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PZC Packet 0507191 Agenda posted on Friday, May 3, 2019 at the following public places within the Town of Avon: -Avon Municipal Building, Avon Recreation Center, Avon Public Library, Town of Avon Website www.avon.org Please call 970-748-4023 for questions. Planning & Zoning Commission Meeting Agenda Tuesday, May 7, 2019 100 Mikaela Way – Avon Municipal Building If you require special accommodation, please contact us in advance and we will assist you. You may call David McWilliams at 970- 748-4023 or email cmcwilliams@avon.org for special requests. I. Call to Order – 5:00pm II. Town Clerk Swearing in of Jared Barnes, Lindsay Hardy, and Steve Nusbuam III. Roll Call IV. Appointment of Chairperson and Vise-Chairperson Summary: Pursuant to the PZC Rules of Procedure, PZC shall select its chairperson and vice chairperson on a yearly basis immediately after the appointment of new members. V. Additions & Amendments to the Agenda VI. Conflicts of Interest VII. Fence Alternative Design & Minor Development Plan – PUBLIC HEARING File: MNR19004 & AEC19003 Applicant/Owner: Sean Reynolds Property: Lot 51B, Block 2, Wildridge Subdivisioin / 2646B Beartrap Road Summary: Proposed fence with mesh wiring. The application requires an AEC because fences in Wildridge are only allowed to be made of wood per code. VIII. Project Referral for Avon Apartments Applicant: Richard Graves Property: Planning Area F / Lot 1, Village (at Avon) Subdivision / 1000 E. Beaver Creek Blvd Owners: Traer Creek RP-LLC Summary: Pursuant to the Village (at Avon) PUD Guide, design projects are to be referred, for comment only, to the Avon Planning and Zoning Commission. Comments will be provided to the Village (at Avon) Design Review Board for consideration in their final review of the project. IX. Consent Agenda A – PZC Meeting Minutes – April 9, 2019 B – Record of Decision – Benchmark Road Parking C – Record of Decision – Lot 7 Riverfront & Tract H Benchmark at Beaver Creek Connector Path X. Adjourn PZC Record of Decision: #MNR19003 Page 1 of 1 PLANNING AND ZONING COMMISSION FINDINGS OF FACT AND RECORD OF DECISION DATE OF DECISION: April 2, 2019 TYPE OF APPLICATION: Minor Development Plan PROPERTY LOCATION: Right of Way along West Benchmark Road FILE NUMBER: MNR19003 APPLICANT: Justin Hildreth This Record of Decision is made in accordance with the Avon Development Code (“Development Code”) §7.16.080(c): DECISION: Approval of the development plan with the following findings: FINDINGS: 1. The proposed application was reviewed pursuant to §7.16.080(f), Development Plan, §7.16.090(f), Design Review. The design meets the development and design standards established in the Avon Development Code. 2. The development application is complete; 3. The development application provides sufficient information to allow the PZC to determine that the development application complies with the relevant review criteria; 4. The development application complies with the goals and policies of the Avon Comprehensive Plan; 5. The demand for public services or infrastructure is met by the development application; and 6. The development relates to the character of the surrounding community. THESE FINDINGS OF FACT AND RECORD OF DECISION ARE HEREBY APPROVED: BY:______________________________________ DATE: ___________________ PZC Chairperson PZC Record of Decision: #MNR19001 Page 1 of 1 PLANNING AND ZONING COMMISSION FINDINGS OF FACT AND RECORD OF DECISION DATE OF DECISION: April 2, 2019 TYPE OF APPLICATION: Minor Development Plan PROPERTY LOCATION: Lot 7 Riverfront Subdivision and Tract H Block 3 Benchmark at Beaver Creek Subdivision FILE NUMBER: MNR19001 APPLICANT: Justin Hildreth This Record of Decision is made in accordance with the Avon Development Code (“Development Code”) §7.16.080(c): DECISION: Approval of the development plan with the following findings and conditions: FINDINGS: 1. The proposed application was reviewed pursuant to §7.16.080(f), Development Plan, §7.16.090(f), Design Review. 2. The design meets the development and design standards established in the Avon Development Code, including §7.32.040, Paved Trail Design. 3. The development application is complete; 4. The development application provides sufficient information to allow the PZC to determine that the development application complies with the relevant review criteria; 5. The development application complies with the goals and policies of the Avon Comprehensive Plan; 6. The demand for public services or infrastructure is met by the development application; and 7. The development relates to the character of the surrounding community. CONDITIONS: 1. The landscape plan shall be updated to show 3-5 appropriate shrubs between the new path and the existing Eagle Valley Trail on Tract H; and 2. Engineering analysis shall be conducted per code on all applicable walls. THESE FINDINGS OF FACT AND RECORD OF DECISION ARE HEREBY APPROVED: BY:______________________________________ DATE: ___________________ PZC Chairperson Page I 1 May 7, 2019 Planning and Zoning Commission Meeting 2646 Bear Trap Fence Application Staff Report Case #MNR19004 AEC19003 Public Hearing May 7, 2019 Planning & Zoning Commission Meeting Project type Alternative Equivalent Compliance and Minor Development Plan Public Hearing Required Legal Description Lot 51 Block 2 Wildridge Subdivision Zoning PUD Address 2646 Bear Trap Prepared By David McWilliams, Town Planner Staff Report Overview This staff report contains two applications for consideration by the PZC: 1. Minor Development Plan for a new fence. 2. Alternative Equivalent Compliance for a proposed fence on the property. Summary of Request Sean Reynolds (the Applicant) recently applied for a Minor Development Plan for the extension of a deck on the south side of the house and for a new fence to control his dog. To expedite the building of the deck, approval of that element was granted on April 15, 2019 by Staff . The fence is a two rail fence with screen mesh. Now, PZC is tasked with reviewing the fence for approval. The neighboring duplex owner is aware of all proposed modifications and has provided written support of the project. Property Description The property is a duplex near the switchback on Bear Trap. The property therefore was platted with two fronts, with 25-foot setbacks from each street face. The fence is not subject to the setback requirements, but the approved deck is. The stairway visible on page 1 of attachment A is an unapproved landscape feature, and may be subject to PZC review now. Staff suggests a minor cleanup, as outlined below. Public Notice Notice of the public hearing was published in the April 25, 2019 edition of the Vail Daily in accordance with Sec. 7.16.020(d) of the Avon Development Code. Mailed notice is not required for this application type. Planning Analysis Fences in Wildridge Section 7.28.080(b), of the Municipal Code offers the following intent and design of fence structures in Wildridge: Although discouraged in Wildridge and Wildwood, in all instances fences should complement the property and landscape rather than contain the property. Fences that delineate property boundaries are not permitted. Fences will be considered for approval by staff only when Page I 2 May 7, 2019 Planning and Zoning Commission Meeting 2646 Bear Trap Fence Application demonstrated by the applicant that the design is consistent with the following criteria: i. Fence material shall be wood and no more than four (4) feet in height; ii. Fences shall be constructed using a split rail design with no more than two (2) horizontal rails; iii. Fences shall not delineate property lines; iv. Fences shall not enclose an area of two thousand (2,000) square feet or more; v. Fences shall ensure that wildlife migration is not negatively affected with the proposed fence design; vi. If a fence is part of a multi-family project, approval shall be received from the association and the fence design shall be integrated with the overall landscape design of the property; and vii. If a fence is located on a duplex property, written approval shall be received from the adjoining property owner and the fence design must be integrated with the overall landscape design. Staff Response: The proposal is for an 821 square foot enclosure of a similar makeup to an existing fence in Wildridge and it does not delineate property lines. The fence follows a preexisting stairway from the top of the yard to the lower backyard. The application meets all fence requirements except for i., which therefore requires the Alternative Equivalent Compliance process. Development Plan Review Criteria. The following review criteria shall be considered as the basis for a decision on development plan applications: 1. Evidence of substantial compliance with the purpose of the Development Code as specified in Section 7.04.030, Purposes; 2. Evidence of substantial compliance with Section 7.16.090, Design review; 3. Consistency with the Avon Comprehensive Plan; 4. 