / 1'-0" ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW ROOF ABOVE DECK ABOVE DECK ABOVE DECK ABOVE ROOF ABOVE DECK ABOVE MASTER BED 108 MASTER CLOSET 107 LAUNDRY 109 BEDROOM 111 BEDROOM 113 MASTER BATH 106 BATH 112 BATH 120 DN UP B+9' ELEVATOR OPTION MASTER BATH 108 MASTER CLOSET 109 MASTER BED 110 BEDROOM 111 LAUNDRY 112 BATH 113 BATH 114 BEDROOM 115 BEDROOM 116 B+9' ELEVATOR OPTION DN UP MASTER BATH 108 MASTER CLOSET 109 MASTER BED 110 BEDROOM 111 LAUNDRY 112 BATH 113 BATH 114 BEDROOM 115 BEDROOM 116 B+9' ELEVATOR OPTION DN UP MASTER BATH 108 MASTER CLOSET 109 MASTER BED 110 BEDROOM 111 LAUNDRY 112 BATH 113 BATH 114 BEDROOM 115 BEDROOM 116 B+9' ELEVATOR OPTION DNUP 1/8"=1'-0" BAR SCALE CLOSET NOTES: SINGLE HANGING: DESIGNATED BY SINGLE DASHED LINE IN CLOSETS TO BE: 16" SHELF @ 7'-0" AFF, 16" SHELF & ROD @ 5'-6" AFF. DOUBLE HANGING: DESIGNATED BY DOUBLE DASHED LINE IN CLOSETS TO BE: 16" SHELF & ROD @ 7'-0" AFF, 12" SHELF & ROD @ 3'-6" AFF. SHELVES @ WALK-IN CLOSETS: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, SHELF WIDTH TO BE CLOSET WIDTH, LESS 4'-0" OR AS OTHERWISE INDICATED. LINEN SHELVES: 6 SHELVES, WIDTH AS NOTED, @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. STORAGE SHELVES: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. GENERAL CLOSET NOTES: 1. ALL SHELVES & VERTICAL DIVIDERS TO BE AC PLYWOOD WITH 1x2 EDGE. SPECIES TO BE SPECIFIED BY DEVELOPER. 2. CLEATS TO BE 1x2 CLEAR PINE. 3. PROVIDE ROD SUPPORTS @ 36" OC MAX. 4. ALL TO BE STAINED TO MATCH CASE & BASE. 2 3 4 1 5 FLOOR PLAN GENERAL NOTES: 1. PATCH EXISTING CONSTRUCTION SCHEDULED TO REMAIN. REPAIRED SURFACES TO BE FLUSH WITH ADJACENT FINISH SURFACES. TO SAME QUALITY AS NEW CONSTRUCTION PRIOR TO INSTALLING NEW FINISHES. REFER TO THE FINISH MANUFACTURER'S GUIDELINES FOR INSTALLATION. 2. PATCH EXISTING FIRE-RATED WALLS, FLOOR CEILINGS, ETC. SO AS TO MAINTAIN THE FIRE- RADIATING. ADD FIRE-SMOKE DAMPERS WHERE NEW DUCTS CROSS. ADD FIRE STOP AT ALL 3. PATCH WALLS AT REMOVED RECEPTACLE OPENINGS SO AS TO RECEIVE SUBSEQUENT WORK. 4. PATCH AND LEVEL FLOOR SUBSTRATES TO RECEIVE NEW WORK AS SCHEDULED. 5. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTING. 6. DO NOT SCALE DRAWINGS. 7. IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETE SURFACE WITHIN 18" RADIUS AT 1/4" PER FOOT TOWARD FLOOR DRAIN, UNLESS OTHERWISE INDICATED. 8. ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANS OUTSIDE THE BUILDING RELATE TO USGS ELEVATIONS. ALL SPOT ELEVATIONS INSIDE THE BUILDING REFER TO BUILDING REFERENCE ELEVATIONS. NOTIFY ARCHITECT IMMEDIATELY SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE DRAWINGS. 9. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS OTHERWISE NOTED. 10. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. 11. ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINAL DIMENSIONS, UNLESS NOTED AS ACTUAL. 12. "TB" NEW CORK TACKBOARDS OR "MB" NEW MARKERBOARDS 13. PROVIDE EXIT DOOR NUMBERS PER DOOR SIGNAGE SHEET AT ALL EXIT DOORS. TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A261 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 6 Lower and Middle Plans Avon, CO 81620Owner Rev-07/14/21 No Description Date 1/8" = 1'-0"A261 1 BUILDING 6 - LOWER GARAGE 1/8" = 1'-0"A261 2 BUILDING 6 - MIDDLE BEDS BUILDING NORTH T RUE DWREF REFDW DW REFDW DW REFDWDW A2631A2634A2632A2633UPPER LIVING 122'-0" (7533.5') UPPER LIVING 122'-0" (7532.8') UPPER LIVING 122'-0" (7531.9') UPPER LIVING 122'-0" (7532.1') ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE KITCHEN 117 DINING 118 OFFICE 114 POWDER 115 LIVING 119 FP DN B+9' ELEVATOR OPTION POWDER 118 LIVING ROOM 120 OFFICE 121 KITCHEN 119 DINING ROOM 122 FP B+9'B+9' ELEVATOR OPTION DN POWDER 118 LIVING ROOM 120 OFFICE 121 KITCHEN 119 DINING ROOM 122 FP B+9'B+9' ELEVATOR OPTION DN POWDER 118 LIVING ROOM 120 OFFICE 121 KITCHEN 119 DINING ROOM 122 FP B+9'B+9' ELEVATOR OPTION DN A2631A2634A2632A2633ROOF PLAN 136'-6" (7546.6') ROOF PLAN 136'-6" (7546.4') ROOF PLAN 136'-6" (7547.3') ROOF PLAN 136'-6" (7548.0') 8" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"4" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1'-0" 6" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1'-0" 6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0" 8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0" 8" / 1'-0"8" / 1'-0" 8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0" 8" / 1'-0"8" / 1'-0"R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1R-1 R-1 R-1 R-1 R-1 R-1 R-1R-1R-1 R-1 R-1R-1 R-1 R-1 R-1R-1R-1 R-1 R-1 R-1 6" / 1'-0" 1/8"=1'-0" BAR SCALE CLOSET NOTES: SINGLE HANGING: DESIGNATED BY SINGLE DASHED LINE IN CLOSETS TO BE: 16" SHELF @ 7'-0" AFF, 16" SHELF & ROD @ 5'-6" AFF. DOUBLE HANGING: DESIGNATED BY DOUBLE DASHED LINE IN CLOSETS TO BE: 16" SHELF & ROD @ 7'-0" AFF, 12" SHELF & ROD @ 3'-6" AFF. SHELVES @ WALK-IN CLOSETS: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, SHELF WIDTH TO BE CLOSET WIDTH, LESS 4'-0" OR AS OTHERWISE INDICATED. LINEN SHELVES: 6 SHELVES, WIDTH AS NOTED, @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. STORAGE SHELVES: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. GENERAL CLOSET NOTES: 1. ALL SHELVES & VERTICAL DIVIDERS TO BE AC PLYWOOD WITH 1x2 EDGE. SPECIES TO BE SPECIFIED BY DEVELOPER. 2. CLEATS TO BE 1x2 CLEAR PINE. 3. PROVIDE ROD SUPPORTS @ 36" OC MAX. 4. ALL TO BE STAINED TO MATCH CASE & BASE. 2 3 4 1 5 FLOOR PLAN GENERAL NOTES: 1. PATCH EXISTING CONSTRUCTION SCHEDULED TO REMAIN. REPAIRED SURFACES TO BE FLUSH WITH ADJACENT FINISH SURFACES. TO SAME QUALITY AS NEW CONSTRUCTION PRIOR TO INSTALLING NEW FINISHES. REFER TO THE FINISH MANUFACTURER'S GUIDELINES FOR INSTALLATION. 