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; 5. 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; and 6. That the development can be adequately served by city services, including but not limited to roads, water, wastewater, fire protection and emergency medical services. Staff Response: This application is compliant with all the applicable review Criteria, except where it requires an AEC. 7.16.090(f), Design Review 1. The design relates the development to the character of the surrounding community; or, where redevelopment is anticipated, relates the development to the character of Avon as a whole; 2. The design meets the development and design standards established in this Development Code; and 3. The design reflects the long- range goals and design criteria from the Avon Comprehensive Plan and other applicable, adopted plan documents. Staff Response: The design has been evaluated for conformance with these plans and staff has determined the proposed design meets the requirements, except where it needs an AEC. The lack of Page I 3 May 7, 2019 Planning and Zoning Commission Meeting 2646 Bear Trap Fence Application revegetation on both sides of the stairs is concerning, and staff suggests more attention to this as a condition of approval. 7.16.120 Alternative Equivalent Compliance Alternative equivalent compliance is a procedure that allows development to meet the intent of the design-related provisions of the code through an alternative design. It is not a general waiver or weakening of regulations; rather, this application procedure permits a site-specific plan that is equal to or better than the strict application of a design standard specified in the Development Code. This procedure is not intended as a substitute for a variance or administrative modification or a vehicle for relief from standards in this Chapter. Alternative compliance shall apply only to the specific site for which it is requested and does not establish a precedent for assured approval of other requests. AEC Review Criteria. The PZC shall use the following review criteria as the basis for a decision on an application for alternative equivalent compliance: 1. The proposed alternative achieves the intent of the subject design or development standard to the same or better degree than the subject standard; 2. The proposed alternative achieves the goals and policies of the Avon Comprehensive Plan to the same or better degree than the subject standard; 3. The proposed alternative results in benefits to the community that are equivalent to or better than compliance with the subject standard; and 4. The proposed alternative imposes no greater impacts on adjacent properties than would occur through compliance with the specific requirements of this Title. Applicant Response: According to the applicant, the fence will be installed with a screen to keep the dog in the yard. While the fence deviates from the design standards for Wildridge, this fence type has been previously approved in the neighborhood and does not impact the neighborhood. (Attachment A, page 2) Staff Response: The AEC application achieves the intent of the development standards to the same degree without causing great impacts on adjacent properties. The fence is located to the side of the house and is minimally obstructive from the street or adjacent properties. This property is located in District 11: Northern Residential District, which states in the introduction, “Due to the limited number of existing trees and shrubs and the open character of the property, special care should be taken to ensure that all structures are compatible with one another and in harmony with the natural surroundings.” Page I 4 May 7, 2019 Planning and Zoning Commission Meeting 2646 Bear Trap Fence Application Staff Recommendation for AEC19003 Alternative Equivalent Compliance: Staff recommends approval of the AEC application for Lot 51 Block 2 Wildridge Subdivision with the following findings: 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; and 5. The proposed alternative does not imposes greater impacts on adjacent properties than would occur through compliance with the specific requirements of the Code. Recommended Motion: “I move to approve Case #AEC19003, an Alternative Equivalent Compliance application for Lot 51 Block 2, Wildridge Subdivision together with the findings as recommended by staff.” Staff Recommendation for MNR19004 Minor Development Plan: Staff recommends approval of the Minor Development application for Lot 51, Block 2, Wildridge Subdivision with the following findings and condition: Findings: 1. The application is complete; 2. The application provides sufficient information to allow staff to determine that the application complies with the relevant review criteria; 3. The application complies with the goals and policies of the Avon Comprehensive Plan; 4. There is no extra demand for public services or infrastructure exceeding current capacity by the application; 5. The design relates the development to the character of the surrounding community; and 6. The modifications qualify as a Minor Development Plan pursuant to §7.16.080 of the Development Code. Page I 5 May 7, 2019 Planning and Zoning Commission Meeting 2646 Bear Trap Fence Application Condition: 1. All denuded landscape areas will be reseeded with native mix grass. Recommended Motion: “I move to approve Case #MNR19004, a Minor Development application for Lot 51 Block 2, Wildridge Subdivision together with the findings and condition as recommended by staff.” Attachments: A. Application Materials B. Staff approval from previous application N 56d 51' 51" E 101.03'R = 245' L = 151.3' < = 35d 20' 37" R = 2 2 5 ' L = 5 4 . 3 8 ' < = 1 3 d 5 0 ' 5 4 " N 1 9 d 1 2 ' 1 5 " W 1 3 0 . 9 2 ' 10' R O A D M A I N T E N A N C E , D R A I N A G E , A N D S N O W S T O R A G E E A S M E N T 10' ROAD MAI N T E N A N C E , D R A I N A G E , A N D S N O W S T O R A G E E A S M E N T 7.5' DRAINAGE AND UTILITY EASMENT10' SIDE SETBACK25' F R O N T S E T B A C K 25' FRONT SETBACK BEARTRAP ROAD BEARTRAP ROAD LOT 51B 2646 BEARTRAP ROAD LOT 51A NEW UPPER LEVEL LINE OF EXISTING LOWER DECK LINE OF EXISTING UPPER DECK LINE OF NEW UPPER DECK NEW 10X10 NEW 10X10 EXISTING 10X10 EXISTING 10X10 EXISTING TIMBER WALKNEW FENCE EXISTING ASPHALT DRIVEWAY DECK AREA NEW FENCE ENCLOSED FENCE AREA 821 SF 11'-9"10'-3"5'-7"15'-712"5'-7"3'-0" GREAT ROOM DINING ROOM KITCHEN ENTRY EXISTING DECK NEW DECK NEW DECK RAILING TO MATCH EXISTING NEW DECKEXISTING DECKMINIMUM +36" REMOVE EXISTING RAILING EXISTING TIMBER BEAMEXISTING DECK JOISTS2X10 LEDGERNOMINAL 10x12 DROPPEDACTUAL 5x10-3/8 DROPPED10X10NEW10X10NEW10X10EXISTING10X10EXISTINGNEW DECKEXISTING DECK2x10s @ 12"OCACTUAL 5x10-3/8 DROPPEDLUC210Z12" DIA SONOTUBE (7) 2X6VERIFY EXISTING FOOTING MINIMUM 3.6SF ON BF24 12" DIA SONOTUBE ON BF24 W/(3) 3-16"x4" LEDGERLOK@12" OC - VERIFY RIM JOISTON EXISTING HOUSE2X DECKINGMATCH EXISTABU1010Z ABU1010Z 5/A1.1 5/A1.1 JURISDICTION TOWN OF AVON, COLORADO BUILDING CODE VERSION 2015 IRC SNOW LOAD 75 PSF WIND SPEED 115 MPH, EXPOSURE B SEISMIC ZONE C DECK LIVE LOAD 75 PSF (SNOW) DECK DEAD LOAD 15 PSF THE FOUNDATION FOR THIS DECK IS BASED ON AN ASSUMED BEARING CAPACITY OF 2000 PSF. THE EXCAVATION SHALL BE EXAMINED BY A LICENSED GEOTECHNICAL ENGINEER TO CONFIRM BEARING CAPACITY. DECK FOUNDATION TO BE LOCATED BY SURVEYOR PRIOR TO INSTALLATION TO VERIFY COMPLIANCE WITH SITE SETBACKS. STRUCTURAL CONCRETE SHALL ACHIEVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI ALL 2X FRAMING LUMBER SHALL BE DOUG-FIR #2 OR BETTER, MINIMUM FLEXURAL STRESS 900 PSI AND MODULUS OF ELASTICITY 1,600,000 PSI. ALL 4X TIMBERS OR GREATER SHALL E DOUG-FIR #1 OR BETTER, MINIMUM FLEXURAL STRESS 1350 PSI AND MODULUS OF ELASTICITY 1,600,000 PSI. ALL CONNECTION HARDWARE TO BE BY THE SIMPSON COMPANY 10X10 POST TIMBER BEAM - SEE PLAN (2) 5/8" DIA LAGS 5"I S S U E S L A N D S C A P E A R C H I T E C T N O T E S A PNZ Submittal 03.26.19 18-263 April 16, 2019 ral RAL Architects, Inc.2019 Edwards, Colorado 81632email ~ bobbyl@ralarch.comP.O. Box 1805Phone ~ 970.376.4227Lot 51B, Block 2, Wildridge S T R U C T U R A L - 2646 Beartrap Rd #B Avon, Colorado 81620 Deck Addition Reynolds Residence B Revisions 04.16.19 Vicinity Map Site Plan Deck Floor PlanDeck Framing Plan Existing Photos Deck Plans A1.1 Timber Beam Detail Attachment A Attachment A Attachment B COMMUNITY DEVELOPMENT DEPARTMENT ADMINISTRATIVE DETERMINATION APPLICATION TYPE: Minor Development Plan FILE NUMBER: MNR19004 LOCATION: Lot 56 Block 2 Wildridge Subdivision ADDRESS: 2646 Beartrap Unit B OWNER: Sean Reynolds