2. PATCH EXISTING FIRE-RATED WALLS, FLOOR CEILINGS, ETC. SO AS TO MAINTAIN THE FIRE- RADIATING. ADD FIRE-SMOKE DAMPERS WHERE NEW DUCTS CROSS. ADD FIRE STOP AT ALL 3. PATCH WALLS AT REMOVED RECEPTACLE OPENINGS SO AS TO RECEIVE SUBSEQUENT WORK. 4. PATCH AND LEVEL FLOOR SUBSTRATES TO RECEIVE NEW WORK AS SCHEDULED. 5. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTING. 6. DO NOT SCALE DRAWINGS. 7. IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETE SURFACE WITHIN 18" RADIUS AT 1/4" PER FOOT TOWARD FLOOR DRAIN, UNLESS OTHERWISE INDICATED. 8. ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANS OUTSIDE THE BUILDING RELATE TO USGS ELEVATIONS. ALL SPOT ELEVATIONS INSIDE THE BUILDING REFER TO BUILDING REFERENCE ELEVATIONS. NOTIFY ARCHITECT IMMEDIATELY SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE DRAWINGS. 9. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS OTHERWISE NOTED. 10. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. 11. ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINAL DIMENSIONS, UNLESS NOTED AS ACTUAL. 12. "TB" NEW CORK TACKBOARDS OR "MB" NEW MARKERBOARDS 13. PROVIDE EXIT DOOR NUMBERS PER DOOR SIGNAGE SHEET AT ALL EXIT DOORS. ROOF FINISH LEGEND NOTES: 1. HATCHED AREAS INDICATE OVERBUILT ROOF & CRICKETS, RE: STRUCTURAL 2. ALL GUTTERS & DOWNSPOUTS TO RECEIVE HEAT TAPE FOR ENTIRE LENGTH, RE: DIAGRAM ON ELECTRICAL PLANS 3. T.O. RIDGE ELEVATIONS GIVEN AT TOP OF ROOF SHEATHING 4. CONTRACTOR TO VERIFY CHIMNEY DIMENSIONS WITH FIREPLACE MANUFACTURERS' REQUIREMENTS R-1 TAMKO ASPHALT SHINGLES, HERITAGE PREMIUM, COLOR: NATURAL TIMBER R-2 COPPER STANDING SEAM ROOF SEE SYSTEM NOTES SHEET A0.1 COPPER FLASHING, GUTTERS, AND DOWNSPOUTS OVERHANGS ARE 2'-0" FROM FACE OF FRAMING TYP. U.N.O. CHIMNEY CAP - 6" SANDSTONE CAP ROOF BEAMS - ROUGH SAWN TIMBER TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A262 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 6 Upper and Roof Plans Avon, CO 81620Owner Rev-07/14/21 No Description Date 1/8" = 1'-0"A262 1 BUILDING 6 - UPPER LIVING 1/8" = 1'-0"A262 2 BUILDING 6 - ROOF PLAN BUILDING NORTH T RUE LOWER GARAGE 0'-0" (7510.1) MIDDLE BEDS 11'-0" (7521.1) UPPER LIVING 22'-0 (7532.1) T.O. ROOF 36'-6" (7546.6) LOWER GARAGE 0'-0" (7511.5) MIDDLE BEDS 11'-0" (7522.5) UPPER LIVING 21'-0 (7532.5) T.O. ROOF 36'-6" (7548.0) R-1 R-1R-1 EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT L L L L L L L L L L L R-1 R-1 R-1 R-1 R-1 X-3 X-3 X-3 X-2 X-1 X-1 X-1 X-2 X-2 X-3 X-1 X-1 X-2 X-2 R-2R-2R-2 X-2 X-1 X-1 X-1 X-3 X-3 X-3 X-2 X-2 8" / 1'-0"8" / 1'-0"6" / 1'-0" 6 " / 1 '-0 "4" / 1'-0"8" / 1'-0"6" / 1'-0" 6 " / 1 '-0 "8" / 1'-0"8" / 1'-0" 6" / 1'-0"8" / 1'-0"6 " / 1 '-0 "8" / 1'-0" 6" / 1'-0"8" / 1'-0"8 " / 1 '-0 "10" / 1'-0"1 0" / 1'-0"10" / 1'-0"1 0" / 1'-0"10" / 1'-0"1 0" / 1'-0"10" / 1'-0"1 0" / 1'-0" LOWER GARAGE 0'-0" (7511.5) MIDDLE BEDS 11'-0" (7522.5) UPPER LIVING 22'-0 (7533.5) T.O. ROOF 36'-6" (7548.0) LOWER GARAGE 0'-0" (7510.1) MIDDLE BEDS 11'-0" (7521.1) UPPER LIVING 22'-0 (7532.1) T.O. ROOF 36'-6" (7546.6) EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT LOWER GARAGE 0'-0" (7511.5) MIDDLE BEDS 11'-0" (7522.5) UPPER LIVING 21'-0 (7532.5) T.O. ROOF 36'-6" (7548.0) LOWER GARAGE 0'-0" (7510.1) MIDDLE BEDS 11'-0" (7521.1) UPPER LIVING 21'-0 (7531.1) T.O. ROOF 36'-6" (7546.6) L L L L L L L L L L L L X-2 X-2 X-3 X-1X-2 R-1 R-1 R-1 X-3 X-2 X-1 X-2 X-2 R-1 X-1 X-1 X-2 X-3 X-2 X-2 X-3 X-2 X-2 R-1 X-1 X-2 X-3 R-1 R-2 8" / 1'-0" 6" / 1'-0"6 " / 1 '-0 "8 " / 1 '-0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0" 8 " / 1 '-0 "8" / 1'-0"8" / 1'-0" 8" / 1'-0"8" / 1'-0"8" / 1'-0" 8 " / 1 '-0 "8" / 1'-0"8 " / 1 '-0 "3" / 1'-0"8 " / 1 '-0 "LOWER GARAGE 0'-0" (7510.1) MIDDLE BEDS 11'-0" (7521.1) UPPER LIVING 22'-0 (7532.1) T.O. ROOF 36'-6" (7546.6) EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT LLL L X-3 X-3 X-3 X-3 X-1 X-2 X-1 X-1 X-1 X-2 X-1 R-1R-1 R-1 X-1 X-2 X-3 X-3 X-1 R-1 R-1R-1R-1R-1R-1 R-1 R-1 8" / 1'-0"8" / 1'-0" 8" / 1'-0"8" / 1'-0"8 " / 1 '-0 "6" / 1'-0"3 " / 1 '-0 "10" / 1'-0"6" / 1'-0"L L LOWER GARAGE 0'-0" (7511.5) MIDDLE BEDS 11'-0" (7522.5) UPPER LIVING 22'-0 (7533.5) T.O. ROOF 36'-6" (7548.0)R-1 EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT L R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 X-1 X-2 X-1 X-2 X-3 X-3X-3 X-3 X-2 X-2 X-2X-1X-1X-1 X-2 X-2 X-2 X-3X-3X-3X-3 3 " / 1 '-0 "10" / 1'-0"8" / 1'-0"8" / 1'-0"8 " / 1 '-0 "6" / 1'-0"6" / 1'-0"1/8"=1'-0" BAR SCALE EXTERIOR MATERIAL LEGEND: X-1 DAVINCI SYNTHETIC SHAKES X-2 1X10 WOOD LAP SIDING X-3 NEW DRY STACK BROWN MOSSROCK R-1 DAVINCI SYNTHETIC SHAKES, R-2 BERRIDGE TEE-PANEL STANDING SEAM METAL ROOF, BERRIDGE DARK BRONZE KYNAR 500 CORNER TRIM - 3X6 AND 3X8 RS WD FASCIA 2X8 RS WD OVER 2X8 RS WD COIL COATED METAL FLASHING, GUTTERS AND DOWNSPOUTS RS WD TIMBERS 6X10 RS WD HEADERS IN STONE WALLS 3X8 RS WD HEADERS IN WOOD WALLS 3X4 RS WD WINDOW TRIM IN WOOD EXTERIOR ELEVATION GENERAL NOTES: 1. EXTERIOR FINISHES INDICATED ON ELEVATIONS SEE "EXTERIOR MATERIAL LEGEND" FOR MATERIALS. 2. RFERENCE ROOF PLAN FOR LOCATIONS OF ROOF COMPONENETS NOT INDICATED ON EXTERIOR ELEVATIONS. 3. REFER TO MEP AND STRUCTURAL DRAWINGS FOR ANY ADDITIONAL WORK. 4. ASSUME ALL PAINTED SURFACES WILL BE REPAINTED. THIS INCLUDES BUT IS NOT LIMITED TO: DOORS, DOOR FRAMES, WINDOW FRAMES, AND HEADERS, CEILINGS, HANDRAILS, EXPOSED MECHANICAL, CMU ACCENTS, SOFFITS, STRUCTURAL BEAMS, AND ETC. 5. PROVIDE ALLOWANCE TO SEAL AND CAULK VARIOUS WALL PENERTRATIONS ANS HOLES AROUND EXTERIOR PERIMETER OF BUIDLING, SIMILAR AREAS SUCH AS HOSE BIBS, PIPES, ETC. 6. PROVIDE ALLOWANCE TO REVIEW ALL EXPOSED ELECTRICAL CONDUIT TO DETERMINE FEASIBILITY TO REMOVE OR RELOCATE. INCLUDE IN ALLOWANCE LABOR AND MATERIALS TO REMOVE OR RELOCATE. 7. SEE CIVIL PLANS FOR NOTE TO RESEAL ALL HORIZONTAL CONCRETE AND ASPHALT JOINTS AT BUILDING. 