APPLICANT: Sean Reynolds SUMMARY: Application to extend the second-floor deck around to the south side of the house. AVON MUNICIPAL CODE REVIEW STANDARDS: • §7.16.080 – Development Plan • §7.28 – Design Standards STAFF DECISION: Approved with the following findings and conditions. FINDINGS: 1. The application is complete; 2. The application provides sufficient information to allow staff to determine that the application complies with the relevant review criteria; 3. The application complies with the goals and policies of the Avon Comprehensive Plan; 4. There is no extra demand for public services or infrastructure exceeding current capacity by the application; 5. The design relates the development to the character of the surrounding community; and 6. The modifications qualify as a Minor Development Plan pursuant to §7.16.080 of the Development Code. CONDITIONS: 1. All disturbed areas will be reseeded with native mix grass; 2. The Planning and Zoning Commission shall review the fence aspect of the application and it’s approval is not granted by this administrative determination; and 3. A survey will be required to assure that the new deck is within the building envelope. DATE: April 15, 2019 BY: David McWilliams, Town Planner May 7, 2019 Work Session – Village at Avon Residential Project 1 To: Planning and Zoning Commission From: David McWilliams, Town Planner Meeting Date: May 7, 2019 Topic: Preliminary Plan for Lot 1 Filing 1 Planning Areas F and D Village at Avon Subdivision INTRODUCTION This memo contains preliminary design material for a new residential complex in the Village at Avon for consideration by the PZC. While this potential project is not subject to Chapter 7 of Avon Municipal Code and will not be subject to the formal Town of Avon review process outlined within it, PZC is tasked with formulating comments that the Village at Avon (VAA) Design Review Board (DRB) can use for their formal review. Staff crafted specific recommendations, based on the Design Guidelines, for PZC’s consideration to relay to the DRB. The intent is to give the DRB a set of tangible discussion points that can be acted upon. The Design Guidelines are best described as the desired aesthetic of all projects and more articulations of aspirations than hard requirements. Per the Design Guidelines, “The DRB shall refer to the Town of Avon's Planning and Zoning Commission, for comment only, and not for approval or disapproval, Development proposals submitted to the DRB.” The proposal is approaching a completed application for the DRB, and this is may be PZC’s only look at the project. This report seeks to address common design considerations that would be contained in any development application through the lens of the VAA Design Guidelines. Property Description The proposal includes land in Planning area F and D. In 2018, a PUD Amendment for Planning Area F allowed for an increase in residential density and a reduction in required Commercial square footage. The property is situated at the northwest corner of Post Boulevard and East Beaver Creek Boulevard (referred to as “the Property”). The Nottingham Puder Ditch is the northern boundary of property. Currently, there is a Subdivision application that would create a 10-acre parcel and realignment of the roadway. Grade differential from ditch to road is roughly 42 feet just for reference. The Village at Avon PUD Guide, the governing zoning document, permits a density of 22 dwelling units per acre and 58 feet in height (with 100-foot road step back) not to exceed four stories for Planning Area F; and 18 dwelling units per acre and 48 feet in height for Planning Area D. Project Summary May 7, 2019 Work Session – Village at Avon Residential Project 2 A preliminary development application is in front of the VAA DRB. The application proposes 240 apartment units between eight buildings, including a central clubhouse with residential units and two additional types of residential buildings. Planning Analysis Most sections below start with an included quoted text from The Village (at Avon) Design Review Guidelines to frame the elements of importance. All text is unmodified in formatting, except for italicized portions added for emphasis by staff. Staff occasionally includes page numbers, (in parenthesis) which references the applicable page from the complete plan set, which is included as a link online. Allowed Use and Density: As noted above, residential use is allowed in both Planning Areas and the proposed density does not exceed capacity for either Area. Lot Coverage, Setback and Easements: The property appears to be compliant with all applicable coverage, setback, and easement requirements. Building Height: Compliance with the PUD Guide’s definition of four stories must be confirmed before a building permit will be issued for the Clubhouse/Building 1. The image to the right shows a five story building appearance, in an area where a four story building of 48 feet is permitted. The PUD Guide defines Story(ies) as “a space in a Building between two Approximate plan view of the project showing road reorientation May 7, 2019 Work Session – Village at Avon Residential Project 3 adjacent floors or between a floor and an adjacent roof, excluding vaulted spaces with or without a floor, outdoor area, roof rooftop patios/decks and similar spaces, and excluding any Story which has a ceiling height that is less than 6 feet above Finished Grade (e.g., basements, garden level basements and underground parking garages). Where grades are necessary to be lowered to allow for vehicular parking garage access or pedestrian access into a Story which has a ceiling height that is less than 6 feet above Finished Grade, Finished Grade shall be assumed at a level as if these accesses did not exist (e.g., Finished Grade level on either side of the access)”. Using finished grade as the limiting building height parameter to meet the requirements, as proposed, the applicant has demonstrated compliance with the numerical height standard in updated documents, not part of the linked plan set. Design Comments Design Theme: “In order to create a unique, pedestrian friendly, vibrant, successful, and long lasting town that enriches the quality of life and maximizes/enhances and preserves the value of the Property, the design of all Development within the Village must, among other things, distinguish itself by being unique, sustainable, interesting, attractive, and must respect the mountain setting as well as complement the surrounding Development within the Village. The Overall Design Theme (hereinafter referred to as the “Design Theme”) is to establish an attractive appearance for visitors and residents and yet be flexible enough to allow for affordable design solutions.” “The attractive appearance expected for Development consists of, among other things, innovative and attractive architecture that promotes sustainable ideas and is sensitive to the surrounding area.” “the DRB shall not accept exceptions to the Design Theme and Design Philosophy that break the pattern of unique and attractive architecture for Development at the Village, as any exceptions will negatively impact the Village and will promote unattractive architecture for Development in the future.” Overall, the project may deviate from this Design Theme and there are few discernable nods to sustainability, evidenced by extra parking spaces and no green roof apparatus proposed. The project could include further unique innovations that respect the mountain setting and create interesting or attractive facades and spaces. Easements, Drainage, Retaining Walls: Town engineer Justin Hildreth is working directly with the project engineer and did not provide any comments on the application at this stage. There are few retaining walls with this development proposal. Parking: “Planning Area F - underground parking is highly encouraged. However, if the Owner can show that the Design Philosophy is still achieved with surface parking, the DRB is willing to consider alternatives.” “The DRB encourages, in all cases, the use of underground and structured parking as opposed to large surface parking fields, as such fields generally do not fit into the Design Philosophy.” (L1.1) This proposal includes a 2-story parking structure in the Clubhouse building that is mostly above ground, 1-car garages in building type 2 and 3, and surface parking supporting the rest of the development. There are a parking roofs over spaces near the southeast and far west corners of the May 7, 2019 Work Session – Village at Avon Residential Project 4 project. Per the PUD requirements, studios require 1 space, 1BR units require 1.5 spaces, and larger units require 2 spaces, plus 10 additional guest spaces; a note in a developer response page mentions that 6 additional parking