8. WHEN A PORTION OF A WALL IS PAINTED ASSUME THE ENTIRE WALL IS PAINTED TO INSIDE OR OUTSIDE CORNERS. 9. DO NOT SCALE DRAWINGS. 10. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS NOTED OTHERWISE. TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A263 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 6 Exterior ElevationsAvon, CO 81620Owner Rev-07/14/21 No Description Date 1/8" = 1'-0"A263 1 BUILDING 6 - NORTH 1/8" = 1'-0"A263 2 BUILDING 6 - SOUTH 1/8" = 1'-0"A263 3 BUILDING 6 - WEST 1/8" = 1'-0"A263 4 BUILDING 6 - EAST A263 5 BUILDING 6 - FRONT APPROACH A263 6 BUILDING 6 - REAR VIEW 6x3 WD TRIM NAILING FIN SEALANT WRAP WINDOW ROUGH OPENING W/ZIP TAPE PRIOR TO WINDOW INSTALL ALUMINUM CLAD WINDOW UNIT CASING PER OWNER EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY 6x3 WD TRIM NAILING FIN SEALANT WRAP WINDOW ROUGH OPENING W/ZIP TAPE PRIOR TO WINDOW INSTALL ALUMINUM CLAD WINDOW UNIT CASING PER OWNER WRAP WINDOW ROUGH OPENING W/ZIP TAPE PRIOR TO WINDOW INSTALL KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R- SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY ZIP TAPE STRIP OVER NAILING FIN 6"=1'-0" NAILING FIN SEALANT WRAP WINDOW ROUGH OPENING W/ZIP TAPE PRIOR TO WINDOW INSTALL ALUMINUM CLAD WINDOW UNIT CASING PER OWNER EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY NAILING FIN SEALANT WRAP WINDOW ROUGH OPENING W/ZIP TAPE PRIOR TO WINDOW INSTALL ALUMINUM CLAD WINDOW UNIT CASING PER OWNER WRAP WINDOW ROUGH OPENING W/ZIP TAPE PRIOR TO WINDOW INSTALL ZIP TAPE STRIP OVER NAILING FIN 6"=1'-0" EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY 3X12 RS WD TRIM W/ 45 DEGREE CHAMFER AS SHOWN & SAW CUT DRIP COIL COATED METAL FLASHING PROVIDE 1/4" AIR SPACE BETWEEN FLASHING AND SIDING EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY NAILING FIN ZIP TAPE STRIP LAP ALUMINUM CLAD WINDOW UNIT WRAP WINDOW ROUGH OPENING W/ZIP TAPE PRIOR TO WINDOW INSTALL COIL COATED METAL FLASHING TO RUN UNDER JAMB TRIM LEG TO EDGE OF NAILING FIN AND DOWN WALL INSTALL PLACE JELD-WEN DRAINAGE MAT FROM BACK OF WINDOW TO 3" MIN DOWN FACE ON VYCOR PLUS R.O. WRAP FOR WIDTH OF SILL PRIOR TO WINDOW INSTALL EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY SEALANT 3X4 WD SILL W/SAW CUT DRIP CASING PER OWNER ALUMINUM CLAD WINDOW UNIT COIL COATED METAL FLASHING TO RUN UNDER JAMB TRIM LEG TO EDGE OF NAILING FIN AND DOWN WALL INSTALL PLACE JELD-WEN DRAINAGE MAT FROM BACK OF WINDOW TO 3" MIN DOWN FACE ON VYCOR PLUS R.O. WRAP FOR WIDTH OF SILL PRIOR TO WINDOW INSTALL SEALANT 3X4 WD SILL W/SAW CUT DRIP CASING PER OWNER SEALANT FLASHING SLOPE 1/4" MIN. EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY WRAP WINDOW ROUGH OPENING W/ZIP TAPE PRIOR TO WINDOW INSTALL NAILING FIN DO NOT SEAL BOT EDGE OF JELD-WEN DRAINAGE MAT 3X12 RS WD TRIM W/ 45 DEGREE CHAMFER AS SHOWN & SAW CUT DRIP NAILING FIN ZIP TAPE STRIP LAP WRAP WINDOW ROUGH OPENING W/ZIP TAPE PRIOR TO WINDOW INSTALL CASING PER OWNER ALUMINUM CLAD WINDOW UNIT 8X12 RS WD TRIM W/ 45 DEGREE CHAMFER AS SHOWN & SAW CUT DRIP COIL COATED METAL FLASHING WITH BITUMINOUS PAINT AT STEEL TO COIL COATED METAL METAL CONNECTION PROVIDE 1/4" AIR SPACE BETWEEN FLASHING AND SIDING EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R- SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY NAILING FIN ZIP TAPE STRIP LAP ALUMINUM CLAD WINDOW UNIT WRAP WINDOW ROUGH OPENING W/ZIP TAPE PRIOR TO WINDOW INSTALL COIL COATED METAL FLASHING TO RUN UNDER JAMB TRIM LEG TO EDGE OF NAILING FIN AND DOWN WALL INSTALL PLACE JELD-WEN DRAINAGE MAT FROM BACK OF WINDOW TO 3" MIN DOWN FACE ON VYCOR PLUS R.O. WRAP FOR WIDTH OF SILL PRIOR TO WINDOW INSTALL EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R- SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY CASING PER OWNER ZIP TAPE STRIP LAP ALUMINUM CLAD WINDOW UNIT COIL COATED METAL FLASHING TO RUN UNDER JAMB TRIM LEG TO EDGE OF NAILING FIN AND DOWN WALL INSTALL PLACE JELD-WEN DRAINAGE MAT FROM BACK OF WINDOW TO 3" MIN DOWN FACE ON VYCOR PLUS R.O. WRAP FOR WIDTH OF SILL PRIOR TO WINDOW INSTALL CASING PER OWNER SEALANT FLASHING SLOPE 1/4" MIN. EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY WRAP WINDOW ROUGH OPENING W/ZIP TAPE PRIOR TO WINDOW INSTALL NAILING FIN DO NOT SEAL BOT EDGE OF JELD-WEN DRAINAGE MAT 6X12 RS WD TRIM W/ 45 DEGREE CHAMFER AS SHOWN & SAW CUT DRIP NAILING FIN ZIP TAPE STRIP LAP WRAP WINDOW ROUGH OPENING W/ZIP TAPE PRIOR TO WINDOW INSTALL CASING PER OWNER ALUMINUM CLAD WINDOW UNIT ENTRY DOOR THRESHOLD SET IN FULL BED OF SEALANT CONC. SLAB REF STRUCT 4" VOIDFORM 2X6 BLOCKING CONC. FDN. WALL REF STRUCT. FLOOR JOISTS REF STRUCT FINISH FLOOR SYSTEM OVER 3/4" T&G PLYWD SHEATHING REF STRUCT 1 1/2" INSULATED WOOD OVERHEAD DOOR WITH RE: 1X WD TRIM OVERHEAD DOOR AND TRACK BY DOOR MANUFACTURER 2X RS WD TRIM RIPPED TO FIT 3X8 RS WD TRIM, W/3x12 WD HEAD ABOVE. RE: EXT ELEVS EXTERIOR FINISH, REF EXTERIOR ELEVS FOR SIDING STONE CAP AND STONE VENEER BELOW GYPSUM WALLBOARD, FINISH PER OWNER CONTINUOUS SEALANT CONTINIOUS SEALANT 2x2 RS CEDAR TIMBER TRIM CONTINUOUS SEALANT 2X6 PT WD BLOCKING WEATHERSTRIPPING CONTIUOUS WEATHER BARRIER, WRAPPED AROUND CORNER STRUCTURE, REF STRUCT DWGS FULL CAVITY BATT INSUALTION, RE: A0.1 VAPOR BARRIER, WRAPPED AROUND CORNER EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY 1 1/2" INSULATED WOOD OVERHEAD DOOR WITH 1X TRIM WEATHERSTRIPPING 2x2 RS CEDAR TIMBER TRIM EXTERIOR FINISH X-3 WITH OVERLAPPING CORNER STONES OVERHEAD DOOR AND TRACK BY DOOR MANUFACTURER CONTIUOUS WEATHER BARRIER, WRAPPED AROUND CORNER EXTERIOR FINISH REF ELEVS STRUCTURE, REF STRUCT DWGS FULL CAVITY BATT INSUALTION VAPOR BARRIER, WRAPPED AROUND CORNER GYPSUM WALLBOARD, FINISH PER OWNER 2X6 PT WD