spaces were added (per a DRB comment) in front of the Clubhouse. This extra parking in this location might detract from a pedestrian friendly environment and encourage auto trips even though the property is well connected to transit and across the street from large retailers. Staff is concerned that the design philosophy is not fully achieved by the parking regimen. In building type 2 and 3, staff feels like the single garage units have wasted space due to the segmenting and internal corridors created (M1.06). Garages that are only accessed from the outside may be a better use of space for families with lots of gear. Bus Stop: There is no bus stop location proposed. In discussions during the 2018 PUD Amendment regarding the valley parcels and transit connections, it was discussed that there would be up to four transit stops (2 in each direction), one of which to be located in the vicinity of this project. Staff suggests that the location be near the western entrance, and pedestrian connections should be enhanced. Access Drive and Street Front: “Access to the building sites will require careful consideration of, among other things, the existing topography, buildings’ solar orientation, and the integration of the present and future public vehicular and pedestrian systems.” “Avoiding the sea of asphalt feel is something that can provide interest to a project at the same time as benefiting the environment.” Conceptual Imagery of Example Treatment for Parking Lots from Exhibit D, Design Guidelines. “All entryways should: provide a sheltered transition to the inside; offer visual clues as to the desired pedestrian circulation; possess inviting features; address the street; relate, in both scale and design style, to the use of the Building.” May 7, 2019 Work Session – Village at Avon Residential Project 5 “North facing entries and outdoor spaces should be carefully considered because of winter conditions.” “All doorway and entryways must provide protection from sloughing snow or ice, be well lit without light pollution, and offer a spot for pedestrians and bicycle traffic to gather.” There are two (2) access drives for the property located roughly 595 feet from each other. The western entrance is surrounded by buildings and looks urban, while the eastern entrance is surrounded by parking and has a more suburban auto-oriented feel. The clubhouse appears to not enthusiastically greet the street. There are few ecological treatments of the type advised by the Conceptual Imagery, except for the bioswale on the east side parking lot is a nice feature. The building 2 and 3 garage-side elevations do not present many inviting features (A3.11 and A3.21). The pedestrian entrances on these buildings do not have inviting features, and the entry features generally turn their back to the street. Landscaping: “Acceptable landscape design will, among other things; retain and promote as much healthy native vegetation as practical, encourage creativity and personalized design of the landscaping, conserve water by creating landscapes where water-wise plants predominate, minimize the use of water-heavy plants and limit water-heavy plants to specific focal areas, limit total irrigation coverage using microclimate responsive design of irrigation systems and their conscientious operation, eradicate and prevent noxious weed infestations, minimize site grading, take into consideration the location and impact on the surrounding area, and respect and enhance the design of the streetscapes.” “The minimum landscaped area required is equal to 20% of the gross site area less the footprint of all approved Buildings.” “Irrigation is required in all formal landscaped areas.” “Any area outside the approved area of construction disturbance is deemed a natural area and is to remain in its natural state.” “All planted areas should not exceed a maximum slope of 2:1 with a minimum of two percent (2%). All grass areas should not exceed a slope of 4:1 with a minimum of two percent (2%).” “Maximum site coverage for all Buildings is 30% or as the DRB recommends. Maximum site coverage for all impervious materials is 50% or as the DRB recommends.” “Surrounding the Buildings and along the public ways (and within ROW), landscape plantings, walks, public lighting, site furnishings, and signage shall create a year-round synergetic, coherent, and environmentally friendly and festive atmosphere.” (L1.1) The project proposes a Landscape Area of 55% and a site coverage (of building and carport) of 17%, but does not measure impervious material coverage. There are no details of landscape buffer at sidewalk. No details on Tot Lot. There are several existing trees on the northern undeveloped slope. The ditch is proposed to be relocated, and staff understands that there must be regrading in this area. Staff suggests a limit of disturbance plan sheet that preserves as many of the trees as possible. While not spelled out in the Design Guidelines, staff suggests the inclusion of an irrigation plan and amended tree soil so there is a minimum planting hole diameter of two (2) times as large as the root ball diameter, with at least 5% organic matter. May 7, 2019 Work Session – Village at Avon Residential Project 6 Four-sided Design: PZC has paid careful attention to Four-Sided Design in recent development applications but it is not part of these Design Guidelines. Staff recommends assessing the function and the appearance of the proposal with this in mind. Building Design, Building Materials and Colors: “Articulation in Building planes should be of a magnitude and dimension that is consistent with the overall scale and massing of the Building, as well as the intent in design and appearance.” Staff is concerned that there are several points where the buildings appear as a continuous mass, with only a cursory nod to articulation. The image of the large, fairly monotonous wall below illustrates this point (A3.01-A3.22). The buildings are on the valley floor and are not proposed with air conditioning, and staff is concerned that without enhanced solar balancing, these buildings will overheat in the summer. The building treatment that fronts the pool deck, a very public space roughly marked with a blue box above, creates minimal visual interest and a lack of a sense of place. Bringing up the finished grade and increasing landscaping at the base of the parking structure would help ground the building and bring the building into further conformance with the “four story” height limitation as well. Scale and Massing: “In some cases residential apartment buildings, are boxy and out of human scale, primarily for economic reasons. The goal is to have the design professional break up the Building massing and add the layering of architectural elements to create a more pleasant presence to the Building user. Traer Creek Plaza has set the standard for mixed-use economically sustainable Buildings that are innovatively designed to eliminate the standard, and out of human scale, Building design. The Plaza has avoided standard boxy architecture altogether, and should be an inspiration to any future Development design. All Buildings must face the street and take suitable measures to minimize its impact on all visible facades. It is encouraged to use elements to break down the out of human scale and boxy architecture and create interest. Covered circulation, shading devices, canopies, Building entries can all be used to accomplish this. The Wal-Mart and The Home Depot canopy design are the standard for diffusing the standard box architecture. Passive solar design as a component of the architectural design of individual Buildings is encouraged.” May 7, 2019 Work Session – Village at Avon Residential Project 7 “Terraced Buildings and parking will minimize site disturbance, provide less costly construction and provide opportunities for privacy and views by grade separation.” The proposal only includes a minimum of terracing on the Clubhouse building, and none to speak of on buildings 2 and 3. The buildings are boxy, and the parapet only adds to the sheer perceived bulk. Staff encourages a reassessment of these points to benefit the project. Windows: “Windows create interest in Building facades and communicate the type of Building and activities that are present. Windows may act as a lantern, establishing activity and vibrancy in the evening streetscape.” (A8.00) Roof Material, Pitch and Pedestrian Protection: “Each Building should utilize green roof technologies while creating a unique expression of quality. It is strongly recommended that all primary roofs are to be “green roofs” or “grass roofs” simple in form and skyline. Roofs may be exterior usable space or a site for photovoltaic or hydronic collectors.” There does not appear to be any green aspect to the roofing. Staff is minimally concerned that these roofs will be visually obtrusive but would appreciate some nod to the design guidelines. However, the roof colors proposed may deviate from the Trash Storage: “Service areas, such as loading bays, recycling areas, dumpsters, compactors, storage areas and large utility equipment (including ground mounted equipment such as power transformers and air handling equipment), must be enclosed, screened, or located such that they are not visible from the streets and adjacent land uses such as pedestrian access ways so that they do not negatively impact the Village by being in the public view.” There is a trash chute and storage proposed in the Clubhouse building within the parking structure. Staff encourages this arrangement to have recycling. Staff is unsure about the trash location or protocol for the other buildings. Exterior Lighting: “Nighttime lighting on a site shall be designed to minimize glare, light trespass and light pollution and to conserve energy and maintain night-time safety.” The proposed lighting plan is complete and provides an appropriate amount of lighting. Snow Removal: “Snow piles are unsightly, are hazards to traffic that can block ingress and egress and view corridors, cause safety issues, cause potential fire hazards, and do not conform to the Design Philosophy.” There is one snow storage area proposed on the northwest corner of the property (L1.2). Staff expects that a more thorough snow removal plan will be in place before the building is constructed. Bicycle Facilities, Mobility and Connectivity: “The Village will share common connectors of vehicular and pedestrian traffic. These links will be connections of similar design details, utilizing both natural and man made design elements.” “Properties must include continued paths, as they cross the landscaped property. This should include a continued theme of plantings that co-exist with existing landscapes along the walking May 7, 2019 Work Session – Village at Avon Residential Project 8 paths. Also, to be included are benches and/or other rest areas for pedestrians, as necessary. Also to be considered are storage areas and equipment for bicycles and other alternative transportation.” “The carefully planned transition between auto and pedestrian is an important element that encourages the use of convenient parking and inviting pedestrian paths.” Paths through the property seem to accomplish the above statements; the paths between this property and adjacent properties may require more attention to accomplish the Design Theme. The drainage basin on the western edge of the property acts as a barricade to pedestrian permeability. The ditch on north side of the property is proposed to be a linear park or soft trail, allowing for connectivity throughout the Village’s valley floor, and a creative connection on the east side encouraged. No bicycle parking is noted on the plans. Development Transitions: “The carefully planned transition between auto and pedestrian is an important element that encourages the use of convenient parking and inviting pedestrian paths.” “The architecture at the Village should create visually pleasing, enjoyable Buildings and structures that create an architecturally vibrant Village. Buildings shall include quality design details and utilize elements of design that will add context and interest to achieve the Design Philosophy. The standard for architectural design shall be Traer Creek Plaza.” “Each Building must be a unique expression that complements the Village by contributing to the fabric as one among many, not to stand alone. The designer is to establish a unique stylistic expression, while using complementary forms of material and color.” While the 2018 PUD amendment made any seamless transition in use between Traer Creek Plaza and Planning Area F unlikely, the transition in form between the Traer Creek development and this proposal is rather abrupt and could be reassessed. Screening: “All roof mounted machinery, vents, fans, etc. will be screened and hidden from sight. All loading and refuse areas, mechanical or utility equipment will be screened.” Besides the 6 foot parapet, no roof or ground mounted mechanical equipment is noted on the plans. Mail room: (M1.02) Staff has no knowledge of mail delivery at the VAA, and wonders if a mail room is the best use of space here. AVAILABLE RECOMMENDATIONS Below is a list of design suggestions taken from the above analysis. Staff suggests PZC discuss these points and any additional suggestions or considerations that could be helpful for the VAA DRB as it reviews this project: 1. Modify the amount of surface and raised parking, boxy design, and lack of visual interest to achieve the Design Philosophy; 2. Include stronger pedestrian connections to the southwest corner of the property in order to connect to a future anticipated bus stop location; 3. Reflect the mountain setting and create more interesting and attractive facades and spaces; 4. Encourage sustainability of the project by modifying roofs and parking; May 7, 2019 Work Session – Village at Avon Residential Project 9 5. Reimagine the parking in front of the Clubhouse to better interact with the street and promote walkability; 6. Include articulation and step-backs or terracing on buildings; 7. Amend tree soil so there is a minimum planting hole diameter of two (2) times as large as the root ball diameter, with at least 5% organic matter; 8. Include the impervious area count; 9. Include an irrigation plan; 10. Provide details for the Tot lot and the landscape buffer between the sidewalk and the road; 11. Include details on landscape buffer and the tot lot; 12. Include bicycle parking in the Clubhouse garage or near the primary pedestrian entrance; 13. Design a pedestrian connection on the west side of the property; 14. Include trash and recycling protocol for all building types; and 15. Update the PUD master plan map to reflect the new proposed property line. Functionality suggestions: 1. Rework the single unit garages to eliminate the internal entrance thus increasing their storage space; 2. Reassess the need for a mail room; and 3. Include a snow removal plan. LINK Development Plan Set: http://avon.org/DocumentCenter/View/19377/Tract-F-Village-at-Avon-Preliminary-Design-For- PZC-Comments PARIKH STEVENS ARCHITECTS 2016CSCOPE OF WORKPROJECT TEAMZONING INFORMATIONVICINITY MAPOWNERPARIKH STEVENS ARCHITECTS3457 RINGSBY CT. #209DENVER, CO 80216ARCHITECT(303) 825-2595(303) 825-2597 FAXLIST OF DRAWINGSJOB NUMBER:DATEISSUECOVERSHEETA0.00CLIENT NAMEMARTIN / MARTIN0101 FAWCETT RD. #260AVON, CO 81620CIVIL ENGINEERENAYAT SCHNEIDER SMITH ENG.3141 WALNUT ST.DENVER, CO 80205STRUCTURAL ENGINEERTEEG8992 E. 5TH PLACEDENVER, CO 80230MECHANICAL & PLUMBINGENGINEERFRONT RANGE ELECTRICALELECTRICAL ENGINEER(720) 904-1234(303) 321-0550(303) 985-05483333 S. WADSWORTH BLVD.LAKEWOOD, CO 80227ZEHREN AND ASSOCIATES48 E. BEAVER CREEK BLVD.AVON, CO 81620LANDSCAPE ARCHITECT(970) 949-0257CONTRACTOR1809SD SET04/01/2019AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620NO. SHEET NAMECURRENTISSUEA2.21b BUILDING 3 - FIRST FLOOR PLAN OPTION 2 04/01/2019A2.22 BUILDING 3 - SECOND FLOOR PLAN 04/01/2019A2.23 BUILDING 3 - THIRD FLOOR PLAN 04/01/2019A2.24 BUILDING 3 - ROOF PLAN 04/01/2019A3.01 BUILDING 1 - ELEVATIONS 04/01/2019A3.02 BUILDING 1 - ELEVATIONS 04/01/2019A3.03 BUILDING 1 - ELEVATIONS 04/01/2019A3.11 BUILDING 2 - ELEVATIONS 04/01/2019A3.12 BUILDING 2 - ELEVATIONS 04/01/2019A3.21 BUILDING 3 - ELEVATIONS 04/01/2019A3.22 BUILDING 3 - ELEVATIONS 04/01/2019A4.00 BUILDING 1 - SECTIONS 04/01/2019A4.01 BUILDING 1 - SECTIONS 04/01/2019A4.02 BUILDINGS 2 & 3 - BUILDING SECTIONS 04/01/2019A4.03 BUILDINGS 2 & 3 - BUILDING SECTIONS 04/01/2019A5.00 ENLARGED PLANS - UNITS 04/01/2019A5.01 ENLARGED PLANS - UNITS 04/01/2019A5.02 ENLARGED PLANS - UNITS 04/01/2019A5.20 ENLARGED VIEWS - PATIOS & BALCONIES 04/01/2019A5.21 ENLARGED VIEWS - PATIOS & BALCONIES 04/01/2019A7.00 STAIR & RAMP PLANS & SECTIONS 04/01/2019A7.02 STAIR & RAMP PLANS & SECTIONS 04/01/2019A8.00 WINDOW TYPES AND SCHEDULE 04/01/2019A8.01 STOREFRONT SCHEDULE 04/01/2019A9.00 INTERIOR DETAILS 04/01/2019A9.02 INTERIOR DETAILS 04/01/2019MECHANICALM0.01 SPECS, ABBRS, LEGEND AND SHEET LOG 04/01/2019M1.01 BUILDING 1 BASEMENT LEVEL 04/01/2019M1.02 BUILDING 1 MAIN FLOOR EAST 04/01/2019M1.03 BUILDING 1 MAIN FLOOR WEST 04/01/2019M1.04 BUILDING 1 UPPER FLOORS EAST 04/01/2019M1.05 BUILDING 1 UPPER FLOORS WEST 04/01/2019M1.06 BUILDING 2 (TYPICAL) 04/01/2019M1.07 BUILDING 3 (TYPICAL) 04/01/2019M2.01 STUDIO AND 1 BEDROOM UNIT PLANS 04/01/2019M2.02 2 BEDROOM UNIT PLANS 04/01/2019M2.03 2BR-4 AND 3 BEDROOM UNIT PLANS 04/01/2019M3.01 EQUIPMENT SCHEDULES 04/01/2019PLUMBINGP0.01 SPECS, ABBRS, LEGEND AND SHEET LOG 04/01/2019P1.01 BUILDING 1 BASEMENT 04/01/2019P1.02 