BLOCKING EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY 2" MAX NEW CONCRETE SLAB DOOR FRAME, REF DOOR SCHEDULE THRESHOLD RIGID INSULATION EXTERIOR TERMINATE RUBBER BASE INTO JAMB 1/2" MAX.INTERIOR NEW FINISH FLOOR REF FLOOR PLANS NEW CONCRETE SLAB DOOR, REF DOOR SCHEDULE SET IN FULL BED OF SEALANT 4" VYCOR PLUS STRIP ON HEAD NAILING FIN HEAD NAILING FIN VYCOR PLUS CORNER STRIP TO SEAL GAP BETWEEN NAILING FINS 12" VYCOR PLUS RO. WRAP JAMB NAILING FIN 4" VYCOR PLUS STRIP ON JAMB NAILING FIN 1/4" TURNED UP END DAM W/FOLD DOWN @ EACH END SEALANT TYP. COIL COATED METAL FLASHING WOOD HEADER JAMB AND STOOL TRIM WINDOW COIL COATED METAL FLASHING TO RUN UNDER JAMB TRIM LEGS TO EXT. OF TRIM JELD-WEN DRAINAGE MAT - DO NOT SEAL BOT. EDGE X A5.1 X A5.1 CONTRACTOR TO NOTIFY ARCHITECT WITH VENT TERMINATION SPEC. UPON FINAL SELECTION OF FIREPLACE UNIT. ARCHITECT SHALL PROVIDE REVISED DETAIL UPON DRB REVIEW & APPROVAL HEAT SHEILD INTERIOR FIRESTOP 10" 5/8" GYP BOARD 1/2" SHEATHING EXTERIOR FINISH RE: EXE WALL TYPE 2HEAT SHEILD FIRESTOP HORIZONTAL VENT TERMINATION, PAINTED BLACK 10"HEAT SHEILD INTERIOR FIRESTOP 10" DIA. VENT PIPE 6 3/4" WALL TYPE 2 RE: EXE FOR SIDING HEAT SHEILD FIRESTOP HORIZ VENT TERMINATION, PAINTED BLACK CENTERLINE OF A SIDING BOARD TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates 10/10/2021 3:09:45 PMC:\Users\warner\Documents\2021 McGrady Site Plan_warner@tabassociates.com.rvtA511 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdDetails Avon, CO 81620Owner Rev-07/14/21 3" = 1'-0"A511 4 WINDOW JAMB WOOD1 3" = 1'-0"A511 5 WINDOW JAMB STONE1 1 1/2" = 1'-0"A511 1 WINDOW HEAD/SILL WOOD1 1 1/2" = 1'-0"A511 2 WINDOW HEAD/SILL STONE1 1 1/2" = 1'-0"A511 3 ENTRY THRESHOLD1 3" = 1'-0"A511 6 GARAGE DOOR IN SIDING1 3" = 1'-0"A511 10 GARAGE DOOR IN STONE1 3" = 1'-0"A511 7 INT/EXT DOOR THRESHOLD1 1 1/2" = 1'-0"A511 11 WINDOW WATERPROOFING1 1 1/2" = 1'-0"A511 8 VENT TERMINATION PLAN1 1 1/2" = 1'-0"A511 9 VENT TERMINATION SECTION1 No Description Date METER DISC. DISC. LAYOUT DIAGRAM 14 36 36 10" DEEP11 1/2" DEEPNOTE: THIS LAYOUT HAS BEEN REVIEWED AND ACCEPTED BY HOLY CROSS ENERGY. CONTRACTOR TO SUBMIT ALTERNATIVE LAYOUTS TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION.3"3' - 0"3"1' - 9"3"8 1/2"1' - 0" 2" 9"1' - 0"9"11 1/2" 5' - 4"6' - 6" ABOVE GRADE MAX5' - 6"A A INSIDEOUTSIDE RE EXE FOR SIDING 6X6 RS CEDAR TRIM BOARDS ALL AROUND, EXCEPT 6X8 HEADER ELECTRIC METER 5/8" TYPE 'X' GWB ON 2X6 STUD WALL PROVIDE WROUGHT IRON SURFACE BOLTS EA. DOOR 3/4" EXT GRADE PLYWD DOOR CLAD W/ 1X6 T&G V-GROOVE RS CEDAR & 2X6 RS CEDAR FRAME, RE: X/A3.X BRASS BENT-LEG PIANO HINGES W/BLACK FINISH 5/8" TYPE 'X' GWB 1 HOUR WALL 5/8" TYPE 'X' GWB ON 2X6 STUDS ON 5/8" TYPE 'X' GWB ON 1/2" PLYWD G R A D E INSIDEOUTSIDE SECTION EXTERIOR FINISH X-1 3X8 RS WD W/ 45 DEGREE CHAMFER AS SHOWN & SAW CUT DRIP STRUCT HEADER RE: STRUCT 3/4" EXT. GRADE PLYWD DOOR CLAD W/ 2X8 CHANNEL RUSTIC WD SIDING W/ 1" REVEAL & 2X6 RS WD FRAME, RE: ELEV. 2/A3.3 LINE OF WALL BEYOND SLOPE TOP FOR WATER DRAINAGE 1 HOUR WALL 5/8" TYPE 'X' GWB ON 2X6 STUDS ON 5/8" TYPE 'X' GWB ON 1/2" PLYWD ELECT. SERVICE 24"x24"x12" DEEP VOID IN CONCRETE SLAB FOR ELECTRICAL SERVICE, GROUT SOLID BY MASONS 3X3 WD CORNER TRIM EXTERIOR FINISH REF ELEVS. EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY RIPPED 3x6 WD CORNER TRIM EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY EXTERIOR FINISH REF ELEVS. ROOFING 5/8 CDX PLYWOOD COPPER FLASHING 2x6 BLOCKING 1/2" AIR GAP 2x12 RS WD FASCIA 2x8 RS WD FASCIA SUB-FASCIA UNO. REF STRUCTURAL FOR ROOF JOISTS 1x8 CHANNELS RUSTIC LAP TYPICAL 2x8 AT 4'-0" OVERHANGS RS TIMBER SHOULDER BEAMS W/ 3" CHAMFEER W/ COPPER CAP FLASHING COPPER DRIP FLASHING ROOFING ON 5/8" CDX PLYWD. 2X BLOCKING 2x8 FASCIA ON 2X10 FASCIA BOARD ON 2X12 RIM BOARD VARIES 12 SIDING RE: EXE 1X6 T&G TYPICAL "2X SOFFIT AT 4'-0" OVERHANGS" EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY BLOWN-IN-FOAM INSULATION A DEPTH TO PRODUCE R-50 BETWEEN ALL RAFTERS (2 PCF MIN) 3" = 1'-0" STONE VENEER ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R- SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY COPPER FLASHING W/ MIN 1/4" SLOPE PROVIDE 1/4" AIRSPACE/ RAIN SCREEN DRAIN @ BOTTOM OF SIDING ABOVE FLASHING BELLY BAND SIDING VARIES RE: EXE ZIP SHEATHING W/ TAPED SEAMS AND JOISTS PER MFR SIDING VARIES RE: EXE COPPER FLASHING WITH ZIP TAPE STRIP LAP BEAD OF SEALANT EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY 1/4" MIN AIRSPACEZIP TAPE STRIP LAP 5/4"X6" IPE DECKING CONCEALED KNIFE PLATE CONNECTION 6X6 WOOD POSTS NOTCHED FOR RAILS 2X2 WD AT 5-7/16" O.C. 6X4 WOOD TOP RAIL WITH PICKETS MORTISED IN (2) 2X4 WOOD BOTTOM RAIL WITH PICKETS SANDWICHING 2X2 PICKETS COIL COATED METAL CAP RS WOOD JOISTS 6 X 12, REF STRUCT. DWGS 5 7/16" TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates 10/10/2021 3:09:46 PMC:\Users\warner\Documents\2021 McGrady Site Plan_warner@tabassociates.com.rvtA521 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdDetails Avon, CO 81620Owner Rev-07/14/21 1/2" = 1'-0"A521 1 ELEC PANEL LAYOUT1 1" = 1'-0"A521 2 ELECTRICAL CLOSET PLAN1 1" = 1'-0"A521 3 ELECTRICAL CLOSET SECTION WIP1 1 1/2" = 1'-0"A521 4 INTERIOR CORNER1 1 1/2" = 1'-0"A521 5 EXTERIOR CORNER1 1 1/2" = 1'-0"A521 6 ROOF EAVE1 1 1/2" = 1'-0"A521 7 ROOF FASCIA1 1 1/2" = 1'-0"A521 8 STONE WAINSCOT1 1 1/2" = 1'-0"A521 9 TYP GUARDRAIL DETAIL1 No Description Date December 7, 2021 PZC Meeting – McGrady Acres Subdivision 1 TO: Planning and Zoning Commission FROM: Matt Pielsticker, AICP, Planning Director RE: SUB21006 Preliminary Subdivision (Major) Public Hearing Lot 3 & Lot 6, McGrady Acres / 86 & 95 Post Boulevard DATE: December 2, 2021 STAFF REPORT OVERVIEW: This staff report contains one