BUILDING 1 FIRST FLOOR EAST 04/01/2019P1.03 BUILDING 1 FIRST FLOOR WEST 04/01/2019P1.04 BUILDING 1 UPPER FLOORS EAST 04/01/2019P1.05 BUILDING 1 UPPER FLOORS WEST 04/01/2019P1.06 BUILDING 2 (TYPICAL) 04/01/2019P1.07 BUILDING 3 (TYPICAL) 04/01/2019P2.01 STUDIO AND 1 BEDROOM UNIT PLANS 04/01/2019P2.02 2 BEDROOM UNIT PLANS 04/01/2019P2.03 2BR-4 AND 3 BEDROOM UNIT PLANS 04/01/2019P3.01 FIXTURE LIST AND DETAILS 04/01/2019ELECTRICALE0.10 ELECTRICAL SPECIFICATIONS, LEGEND, AND SHEET LOG 04/01/2019E0.20 ELECTRICAL ONE LINE DIAGRAM - BUILDING TYPE 1 04/01/2019E0.21 ELECTRICAL ONE LINE DIAGRAM - BUILDING TYPE 2 04/01/2019E0.22 ELECTRICAL ONE LINE DIAGRAM - BUILDING TYPE 3 04/01/2019E0.40 ELECTRICAL SCHEDULES 04/01/2019E1.00 ELECTRICAL SITE PLAN 04/01/2019E1.01 SITE LIGHTING PHOTOMETRIC 04/01/2019E1.02 SITE LIGHTING DETAILS 04/01/2019E3.00 ELECTRICAL UNIT PLAN ENLARGMENTS 04/01/2019E3.01 ELECTRICAL UNIT PLAN ENLARGMENTS 04/01/2019E3.02 ELECTRICAL UNIT PLAN ENLARGMENTS 04/01/2019E3.03 ELECTRICAL UNIT PLAN ENLARGMENTS 04/01/2019NO. SHEET NAMECURRENTISSUEGENERALA0.00 COVER SHEET 04/01/2019A0.01 GENERAL NOTES AND SYMBOLS 04/01/2019A0.02 ACCESSIBILITY - COMMON AREAS 04/01/2019A0.03 ACCESSIBILITY - TYPE "A" UNITS 04/01/2019A0.04 ACCESSIBILITY - TYPE "B" UNITS 04/01/2019A0.05 AREA MATRIX - BUILDING 1 04/01/2019A0.06 AREA MATRIX 04/01/2019A0.07 AREA MATRIX 04/01/2019A0.10 CODE SHEET - BUILDING 1 04/01/2019A0.11 CODE PLANS - BUILDING 1 04/01/2019A0.12 CODE PLANS - BUILDING 1 04/01/2019A0.13 CODE ELEVATIONS - BUILDING 1 04/01/2019A0.14 CODE SHEET - BUILDING 2 04/01/2019A0.15 CODE SHEET - BUILDING 3 04/01/2019A0.20 RENDERINGS - BUILDING 1 04/01/2019A0.21 RENDERINGS - BUILDING 2 04/01/2019A0.22 RENDERINGS - BUILDING 3 04/01/2019A0.30 BUILDING ENVELOPE - BUILDING 1 04/01/2019A0.31 BUILDING ENVELOPE - BUILDING 1 04/01/2019A0.32 BUILDING ENVELOPE - BUILDING 2 04/01/2019A0.33 BUILDING ENVELOPE - BUILDING 3 04/01/2019CIVILC100 CIVIL SITE PLAN 1 04/01/2019C101 CIVIL SITE PLAN 2 04/01/2019C102 CIVIL SITE PLAN 3 04/01/2019LANDSCAPEL1.0 PRELIMINARY LANDSCAPE PLAN 04/01/2019L1.1 ILLUSTRATIVE LANDSCAPE PLAN 04/01/2019L1.2 PRELIMINARY LANDSCAPE ENLARGEMENT 04/01/2019L1.3 PRELIMINARY LANDSCAPE ENLARGEMENT 04/01/2019L1.4 PRELIMINARY LANDSCAPE ENLARGEMENT 04/01/2019ARCHITECTURALA1.00 SYSTEMS SCHEDULE 04/01/2019A1.01 SYSTEMS SCHEDULE 04/01/2019A1.02 SYSTEMS SCHEDULE 04/01/2019A1.03 SYSTEMS SCHEDULE 04/01/2019A1.04 SYSTEMS SCHEDULE 04/01/2019A1.10 SITE PLAN - WEST 04/01/2019A1.11 SITE PLAN - CENTER 04/01/2019A1.12 SITE PLAN - EAST 04/01/2019A1.20 BUILDING 1 - SLAB PLAN BASEMENT 04/01/2019A1.21a BUILDING 1 - SLAB PLAN LEVEL 01 - WEST 04/01/2019A1.21b BUILDING 1 - SLAB PLAN LEVEL 01 - EAST 04/01/2019A1.22a BUILDING 1 - SLAB PLAN LEVEL 02 - WEST 04/01/2019A1.22b BUILDING 1 - SLAB PLAN LEVEL 02 - EAST 04/01/2019A2.00 BUILDING 1 - BASEMENT FLOOR PLAN 04/01/2019A2.01a BUILDING 1 - FIRST FLOOR PLAN - WEST 04/01/2019A2.01b BUILDING 1 - FIRST FLOOR PLAN -EAST 04/01/2019A2.02a BUILDING 1 - SECOND FLOOR PLAN - WEST 04/01/2019A2.02b BUILDING 1 - SECOND FLOOR PLAN - EAST 04/01/2019A2.03a BUILDING 1 - THIRD FLOOR PLAN - WEST 04/01/2019A2.03b BUILDING 1 - THIRD FLOOR PLAN - EAST 04/01/2019A2.04a BUILDING 1 - FOURTH FLOOR - WEST 04/01/2019A2.04b BUILDING 1 - FOURTH FLOOR PLAN - EAST 04/01/2019A2.05a BUIDLING 1 - ROOF PLAN - WEST 04/01/2019A2.05b BUILDING 1 - ROOF PLAN - EAST 04/01/2019A2.10 BUILDING 2 - SLAB PLAN LEVEL 01 04/01/2019A2.11a BUILDING 2 - FIRST FLOOR PLAN 04/01/2019A2.11b BUILDING 2 - FIRST FLOOR PLAN OPTION 2 04/01/2019A2.12 BUILDING 2 - SECOND FLOOR PLAN 04/01/2019A2.13 BUILDING 2 - THIRD FLOOR PLAN 04/01/2019A2.14 BUILDING 2 - ROOF PLAN 04/01/2019A2.20 BUILDING 3 - SLAB PLAN LEVEL 01 04/01/2019A2.21a BUILDING 3 - FIRST FLOOR PLAN 04/01/2019 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING PERMITS, SCHEDULING INSPECTIONS AND PROVIDING MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS ENFORCED BY THE LOCAL AND STATE AGENCIES.2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS FOR THEIR ACCURACY AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION QUESTIONS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION OR ANY RELATED WORK.3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE VARIOUS TRADES.4. THE GENERAL CONTRACTOR SHALL PROTECT NEWLY INSTALLED MATERIAL, MILLWORK AND FINISHES DURING COMPLETION OF WORK. REPLACE ANY ITEMS THAT ARE DAMAGED.5. ANY AND ALL QUESTIONS REGARDING THESE DRAWINGS SHALL BE DIRECTED TO THE ARCHITECT IN WRITING.6. "PROVIDE" SHALL REPRESENT THE REQUIREMENT TO SUPPLY AND INSTALL THE ITEM INDICATED.7. THE CONTRACTOR MUST ADVISE OWNER, PRIOR TO START OF ANY CONSTRUCTION, OF ANY ANTICIPATED DAMAGE TO EXISTING SITE, SITE MATERIALS, BUILDINGS AND PLANT MATERIALS SO THAT THE OWNER MAY ATTEMPT TO REMOVE AND/OR PROTECT THE SAME.8. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY UNFORESEEN EXISTING CONDITIONS, ANY CONTRACTOR'S WORK, WORKMEN, SUBCONTRACTOR'S OR ANY OTHER PERSONS CONNECTED WITH ANY CONSTRUCTION ON THIS WORK.9. DO NOT SCALE DRAWIINGS. ANY DISCREPANCIES ARE TO BE REPORTED TO THE CONTRACT COORDINATOR.10. ALL WORK TO CONFORM TO ALL FEDERAL, STATE, LOCAL CODES AND ORDINANCES, INCLUDING THE AMERICAN'S WITH DISABILITIES ACT (ADA).11. PROVIDE FIRE STOPPING SEALS AT ALL THRU PENETRATIONS AT FIRE RESISTIVE CONSTRUCTION.12. CONTRACTOR TO NOTIFY ARCHITECT OF ANY CONFLICTS BETWEEN ARCHITECT'S DRAWINGS & THOSE OF CONSULTANTS FOR RESOLUTION.13. IT IS ENCOURAGED OF GC & SUBS TO NOTIFY ARCHITECT OF ANY SUGGESTIONS OR COMMENTS REGARDING ANY DETAILING OR NOTES WITHIN THESE DRAWINGS. ALL COMMENTS ARE TO BE DIRECTED TO THE GC & THE GC IS TO COPY ARCHITECT. ANY COMMENTS OR SUGGESTIONS ARE TO BE MADE AS EARLY OR AS SOON AS THEY ARISE.14. PROVIDE PATCHING AT ALL EXISTING FINISHES ADJACENT TO NEW CONSTRUCTION OR DAMAGED DUE TO CONSTRUCTION TO MATCH EXISTING FINISH OR FINISH AS SPECIFIED.15. THE CONTRACTOR SHALL VERIFY EXISTING SITE ELEVATIONS AND PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING.GENERAL NOTES101ROOM NAME101XDOOR TAGEL=Type NameX' -X"WALL TYPE, FLOOR SYSTEM, ROOF SYSTEMXXX.XX1iWINDOW TAGROOM IDENTIFICATIONEQUIPMENT TAGDETAIL REFERENCEDETAIL SECTION DESIGNATIONXXEXTERIOR ELEVATION DESIGNATIONBUILDING SECTION DESIGNATIONXX.XXXX.XXXXINTERIOR ELEVATION DESIGNATIONCENTER LINE DESIGNATIONPROPERTY LINE DESIGNATIONSPOT ELEVATIONRELATIVE HEIGHT DESIGNATIONGRID BUBBLENORTH ARROW/ PROJECT NORTH ARROWX1REVISION NOTE REFERENCEEL=Type NameX' -X"XX.XXXXXDRAWING SYMBOLSNORTHPROJECT NORTHWALL SECTION DESIGNATIONXXX.XXXXX.XXXXX.XXABBREVIATIONS@ATACTACOUSTICAL CEILING TILEAESARCITECTURAL EXPOSED STEELAFFABOVE FINISHED FLOORALTALTERNATEALUMALUMINUMBLDGBUILDINGCIPCAST-IN-PLACECGCORNER GUARDCJCONSTRUCTION JOINTCENTERLINECLGCEILINGCLRCLEARCMUCONCRETE MASONRY UNITCOFCENTER OF FLUECOLCOLUMNCONCCONCRETECOWCENTER OF WALLCTCERAMIC TILECPTCARPETDDDESIGN DEVELOPMENTDIADIAMETERDJDEFLECTION JOINTDSDOWNSPOUTDWGDRAWING(E)EXISTINGEJEXPANSION JOINTELELEVATIONELECTELECTRICALELEVELEVATOREPSEXPANDED POLYSTYRENE FILLEQEQUALFDFLOOR DRAINFECFIRE EXTINGUISHER CABINETFHFINISH HEIGHTFINFINISHFFFINISH FLOORFRFIRE RESISTANTFRPFIBER REINFORCED PLASTICFRTFIRE RETARDANT TREATEDFOFACE OFFVGFIRE VALVE CABINETFXTFIXTURES(S)GALVGALVANIZEDGWBGYPSUM WALL BOARDGCGENERAL CONTRACTORGFRCGLASS FIBER REINFORCED CONCRETEHCHANDICAPPED ACCESSIBLEHDRWHARDWAREHMHOLLOW METALHORIZHORIZONTALHPHIGH POINTHTHEIGHTIDINTERIOR DESIGNISSISSUELPLOW POINTMECHMECHANICALMFRMANUFACTURERMINMINIMUMMTLMETALMRMOISTURE RESISTANCEMWPMETAL WALL PANELNANOT APPLICABLENICNOT IN CONTRACTNTSNOT TO SCALENO / #NUMBEROCON CENTERODOUTSIDE DIAMETEROFCIOWNER FURNISHED, CONTRACTOR INSTALLEDOFOIOWNER FURNISHED, OWNER INSTALLEDOPPOPPOSITE HANDORDOVERFLOW ROOF DRAINPCPRECAST CONCRETEPLAMPLASTIC LAMINATEPLUMBPLUMBINGPLWDPLYWOODPNPROJECT NORTHPTPRESSURE TREATEDPTDPAINTEDRRADIUSRBRUBBER BASERCPREFLECTED CEILING PLANRDROOF DRAINRE:REFER TOREQ'DREQUIREDROROUGH OPENINGROWRIGHT OF WAYRSROUGH SAWNSCSOLID CORESHTSHEETSIMSIMILARSIPSTRUCTURAL INSULATED PANELSSSTAINLESS STEELSTDSTANDARDSTLSTEELSTRUCTSTRUCTURE (STRUCTURAL)TTRANSFORMERTGTEMPERED GLASSTOTOP OFTOBTOP OF BEAMTOCTOP OF CONCRETETODTOP OF DECKTORDTOP OF ROOF DECKTOFDTOP OF FLOOR DECKTOFFTOP OF FINISH FLOORTOPTOP OF PARAPETTORTOP OF RAILTOSTOP OF STEELTYPTYPICALUNOUNLESS NOTED OTHERWISEVCTVINYL COMPOSITION TILEVERTVERTICALVIFVERIFY IN FIELDW/WITHWDWOODW/OWITHOUTWPWATERPROOFINGWWFWELDED WIRE FABRICPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620GENERAL NOTES ANDSYMBOLSA0.01SD SET04/01/2019 CONTROL WALLHEAD WALL6" MAX.38" MIN.30" MAX.38" MIN.6" MIN.BACK SIDE WALLCONTROL AREATUBSSEAT WALLBACK WALLCONTROL WALL8" MIN.26" MIN.24" MIN.38" MIN.30" MAX.MAX1' - 3"MIN38"MAX48"CONTROL AREASHOWER34"T.O. SINKRIMSUPPORT PANEL BEYOND (AS NEEDED)REMOVABLE BASE CABINETINSULATE OR PROTECT PIPESKNEE AND TOE CLEARANCE TO BE MAINTAINED6"8"9"16"2"4" BACKSPLASHPROVIDE 1x2 TRIM AT SIDE OF CABINET FOR COUNTERTOP SUPPORT, PAINT (AS NEEDED)EXTEND FINISH MATERIALS AT FLOOR AND WALL UNDER REMOVABLE CABINET33" MIN WIDE REMOVABLE CABINET FRONT & BASEREMOVABLE CABINETMIN.30" CLEART.O. SINKRIM34"20"42"KITCHEN CABINET SECTION4"44"TO C.L.TYP. ACCESSIBLE CLOSET STORAGE REACH RANGECLOSET SHELF; PROVIDE ADJUSTABLE TRACKS FOR SHELVING TO ACHIEVE BOTH ACCESSIBLE AND STANDARD HEIGHTS. 