application for consideration by PZC: Preliminary Subdivision for a townhome project on Lot 3 and Lot 6, McGrady Acres (jointly referred to as the “Property”). Final action is taken by the Avon Town Council after public hearings and considering public comment and PZC recommendations. SUMMARY OF REQUEST: The application is being reviewed in concert with a Major Development Plan application for a twenty-four (24) unit multi-family development. The preliminary subdivision demonstrates the concept for creating twenty-four individual town-house style lots, and large commonly owned parcel(s) for driveways and landscaping areas. I have highlighted the intended subdivision/parcel lines and layout in red on the exhibit below: PUBLIC NOTICE: Notice of the public hearing was published in the Vail Daily in accordance with Sec. 7.16.020(d) of the Avon Municipal Code (AMC). Mailed notice is required for this application , and notification was sent to all property owners within 300’ of the Property. No written public comments have been received as of the date of this report. A public hearing will be conduced on December 7. Additionally, the Town Council must conduct a public hearing prior to taking action. December 7, 2021 PZC Meeting – McGrady Acres Subdivision 2 PRELIMINARY (MAJOR) SUBDIVISION - REVIEW CRITERIA: § 7.16.070(e), Preliminary Plan Review Criteria: (1) The proposed subdivision shall comply with all applicable use, density, development and design standards set forth in this Development Code that have not otherwise been modified or waived pursuant to this Chapter and that would affect or influence the layout of lots, blocks and streets. Applicants shall not create lots or patterns of lots in the subdivision that will make compliance with such development and design standards difficult or infeasible; Staff Response: The proposed subdivision complies with use, density and applicable design standards. Pursuant to the Mobility and Connectivity code requirements, a bus pull-out must be accommodated for this project. Whether or not a turn-out has implications on the final lot layout, or require an easement for encroachments related to a turn-out or sidewalk replacement must be determined before action on this Application. This matter is discussed in the companion Major Development Plan report. (2) The subdivision application shall comply with the purposes of this Development Code; Staff Response: The application generally complies with the applicable purposes outlined in the Development Code. Purpose (l) states, “Promote architectural design which is compatible, functional, practical and complimentary checking to Avon's sub-alpine environment”. Additionally, the development plans call for a combination of water quality vaults and native landscaping between structures and the river corridor. This promotes Purpose (j): Sustain water sources by maintaining the natural watershed, preventing accelerated erosion, reducing runoff and consequent sedimentation, eliminating pollutants introduced directly into streams and enhancing public access to recreational water sources.” (3) The subdivision application shall be consistent with the Avon Comprehensive Plan and other community planning documents; Staff Response: The Avon Comprehensive Plan’s Future Land Use Map calls the property out as Neighborhood Commercial (NC) and this development and subdivision are in line with that designation. (4) The land shall be physically suitable for the proposed development or subdivision; Staff Response: The land is suitable for the proposed development. The developable portion of the lot is maximized with the proposed site layout. At Final Subdivision, areas adjacent to the river and in the easement near Eaglebend Drive cul-de-sac should be called out as “non-developable”. (5) The proposed subdivision shall be compatible with surrounding land uses; Staff Response: The proposed subdivision is compatible with surrounding residential land uses and was zoned Neighborhood Commercial (NC) in 2001 based upon compliance with the Avon Comprehensive Plan. (6) There are adequate public facilities for potable water supply, sewage disposal, solid waste disposal, electrical supply, fire protection and roads and will be conveniently located in relation to schools, police, fire protection and emergency medical services; Staff Response: This property is included in the existing water lease agreement with the Upper Eagle River Water Authority. Water and sewer lines run directly through the property and the owner will need to enter into a agreement(s) with the water district for tie-ins. Holy Cross Electric serves the property and has reviewed the plans. The property is within Eagle River Fire Protection District (ERFPD) and the plans have been reviewed by the Fire Marshall and meets their requirements for service. (7) The proposed utility and road extensions are consistent with the utility's service plan and are December 7, 2021 PZC Meeting – McGrady Acres Subdivision 3 consistent with the Avon Comprehensive Plan and Comprehensive Transportation Master Plan; Staff Response: The utility plans are far along in the design process. The project engineer has been coordinating closely with the Town Engineer and Eagle River Water and Sanitation (ERWSD) District. Final signoff from ERWSD will be required at the time of Final Subdivision. (8) The utility lines are sized to serve the ultimate population of the service area to avoid future land disruption to upgrade under-sized lines; Staff Response: There are no concerns with sizing for project utilities. (9) The subdivision is compatible with the character of existing land uses in the area and shall not adversely affect the future development of the