40" MIN, 80" MAXTRACK ALLOWSBLOCKING AND CONTROL AREAS IN BATHROOMSSCALE: 1/4" = 1'-0"TYPE 'A' UNIT DETAILS34"4"MIRROR42"4"T.O. SINKRIMVANITY LIGHT FIXTURE,RE: ELECTRICALTYP. BATHROOM SECTIONTYPICAL BATH CABINET HEIGHTS1/4" = 1'-0"36"36"OUTLETS TO BE 12" FROM CORNER OF COUNTERTOPOUTLET LOCATIONSSCALE: 1/4" = 1'-0"17"-19"ACCESSIBLETOILET, SEAT @ 17"-19" AFFTYPICAL FIXTURE MOUNTING HEIGHTSSCALE: 1/4" = 1'-0" BETWEEN 48"- 60" A.F.F.ALL FIXTURESPERMANENT SIGNAGE38"44" TO CLWALL PHONEELEC. LIGHT SWITCHTHERMOSTATCL18" TOELECTRIC OUTLETTELEPHONE OUTLETTYP. TOWEL BAR44"TYPICAL MOUNTING HEIGHTSSCALE: 1/4" = 1'-0"REMOVABLE CABINET DETAIL @ KITCHEN & BATHSCALE: 1/4" = 1'-0"CLEAR FLOOR AREASSCALE: 1/4" = 1'-0"CLEAR FLOOR AREA30"48"CIRCULAR SPACEø 60"T-SHAPED SPACE60"60"36"24"12"36"12"TYPE A UNIT NOTESACCESSIBLE SPECIFICATIONS:KITCHEN COUNTER 26" MIN.27"30" MAX.30" MAX.MIN. 38"56" MIN.44" MIN. 38" MIN.BACK WALLSIDE WALL37" MAX.44" MIN.23" MIN.WATER CLOSETS18"LEGEND:BLOCKING AREACONTROL AREA60"43"PEEP HOLETYPE A UNIT DOOR THRESHOLDSCONTROL WALLHEAD WALL18"6"33"33"6"18"4"BACK SIDE WALLCONTROL AREATUBSGRAB BAR LOCATIONS IN BATHROOMSSCALE: 1/4" = 1'-0"42"6"24"33" MIN/36" MAXBACK WALLSIDE WALL41"18"WATER CLOSETS12"12"33" MIN/36" MAX3"12" MAX36"12"24"THIS SHEET APPLIES TO TYPE A ACCESSIBLE UNITS.TO TOP OF GRAB BARTO TOP OF GRAB BAR1. AN ACCESSIBLE ROUTE SHOULD CONNECT ALL AREAS OF A TYPE A UNIT.2. WALKING SURFACES SHALL NOT HAVE VARIATIONS EXCEEDING ¼”. 3. ALL TYPE A DWELLINGS MUST BE LOCATED ON AN ACCESSIBLE ROUTE.4. AT DOORS INTENDED FOR HUMAN PASSAGE, AN 18”MANEUVERING CLEARANCE SHALL BE PROVIDED ON THE PULL SIDE MEASURED FROM LATCH SIDE DOOR JAMB TO ADJACENT WALL. A 12”MANEUVERING CLEARANCE SHALL BE PROVIDED ON THE PUSH SIDE OF SUCH DOORS (ONLY THOSE PROVIDED WITH CLOSERS) MEASURED FROM LATCHSIDE DOOR JAMB TO ADJACENT WALL.5. ALL ROOMS INTENDED FOR HUMAN ENTRY SHALL HAVE A 60”DIAMETER CIRCLE AVAILABLE FOR WHEELCHAIR MANEUVERABILITY.6. ALL DOORS INTENDED FOR HUMAN PASSAGE SHALL HAVE MIN. CLEAR OPENING OF 32" MEASURED FROM DOOR JAMB TO DOOR LEAF OPEN IN 90 DEGREE POSITION. ALL SUCH DOORS SHALL BE PROVIDED WITH LEVER STYLE HARDWARE COMPLYING WITH ICC/ANSI A117.1.7. THRESHOLDS AT ALL SWINGING DOORS SHALL BE ADA COMPLIANT. SEE DIAGRAMS.8. THRESHOLDS AT SLIDING DOORS SHALL HAVE A HEIGHT DIFFERENTIAL OF ¾”MAX WITH A MAX 1:2 BEVEL. SEE DIAGRAMS.9. IN BATHROOMS, THE TOILET SHALL BE LOCATED SUCH THAT THE CL OF THE TOILET IS 18”AWAY FROM THE SIDEWALL. THE TOILET SHALL BE LOCATED SUCH THAT THE CL OF THE TOILET IS AT LEAST 18”AWAY FROM THE SIDE FACE OF A VANITY CABINET. THE TOILET SHALL BE BETWEEN 17”AND 19”TALL MEASURED FROM FINISH FLOOR TO TOP OF SEAT. TOILET FLUSH CONTROLS TO COMPLY WITH ANSI 1003.11.7.4.10. A 36”x 36”SHOWER SHALL MEAN 36”x 36”CLEAR DIMENSION AS MEASURED FROM FACE OF TILE TO FACE OF TILE. A 36”x 36”SHOWER PAN SHALL NOT BE ALLOWED AS IT WOULD RESULT IN A SHORTER CLEAR DIMENSION.11. GRAB BAR REINFORCEMENTS SHALL BE PROVIDED IN ALL BATHROOMS. SEE DIAGRAMS.12. TUB BOTTOMS SHALL HAVE NON-SLIP SURFACES.13. THE BATHROOM AND KITCHEN SINKS SHALL HAVE REMOVABLE BASE CABINETS. THE SINKS SHALL BE SELF-SUPPORTING AND THE FLOOR BENEATH THE REMOVABLE CABINETS SHALL BE FINISHED. SEE DIAGRAM. EXPOSED HOT WATER PIPES AND WASTE PIPES SHALL BE COVERED IN PROTECTIVE SHEATHING TO PREVENT SCALDING.14. ALL APPLIANCES (LAUNDRY & KITCHEN) AND SINKS (KITCHEN AND BATHROOM) SHALL HAVE A 30”X48”MANEUVERING AREA LOCATED PARALLEL TO AND CENTERED ON THE APPLIANCE OR SINK. EXCEPT THAT A PERPENDICULAR APPROACH IS ALLOWED AT KITCHEN AND BATHROOM SINKS AS LONG AS KNEE CLEARANCE IS PROVIDED BELOW THE SINK. SEE DIAGRAMS.15. IN GALLEY KITCHENS, THERE SHALL BE A 40”MINIMUM CLEARANCE BETWEEN ALL OPPOSING WALLS, CABINETS, COUNTERTOPS, & APPLIANCES. IN U-SHAPED KITCHENS, THERE SHALL BE A 60”MINIMUM CLEARANCE BETWEEN ALL OPPOSING WALLS, CABINETS, COUNTERTOPS, & APPLIANCES.16. OUTLETS MUST BE LOCATED 12" MIN. FROM INSIDE CORNER OF KITCHEN COUNTERS. SEE DIAGRAM.17. VANITY CABINETS SHALL BE 34”HIGH MEASURED FROM FINISHED FLOOR TO THE TOP OF SINK RIM.18. KITCHEN SINKS SHALL BE SHALLOW TO ALLOW 27”VERTICAL CLEARANCE AND HAVE CORNER DRAINHOLES TO ENSURE THAT DISPOSALS UNITS DO NOT ENCROACH INTO KNEE CLEARANCE AREA.19. A 30”WIDE WORK AREA SHALL BE PROVIDED IN THE KITCHEN WITH KNEE AND TOE CLEARANCE PROVIDED UNDERNEATH.20. ALL KITCHEN COUNTERS SHALL BE 34”HIGH MEASURED FROM FINISH FLOOR TO THE TOP OF KITCHEN SINK RIM.21. ALL KITCHEN WALL CABINETS SHALL BE MOUNTED SO THAT THE TOP OF THE BOTTOM SHELF SHALL BE AT 48”ABOVE FINISH FLOOR.22. DOOR PULLS AND HANDLES SHALL BE MOUNTED LOW FOR HIGH CABINETS AND HIGH FOR BASE CABINETS.23. ALL APPLIANCES & PLUMBING FIXTURES SHALL BE ADA COMPLIANT. RANGES AND COOKTOPS SHALL HAVE ALL CONTROLS LOCATED IN THE FRONT. SEPARATE SWITCH LOCATED WITHIN REACH RANGE SHALL BE PROVIDED FOR THE RANGE HOOD. ABOVE RANGE MICROWAVE/HOOD COMBOS SHALL NO BE ALLOWED. STANDALONE MICROWAVES SHALL BE PROVIDED.24. SIDE-BY-SIDE LAUNDRY UNITS SHALL BE PROVIDED, STACKED UNITS SHALL NOT BE ALLOWED.25. CLOSET RODS AND TOWEL BARS SHALL BE MOUNTED ON ADJUSTABLE SHELVES 48”AFF. SEE DIAGRAM.26. ALL WINDOW OPERABILITY CONTROLS SHALL BE LOCATED WITHIN 48”AFF.27. NOT USED.28. PROVIDE ADDITIONAL PEEPHOLE AT 43" A.F.F. AT ENTRY DOORS FOR ALL TYPE A UNITS.29. ALL CONTROLS SUCH AS SWITCHES, OUTLETS, THERMOSTATS, ETC. SHALL BE MOUNTED BETWEEN 48”AND 15”. SEE DIAGRAMS FOR EXACT MOUNTING HEIGHTS ASSOCIATED WITH VARIOUS ITEMS. THE VERTICAL HEIGHT SHALL BE MEASURED FROM FINISH FLOOR TO THE ACTUAL CONTROLLING ELEMENT, NOT TO THE CENTER OF JUNCTION BOX.30. NO CONTROL SHALL BE HARD TO GRIP AND SHALL NOT REQUIRE AN OPENING FORCE IN EXCESS OF 5 LBS.31. PROVIDE GRAB BARS FOR ALL TUBS AND WATER CLOSETS32. ALL SIGNAGE SHALL COMPLY WITH ADA REQUIREMENTS INCLUDING BUT NOT LIMITED TO FONT, BRAILLE, MOUNTING HEIGHT, ETC.REFER TO A9 SERIES INTERIOR DETAILS FOR ADD'L INFOTYPICAL ELECTRICAL PANELHIGHEST CONTROL47" T.O.12"OUTLETS TO BE 12" FROM INSIDE CORNER OR 15" FROM FRONT OF COUNTERTOPOUTLET LOCATIONSSCALE: 1/4" = 1'-0"BATHROOM COUNTER 12"OUTLETS TO BE 12" FROM CORNER OF LINEN CLOSETLIN15"18"12"112PUSH SIDE CLEARANCE NOT REQ'D IF DOOR DOES NOT HAVE CLOSERDIFFERENT CLEARANCE MAY BE REQ'D IF DOOR APPROACH IS NOT 'FORWARD'48"60"DOOR MANEUVERING CLEARANCESCALE: 1/4" = 1'-0"TYPE 'A' UNIT ENTRYFINISH FLOOR INTERIORFINISH FLOOR EXTERIOR2% SLOPE3/4" MAX.3/4" MAX.PROVIDE RIPPED CEDAR WEDGE W/ 1:2 SLOPE. WEDGE TO BE SEALED ON ALL SIDES AND ADHERED TO FLOOR. SEE NOTE.FLOAT FLOOR FINISH AS REQUIRED TO LIMIT DISTANCE FROM FLOOR FINISH TO TOP OF THRESHOLD TO 3/4".SLIDING DOOR THRESHOLDNOTE: RIPPED CEDAR IS ONLY REQUIRED IF DISTANCE FROM FLOOR FINISH TO TOP OF THRESHOLD EXCEEDS 1/4".FINISH FLOOR INTERIORFINISH FLOOR EXTERIOR2% SLOPE1/4" MAX.1/2" MAX.1/4" MAX.1/2" MAX.ADDITIONAL 1/4" @ 1:2 SLOPEADA THRESHOLDFLOAT FLOOR FINISH AS REQUIRED TO LIMIT DISTANCE FROM FLOOR FINISH TO TOP OF THRESHOLD TO 1/2"PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620ACCESSIBILITY -TYPE "A"UNITSA0.03SD SET04/01/2019SCALE:6" = 1'-0"SLIDING DOOR THRESHOLDSCALE:6" = 1'-0"SWING DOOR THRESHOLD TYPICAL MOUNTING HEIGHTSSCALE: 1/4" = 1'-0"TYP. CLOSET STORAGE REACH RANGECLOSET SHELF60" MAX.18"36"20"TYP. KITCHEN CABINET SECTION4"BASE CABINETUPPER CABINETTYPE 'B' UNIT DETAILSCLEAR FLOOR AREASSCALE: 1/4" = 1'-0"CLEAR FLOOR AREA30"48"TYPE B UNIT NOTES30" MAX.32" MIN. 38" MIN.BACK WALLSIDE WALLWATER CLOSETS18 1/2"15 3/4"8"14"CL OF SWING-UP GRAB BARCONTROL WALLHEAD WALL6" MAX.38" MIN.30" MAX.38" MIN.6" MIN.BACK SIDE WALLCONTROL AREATUBSSEAT WALLBACK WALLCONTROL WALL8" MIN.26" MIN.24" MIN.38" MIN.30" MAX.MAX1' - 3"MIN38"MAX48"CONTROL AREASHOWERBLOCKING AND CONTROL AREAS IN BATHROOMSSCALE: 1/4" = 1'-0"34"4"MIRROR42"4"T.O. SINKRIMVANITY LIGHT FIXTURE,RE: ELECTRICALTYP. BATHROOM SECTIONTYPICAL BATH CABINET HEIGHTS1/4" = 1'-0"36"36"OUTLETS TO BE 12" FROM CORNER OF COUNTERTOPOUTLET LOCATIONSSCALE: 1/4" = 1'-0"17"-19"ACCESSIBLETOILET, SEAT @ 17"-19" AFFTYPICAL FIXTURE MOUNTING HEIGHTSSCALE: 1/4" = 1'-0" BETWEEN 48"- 60" A.F.F.ALL FIXTURESPERMANENT SIGNAGE38"44" TO CLWALL PHONEELEC. LIGHT SWITCHTHERMOSTATCL18" TOELECTRIC OUTLETTELEPHONE OUTLETTYP. TOWEL BAR44"KITCHEN COUNTER 26" MIN.60"56"LEGEND:BLOCKING AREACONTROL AREATYPE B UNIT DOOR THRESHOLDSCONTROL WALLHEAD WALLBACK SIDE WALLTUBSGRAB BAR LOCATIONS IN BATHROOMSSCALE: 1/4" = 1'-0"33"12"36"33"CONTROL AREATHIS SHEET APPLIES TO