surrounding area; Staff Response: The character of the area is mixed: single-family residential, duplex residential, multi-family residential, regional highway, regional commercial, and an educationally zoned parcel across the railroad tracks. The site and subdivision possess natural and man-made buffers (10) A proposed subdivision for an existing PUD shall be consistent with the relevant PUD Master Plan as reflected in the approval of that PUD; Staff Response: Not applicable. (11) Appropriate utilities, including water, sewer, electric, gas and telephone utilities, shall provide a "conditional capacity to serve" letter for the proposed subdivision; Staff Response: All applicable utility companies have reviewed initial development plans and will provide capacity to serve letters before final subdivision. (12) That the general layout of lots, roads, driveways, utilities, drainage facilities and other services within the proposed subdivision shall be designed in a way that minimizes the amount of land disturbance, minimize inefficiencies in the development of services, maximizes the amount of open space in the development, preserves existing trees/vegetation and riparian areas, protects critical wildlife habitat and otherwise accomplishes the purposes of this Development Code; Staff Response: The layout of infrastructure and facilities is logical and minimizes land disturbance to the extent possible. Open space buffers are included on the west and south sides of the project based upon topography and existing easement areas. The subdivision is subject to park dedication requirements included in Avon Development Code Section 7.32.090, Parks land Dedication. This code chapter requires that dedication be reviewed and approved as part of preliminary plan review. According to the Chapter, the general guideline for determining the amount of land to be dedicated: 8.2 acres x (Number of Units: 24) x (Persons Per Unit: 2.9) / 1,000 = .57 (acres to be dedicated). Alternative to land dedication, the Town may determine that the dedication of land for park purposes is not necessary or not practical for a specific development and may require cash in lieu of land dedication. I recommend either of the following options: dedication of land contiguous with the Eaglebend Pocket Park, thereby expanding the footprint and usability of the space, or 2) Cash in lieu to be used for improvements to the Eaglebend Pocket Park. The calculation method for cash in lieu is not defined by the Development Code. (13) Evidence that provision has been made for a public sewage disposal system or, if other methods of sewage disposal are proposed, adequate evidence that such system shall comply with state and local laws and regulations; December 7, 2021 PZC Meeting – McGrady Acres Subdivision 4 Staff Response: The utility plans tie new infrastructure into the adjacent sewer system. The water district continues to work with the applicant on final location and design. (14) Evidence that all areas of the proposed subdivision that may involve soil or topographical conditions presenting hazards or requiring special precautions have been identified by the applicant and that the proposed use of these areas are compatible with such conditions or that adequate mitig ation is proposed; Staff Response: All development is limited to the flatter portion of the property, well above the riparian corridor and steeper slopes leading to the Eagle River. (15) The subdivision application addresses the responsibility for maintaining all roads, open spaces and other public and common facilities in the subdivision and that the Town can afford any proposed responsibilities to be assumed by the Town; Staff Response: A Public Improvements Agreement is required at Final Subdivision. The PIA will address responsibilities during construction and after final acceptance. (16) If applicable, the declarations and owners' association are established in accordance with the law and are structured to provide adequate assurance that any site design standards required by this Development Code or conditions of approval for the proposed subdivision will be maintained or performed in a manner which is enforceable by the Town; and Staff Response: (17) As applicable, the proposed phasing for development of the subdivision is rational in terms of available infrastructure capacity and financing. Staff Response: No phasing is contemplated. All roads and utilities must be completed at the project outset, regardless of timing for individual buildings. This will be reflected in Public Improvements Agreement at Final Subdivision. OPTIONS: PZC has the following options with regard to the Application: - Approve affirmative recommendation to Town Council; - Continue application to future meeting pending additional details or studies; or - Recommend Denial of the application to Town Council. STAFF RECOMMENDATION FOR SUB21006: I recommend continuance of the Preliminary Subdivision for McGrady Acres, and tracking this application with the Major Development Plan for final action. OPTIONAL ACTION RECOMMENDING APPROVAL: “I move to recommend Town Council approval of the Preliminary Subdivision for McGrady Acres, with the following findings and conditions: Findings: 1. The proposed application was reviewed pursuant to Avon Development Code §7.16.070, Subdivisions, and the application is in conformance with the applicable review criteria; 2. The application is complete; 3. The application provides sufficient information to allow the PZC to determine that the application complies with the relevant review criteria; 4. The application complies with the goals and policies of the Avon Comprehensive Plan; 5. Public notification requirements have been met, and the Public Hearing with PZC on December 7, 2021 December 7, 2021 PZC Meeting – McGrady Acres Subdivision 5 meets requirements of the Avon Development Code; and 6. The demand for public services or infrastructure exceeding current capacity is mitigated by the application; Conditions: 1. Ability to Serve from ERWSD, and final utility verifications, must be included with Final Subdivision. 2. Public Improvements Agreement will be provided at Final Subdivision. 3. Evidence of Homeowners Association creation and ongoing maintenance responsibilities will be demonstrated at Final Subdivision. 4. Park land dedication requirements will be approved by Town Council. RECOMMENDED MOTION: “I move to continue the Preliminary Subdivision for McGrady Acres to the December 21, 2021 meeting.” ATTACHMENT: A. 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0 "8" / 1'-0"8" / 1 ' - 0 "R-1R-1R-1R-1R-13' - 0"ROOF ABOVEROOF ABOVEROOF BELOWROOF ABOVEROOF ABOVEROOF ABOVEROOF ABOVEROOF BELOWDECK ABOVEDECK ABOVEDECK ABOVEDECK ABOVE2 1 ' - 9 3 / 4 " 5' - 3 1 / 4 " 12 ' - 9 1 / 4 "8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"4" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-18" / 1 ' - 0 " 8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "R-1R-1R-1R-1R-1 TO: FROM: RE: DATE: Chairperson Barnes and Planning Commission Matt Pielsticker, Planning Director Approval of 2022 Regular Meeting Schedule December 1, 2021 SUMMARY: A draft of the PZC regular meeting schedule is presented to PZC for review, discussion and action. Once the schedule has been approved by PZC, the dates will be posted to the Town’s website. Staff will follow-up with calendar invites for all regular PZC meetings once PZC adopts the regular meeting schedule. ACTION BEFORE PZC: Please find attached the proposed regular meeting schedule for 2022, which reflects the first and third Tuesdays of each month, unless otherwise noted. The January 4 meeting will be cancelled due to staffing and scheduling conflicts. Meetings will begin at 5:00 p.m., and the intention is to conduct all meetings in person unless public health orders recommend otherwise. The 2022 PZC meeting schedule is proposed as follows: January 18 February 1 February 15 March 1 March 15 April 5 April 19 May 3*May 17 June 7 June 21** July 5 July 19 August 2 August 16 September 6 September 20 October 4 October 18 November 1** November 15 December 6 December 20 *Swearing In of new and/or continuing Commissioners **Meeting room location on 2nd Floor of Municipal Building or Virtual/ TBD. PROPOSED MOTION: “I move to approve the 2022 PZC Meeting Schedule as presented (with or without modifications).” . 1 AVON PLANNING AND ZONING COMMISSION MEETING MINUTES TUESDAY, OCTOBER 5, 2021 - MEETING BEGINS AT 5:00 PM 1. CALL TO ORDER AND ROLL CALL MATT PIELSTICKER CALLED THE MEETING TO ORDER AT 5:05PM. A ROLL CALL WAS TAKEN AND PLANNING COMMISSION MEMBERS PRESENT WERE SARA LANIOUS, TREVOR MACALLISTER, ANTHONY SEKINGER, AND MARTY GOLEMBIEWSKI. ALSO PRESENT WAS ERIC HEIL, TOWN MANAGER. MARTY GOLEMBIEWSKI WAS APPOINTED INTERIM CHAIRPERSON IN THE ABSENCE OF THE PZC CHAIRPERSON AND VISE CHAIRPERSON. 2. APPROVAL OF AGENDA THE AGENDA WAS APPROVED AS PUBLISHED. 3. DISCLOSURE OF ANY CONFLICTS OF INTEREST RELATED TO AGENDA ITEMS THERE WERE NO CONFLICTS OF INTERESTED DISCLOSED. 4. BUSINESS ITEMS 4.1. 2481 DRAW SPUR, UNIT 3, WILDRIDGE FENCE- PUBLIC HEARING – MINOR DEVELOPMENT PLAN AND ALTERNATIVE EQUIVALENT COMPLIANCE FOR FENCE WITH WIRE MESH (PLANNING DIRECTOR MATT PIELSTICKER AND MARCIA FINCH). PUBLIC COMMENTS: NONE AEC21007 ACTION: COMMISSIONER SEKINGER MOTIONED TO APPROVE THE ALTERNATIVE EQUIVALENT COMPLIANCE BASED UPON THE FOLLOWING FINDINGS: 1. THE PROPOSED APPLICATION WAS REVIEWED PURSUANT TO §7.16.120, ALTERNATIVE EQUIVALENT COMPLIANCE; 2. THE PROPOSED ALTERNATIVE ACHIEVES THE INTENT OF THE SUBJECT DESIGN OR DEVELOPMENT STANDARD TO THE SAME OR BETTER DEGREE THAN THE SUBJECT STANDARD; 3. THE PROPOSED ALTERNATIVE ACHIEVES THE GOALS AND POLICIES OF THE AVON COMPREHENSIVE PLAN TO THE SAME OR BETTER DEGREE THAN THE SUBJECT STANDARD; 4. THE PROPOSED ALTERNATIVE RESULTS IN BENEFITS TO THE COMMUNITY THAT ARE EQUIVALENT TO OR BETTER THAN COMPLIANCE WITH THE SUBJECT STANDARD; 5. THE PROPOSED WIRE MESH DOES NOT IMPOSE GREATER IMPACTS ON ADJACENT PROPERTIES THAN WOULD OCCUR THROUGH COMPLIANCE WITH THE SPECIFIC REQUIREMENTS OF THE CODE; 6. THE MAXIMUM SQUARE FOOTAGE REQUIREMENT FOR WILDRIDGE FENCES WAS MODIFIED BY ORDINANCE 2021-09, TAKING EFFECT ON SEPTEMBER 10, 2021; AND 7. THIS APPLICATION WAS SUBMITTED BEFORE THE ORDINANCE WENT INTO EFFECT AND COMPLIED WITH THE PREVIOUSL (AFTER SUCH TIME THIS APPLICATION HONORS THE PREVIOUSLY STATED REGULATION OF 2,000 SQUARE FEET. . 2 THE MOTION WAS SECONDED BY COMMISSIONER LANIOUS. THE MOTION PASSED UNANIMOUSLY WITH A 4-0 VOTE. MNR21034 ACTION: COMMISSIONER SEKINGER MOTIONED TO APPROVE THE MINOR DEVELOPMENT PLAN FOR A FENCE BASED UPON THE FOLLOWING FINDINGS: 1. THE PROPOSED APPLICATION WAS REVIEWED PURSUANT TO §7.16.080(F), DEVELOPMENT PLAN; 2. THE DESIGN MEETS THE DEVELOPMENT AND DESIGN STANDARDS ESTABLISHED IN THE AVON DEVELOPMENT CODE, WITH ALTERNATIVE DESIGN APPROVED BY AEC APPLICATION; 3. THE APPLICATION IS COMPLETE; 4. THE APPLICATION PROVIDES SUFFICIENT INFORMATION TO ALLOW THE PZC TO DETERMINE THAT THE APPLICATION COMPLIES WITH THE RELEVANT REVIEW CRITERIA; 5. THE APPLICATION COMPLIES WITH THE GOALS AND POLICIES OF THE AVON COMPREHENSIVE PLAN; 6. THE DEMAND FOR PUBLIC SERVICES OR INFRASTRUCTURE EXCEEDING CURRENT CAPACITY IS MITIGATED BY THE APPLICATION; AND 7. THE DESIGN OF THE FENCE RELATES TO THE CHARACTER OF THE SURROUNDING COMMUNITY AND OTHER SIMILAR IMPROVEMENTS. THE MOTION WAS SECONDED BY COMMISSIONER L ANIOUS. THE MOTION PASSED UNANIMOUSLY WITH A 4-0 VOTE. 4.2. 420 W. BC BLVD / NORTH RESTROOMS– REFERRAL & PUBLIC HEARING –MINOR DEVELOPMENT PLAN FOR RESTROOM BUILDING PATH AND LANDSCAPING IMPROVEMENTS (PLANNING DIRECTOR M ATT PIELSTICKER AND PEDRO CAMPOS). PUBLIC COMMENTS: NONE ACTION: NO ACTION NECESSARY. 4.3. ONE LAKE ST. / EAST RESTROOMS– REFERRAL & PUBLIC HEARING – MAJOR DEVELOPMENT PLAN FOR RESTROOM BUILDING, PARKING, AND ASSOCIATED LANDSCAPING IMPROVEMENTS (PLANNING DIRECTOR MATT PIELSTICKER AND PEDRO CAMPOS). PUBLIC COMMENTS: NONE ACTION: NO ACTION NECESSARY. 4.4. AVON COMMUNITY HOUSING PLAN AMENDMENTS - PUBLIC HEARING – REVIEW AMENDMENTS AND MAKE RECOMMENDATION TO TOWN COUNCIL (PLANNING DIRECTOR MATT PIELSTICKER AND TOWN MANAGER ERIC HEIL) PUBLIC COMMENTS: NONE ACTION: COMMISSIONER LANIOUS MOVED TO RECOMMEND THAT THE AVON TOWN COUNCIL APPROVE THE 2021 AVON COMMUNITY HOUSING PLAN WITH STAFF’S RECOMMENDED FINDINGS. THE MOTION WAS SECONDED BY COMMISSIONER MACALLISTER AND THE MOTION PASSED UNANIMOUSLY WITH 4-0 VOTE. . 3 5. CONSENT AGENDA 5.1. APPROVAL OF MINUTES FROM SEPTEMBER 7, 2021 PZC MEETING 5.2. APPROVAL OF MAJOR DEVELOPMENT PLAN RECORD OF DECISION FOR 38460 HIGHWAY 6 CONDOMINIUM AND TOWNHOME PROJECT / MJR21007 5.3. APPROVAL OF ALTERNATIVE EQUIVALENT COMPLIANCE RECORD OF DECISION FOR 38460 HIGHWAY 6 CONDOMINIUM AND TOWNHOME PROJECT / AEC21006 ACTION: COMMISSIONER SEKENGER MADE A MOTION TO APPROVE THE CONSENT AGENDA. THE MOTINO WAS SECONDED BY COMMISSIONER LANIOUS, AND THE MOTION PASSED UNANIMOUSLY WITH A 4-0 VOTE. 6. STAFF UPDATES 6.1. VILLAGE (AT AVON) DRB MEMBER & REFERRAL PROCESS 6.2. FRONTGATE AVON CONDOMINIUMS AND TOWNHOMES 7. ADJOURN WITH NO FURTHER BUSINESS, THE MEETING WAS ADJOURNED AT APPROXIMATELY 7:14 PM. PZC Record of Decision: AEC21007 & MNR21034 Page 1 of 1 PLANNING AND ZONING COMMISSION FINDINGS OF FACT AND RECORD OF RECOMMENDATION DATE OF PUBLIC HEARING: October 5, 2021 TYPE OF APPLICATIONS: Alternative Equivalent Compliance / Minor Development Plan PROPERTY LOCATION: 2481 Draw Spur, Unit 3 FILE NUMBER: MNR21034 / AEC21007 APPLICANT: Marcia Finch This Record of Decision is made in accordance with the Avon Development Code §7.16.080(c): DECISION ON AEC21007: Approved FINDINGS: 1. The proposed application was reviewed pursuant to §7.16.120, Alternative Equivalent Compliance; 2. The proposed alternative achieves the intent of the subject design or development standard to the same or better degree than the subject standard; 3. The proposed alternative achieves the goals and policies of the Avon Comprehensive Plan to the same or better degree than the subject standard; 4. The proposed alternative results in benefits to the community that are equivalent to or better than compliance with the subject standard; 5. The proposed wire mesh does not impose greater impacts on adjacent properties than would occur through compliance with the specific requirements of the Code; 6. The maximum square footage requirement for Wildridge Fences was modified by Ordinance 2021- 09, taking effect on September 10, 2021; and 7. This application was submitted before the Ordinance went into effect and complied with the previously (after such time this application honors the previously stated regulation of 2,000 square feet. DECISION ON MNR21034: Approved 1. The proposed application was reviewed pursuant to §7.16.080(f), Development Plan; 2. The design meets the development and design standards established in the Avon Development Code, with alternative design approved by AEC application; 3. The application is complete; 4. The application provides sufficient information to allow the PZC to determine that the application complies with the relevant review criteria; 5. The application complies with the goals and policies of the Avon Comprehensive Plan; 6. The demand for public services or infrastructure exceeding current capacity is mitigated by the application; and 7. The design of the fence relates to the character of the surrounding community and other similar improvements. THESE FINDINGS OF FACT AND RECORD OF DECISION ARE HEREBY APPROVED: BY:______________________________________ DATE: ___________________ PZC Chairperson PZC Record of Decision: CPA21001 Page 1 of 1 PLANNING AND ZONING COMMISSION FINDINGS OF FACT AND RECORD OF DECISION & RECOMMENDATION DATE OF PUBLIC HEARING: October 5, 2021 TYPE OF APPLICATIONS: Comprehensive Plan Amendment PROPERTY LOCATION: N/A FILE NUMBER: CPA21001 APPLICANT: Town of Avon This Record of Decision is made in accordance with the Avon Development Code §7.16.080(c): DECISION ON AEC21007: Approved FINDINGS: 1) The Town of Avon Community Housing Plan complies with the goals and policies of the Avon Comprehensive Plan by strengthening the policy objectives related to achieving a diverse range of housing types to serve all segments of the population; 2) The Plan complies with the review criteria outlined in Section §7.16.030(e) of the Development Code; 3) The proposed Plan bolsters the purpose statements of the Development Code; Purpose (n): “Achieve a diverse range of attainable housing which meets the housing needs created by jobs in the Town, provides a range of housing types and price points to serve a complete range of life stages and promotes a balanced, diverse and stable full time residential community which is balanced with the visitor economy;”; and 4) The proposed Plan promotes the health, safety, and welfare of the Avon Community by supporting working families and building a stable community with opportunities for families and young professionals. THESE FINDINGS OF FACT AND RECORD OF DECISION ARE HEREBY APPROVED: BY:______________________________________ DATE: ___________________ PZC Chairperson