TYPE B UNITS.1. AN ACCESSIBLE ROUTE SHOULD CONNECT ALL AREAS OF A TYPE B UNIT EXCEPT FOR RAISED OR SUNKEN AREAS OF LIVING ROOMS AND BEDROOMS, AND MEZZANINES.2. WALKING SURFACES SHALL NOT HAVE VARIATIONS EXCEEDING ¼”. EXCEPT THAT A 4”DROP IS ALLOWED OUTSIDE A DOOR LEADING TO AN EXTERIOR IMPERVIOUS BALCONY OR PATIO.3. AT THE MAIN UNIT ENTRY DOOR, AN 18”MANEUVERING CLEARANCE SHALL BE PROVIDED ON THE PULL SIDE MEASURED FROM LATCH SIDE DOOR JAMB TO ADJACENT WALL.4. ALL TYPE B DWELLINGS MUST BE LOCATED ON AN ACCESSIBLE ROUTE.5. ALL DOORS INTENDED FOR HUMAN PASSAGE SHALL HAVE MIN. CLEAR OPENING OF 32" MEASURED FROM DOOR JAMB TO DOOR LEAF OPEN IN 90 DEGREE POSITION. ALL SUCH DOORS SHALL BE PROVIDED WITH LEVER STYLE HARDWARE COMPLYING WITH ICC/ANSI A117.1.6. THRESHOLDS AT ALL SWINGING DOORS SHALL BE ADA COMPLIANT. SEE DIAGRAMS.7. THRESHOLDS AT SLIDING DOORS SHALL HAVE A HEIGHT DIFFERENTIAL OF ¾”MAX WITH A MAX 1:2 BEVEL. SEE DIAGRAMS.8. GRAB BAR REINFORCEMENTS SHALL BE PROVIDED IN ALL BATHROOMS. SEE DIAGRAMS.9. TUB BOTTOMS SHALL HAVE NON-SLIP SURFACES.10. IN BATHROOMS, THE TOILET SHALL BE LOCATED SUCH THAT THE CL OF THE TOILET IS AT LEAST 18 1/2”AWAY FROM THE SIDEWALL OR THE TUB. THE TOILET SHALL BE LOCATED SUCH THAT THE CL OF THE TOILET IS AT LEAST 15”AWAY FROM THE SIDE FACE OF A VANITY CABINET.11. IN BATHROOMS, THE VANITY SINK SHALL BE LOCATED SUCH THAT THE CL OF THE SINK IS AT LEAST 24”AWAY FROM THE ADJACENT WALL. SEE TYPICAL BATHROOM LAYOUT DIAGRAM.12. KITCHEN CABINETS SHALL BE STANDARD 36”HIGH.13. ALL APPLIANCES (LAUNDRY & KITCHEN) AND SINKS (KITCHEN AND BATHROOM) SHALL HAVE A 30”X48”MANEUVERING AREA LOCATED PARALLEL TO AND CENTERED ON THE APPLIANCE OR SINK. EXCEPT THAT A PERPENDICULAR APPROACH IS ALLOWED AT KITCHEN AND BATHROOM SINKS AS LONG AS KNEE CLEARANCE IS PROVIDED BELOW THE SINK. SEE DIAGRAMS.14. VANITY CABINETS SHALL BE 34”HIGH MEASURED FROM FINISHED FLOOR TO THE TOP OF SINK RIM.15. ALL CONTROLS SUCH AS SWITCHES, OUTLETS, THERMOSTATS, ETC. SHALL BE MOUNTED BETWEEN 48”AND 15”. SEE DIAGRAMS FOR EXACT MOUNTING HEIGHTS ASSOCIATED WITH VARIOUS ITEMS. THE VERTICAL HEIGHT SHALL BE MEASURED FROM FINISH FLOOR TO THE ACTUAL CONTROLLING ELEMENT, NOT TO THE CENTER OF JUNCTION BOX.16. IN GALLEY KITCHENS, THERE SHALL BE A 40”MINIMUM CLEARANCE BETWEEN ALL OPPOSING WALLS, CABINETS, COUNTERTOPS, & APPLIANCES. IN U-SHAPED KITCHENS, THERE SHALL BE A 60”MINIMUM CLEARANCE BETWEEN ALL OPPOSING WALLS, CABINETS, COUNTERTOPS, & APPLIANCES.17. OUTLETS MUST BE LOCATED 12" MIN. FROM INSIDE CORNER OF KITCHEN COUNTERS. SEE DIAGRAM.18. NO CONTROL SHALL BE HARD TO GRIP AND SHALL NOT REQUIRE AN OPENING FORCE IN EXCESS OF 5 LBS.19. PROVIDE GRAB BARS AT ALL TUBS.30"38"42"TYPICAL ELECTRICAL PANELHIGHEST CONTROL47" T.O.12"OUTLETS TO BE 12" FROM INSIDE CORNER OR 15" FROM FRONT OF COUNTERTOPOUTLET LOCATIONSSCALE: 1/4" = 1'-0"BATHROOM COUNTER 12"OUTLETS TO BE 12" FROM CORNER OF LINEN CLOSETLIN15"18"12"112PUSH SIDE CLEARANCE NOT REQ'D IF DOOR DOES NOT HAVE CLOSERDIFFERENT CLEARANCE MAY BE REQ'D IF DOOR APPROACH IS NOT 'FORWARD'48"60"DOOR MANEUVERING CLEARANCESCALE: 1/4" = 1'-0"TYPE 'B' UNIT ENTRYFINISH FLOOR INTERIORFINISH FLOOR EXTERIOR (PERVIOUS)2% SLOPE3/4" MAX.3/4" MAX.PROVIDE RIPPED CEDAR WEDGE W/ 1:2 SLOPE. WEDGE TO BE SEALED ON ALL SIDES AND ADHERED TO FLOOR. SEE NOTE.FLOAT FLOOR FINISH AS REQUIRED TO LIMIT DISTANCE FROM FLOOR FINISH TO TOP OF THRESHOLD TO 3/4".FINISH FLOOR EXTERIOR (IMPERVIOUS)4" MAX.2% SLOPESLIDING DOOR THRESHOLDEXCEPTION: AT IMPERVIOUS DECKS, DISTANCE MAY BE 4" MAX. AND NO WEDGE WOULD BE REQUIRED.NOTE: RIPPED CEDAR IS ONLY REQUIRED IF DISTANCE FROM FLOOR FINISH TO TOP OF THRESHOLD EXCEEDS 1/4".FINISH FLOOR INTERIORFINISH FLOOR EXTERIOR (PERVIOUS)2% SLOPEFLOAT FLOOR FINISH AS REQUIRED TO LIMIT DISTANCE FROM FLOOR FINISH TO TOP OF THRESHOLD TO 1/2".FINISH FLOOR EXTERIOR (IMPERVIOUS)1/4" MAX.1/2" MAX.1/4" MAX.1/2" MAX.ADDITIONAL 1/4" @ 1:2 SLOPEADA RATED THRESHOLD2% SLOPE4"EXCEPTION: AT IMPERVIOUS DECKS, DISTANCE MAY BE 4" MAX. PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620ACCESSIBILITY -TYPE "B"UNITSA0.04SD SET04/01/2019SCALE:6" = 1'-0"SLIDING DOOR THRESHOLDSCALE:6" = 1'-0"SWING DOOR THRESHOLD GROSS AREASUNITS (RENTABLE)44,439 SFUNIT SUMMARY1 BEDROOM UNITS2 BEDROOM UNITS1 BEDROOM TYPE A UNITSTOTAL BEDROOMSTOTAL BATHROOMS2 BEDROOM TYPE A UNITS33100912118TOTAL UNITS60STUDIO UNITS153 BEDROOM UNITS6PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620AREA MATRIX -BUILDING 1A0.05SD SET04/01/2019AREA MATRIX - UNITS - GROSS RENTABLE - SINGLE BUILDINGUNIT NO. UNIT TYPE RENTABLEMEZZANINERENTABLETOTALRENTABLEBEDROOMS BATHROOMS STUDIO Mezzanine TYPE A LevelLEVEL 02U201 1BRb 652 SFLEVEL 02U202 STUDIO A 426 SFLEVEL 02U203 2BRc 1005 SFLEVEL 02U204 1BRb 652 SFLEVEL 02U205 STUDIO A 425 SFLEVEL 02U206 1BRb 656 SFLEVEL 02U207 STUDIO A 426 SFLEVEL 02U208 1BRb 658 SFLEVEL 02U209 STUDIO A 426 SFLEVEL 02U210 STUDIO A 420 SFLEVEL 02U211 1BRb 656 SFLEVEL 02U212 2BRb 934 SFLEVEL 02U213 1BRb 656 SFLEVEL 02U214 1BRa - TYPE A 619 SF1 LEVEL 02U215 2BRb 930 SFLEVEL 02U216 2BRd 978 SFLEVEL 02U217 2BRb 925 SFLEVEL 02U218 3BR 1187 SFLEVEL 02U219 2BRa - TYPE A 995 SFLEVEL 02U220 3BR 1187 SF1 LEVEL 02LEVEL 03U301 1BRb 652 SFLEVEL 03U302 STUDIO A 426 SFLEVEL 03U303 2BRc 1005 SFLEVEL 03U304 1BRb 652 SFLEVEL 03U305 STUDIO A 425 SFLEVEL 03U306 1BRb 656 SFLEVEL 03U307 STUDIO A 426 SFLEVEL 03U308 1BRb 658 SFLEVEL 03U309 STUDIO A 426 SFLEVEL 03U310 STUDIO A 420 SFLEVEL 03U311 1BRb 656 SFLEVEL 03U312 2BRb 934 SFLEVEL 03U313 1BRb 656 SFLEVEL 03U314 1BRa - TYPE A 619 SF1 LEVEL 03U315 2BRb 930 SFLEVEL 03U316 2BRd 978 SFLEVEL 03U317 2BRb 925 SFLEVEL 03U318 3BR 1187 SFLEVEL 03U319 2BRa - TYPE A 995 SF1 LEVEL 03U320 3BR 1187 SFLEVEL 03LEVEL 04U401 1BRb 652 SFLEVEL 04U402 STUDIO A 426 SFLEVEL 04U403 2BRc 1005 SFLEVEL 04U404 1BRb 652 SFLEVEL 04U405 STUDIO A 425 SFLEVEL 04U406 1BRb 656 SFLEVEL 04U407 STUDIO A426 SFLEVEL 04U408 1BRb658 SFLEVEL 04U409 STUDIO A426 SFLEVEL 04U410 STUDIO A420 SFLEVEL 04U411 1BRb656 SFLEVEL 04U412 2BRb934 SFLEVEL 04U413 1BRb656 SFLEVEL 04U414 1BRa - TYPE A 619 SF1LEVEL 04U415 2BRb930 SFLEVEL 04U416 2BRd978 SFLEVEL 04U417 2BRb925 SFLEVEL 04U418 3BRb1187 SFLEVEL 04U419 2BRa - TYPE A 995 SF1LEVEL 04U420 3BR1187 SFLEVEL 04AREA MATRIX - COMMON - GROSS RENTABLENO. NAME AREALEVEL B1 BASEMENT001 GARAGE 8750 SF002 STORAGE 299 SF003 POOL EQIP. 305 SF007 CENTRAL ELEVATOR 65 SF008 WEST STAIR 155 SFLEVEL 01104 CIRCULATION 628 SF105 AMENITY 3219 SF106 TRASH 571 SF107 CENTRAL ELEVATOR 66 SF108 WEST STAIR 155 SF109 CONF. 145 SF110 MANAGER 145 SF112 BATHROOM 194 SF113 FITNESS 1076 SF114 BIKE & SKI TUNING 204 SF115 MAINTANENCE 161 SF116 STORAGE 455 SF117 WATER / FIRE 222 SF118 GARAGE 13693 SF121 MAIL 312 SF GROSS AREASUNITS (RENTABLE)20,008 SFUNIT SUMMARY1 BEDROOM UNITS2 BEDROOM UNITS1 BEDROOM TYPE A UNITSTOTAL BEDROOMSTOTAL BATHROOMS2 BEDROOM TYPE A UNITS0035351510TOTAL UNITS5STUDIO30PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620AREA MATRIX -BUILDING 2A0.06SD SET04/01/2019AREA MATRIX - UNITS - GROSS RENTABLE - SINGLE BUILDINGUNIT NO. UNIT TYPE RENTABLEMEZZANINERENTABLETOTALRENTABLEBEDROOMS BATHROOMS STUDIO TYPE ALEVEL 01U101A 2BRe 952 SFU101B 1BRc 608 SFU101C 1BRc 608 SFU102A 1BRc 608 SFU102B STUDIO B 437 SFU102C 2BRe 952 SFLEVEL 02U201A 2BRe 952 SFU201B 1BRc 612 SFU201C 1BRc 612 SFU202A 1BRc 612 SFU202B STUDIO B 441 SFU202C 2BRe 952 SFU203A 2BRe 961 SFU203B 1BRc 618 SFU203C 1BRc 618 SFU204A 1BRc 618 SFU204B STUDIO B 445 SFU204C 2BRe 961 SFLEVEL 03U202G 1BRc 618 SFU301A 2BRe 952 SFU301B 1BRc 612 SFU301C 1BRc 612 SFU302A 1BRc 612 SFU302B STUDIO B 441 SFU302C 2BRe 952 SFU303A 2BRe 961 SFU303B 1BRc 618 SFU304A 1BRc 618 SFU304B STUDIO B 445 SFU304C 2BRe 961 SFAREA MATRIX - COMMON - GROSS RENTABLENO. NAME AREALEVEL 01102B GARAGE 367 SF102C GARAGE 367 SF103A GARAGE 325 SF103B GARAGE 273 SF103C GARAGE 273 SF104A GARAGE 260 SF104B GARAGE 421 SF104C GARAGE 290 SF105A STORAGE 235 SF105B UTILITY 16 SF105C GARAGE 265 SF106A WATER & FIRE 45 SF106C GARAGE 322 SF107A GARAGE 273 SF108A GARAGE 367 SFLEVEL 02202A STORAGE 129 SF202B STORAGE 129 SF202C STORAGE 129 SFLEVEL 03302A STORAGE 129 SF302B STORAGE 129 SF302C STORAGE 129 SF PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620PROJECT MATRIXA0.07 GROSS AREASUNITS (RENTABLE)15,670 SFUNIT SUMMARY1 BEDROOM UNITS2 BEDROOM UNITS1 BEDROOM TYPE A UNITSTOTAL BEDROOMSTOTAL BATHROOMS2 BEDROOM TYPE A UNITS002929119TOTAL UNITS20PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620AREA MATRIX -BUILDING 3A0.08SD SET04/01/2019AREA MATRIX - UNITS - GROSS RENTABLE - SINGLE BUILDINGUNIT NO. UNIT TYPE RENTABLEMEZZANINERENTABLETOTALRENTABLEBEDROOMS BATHROOMS STUDIO TYPE ALEVEL 01U101A 2BRe 952 SFU101B 1BRc 609 SFU102A 1BRc 609 SFU102B 2BRe 952 SFLEVEL 02U201A 2BRe 952 SFU201B 1BRc 609 SFU202A 1BRc 609 SFU202B 2BRe 952 SFU203A 2BRe 961 SFU203B 1BRc 615 SFU204A 1BRc 615 SFU204B 2BRe 961 SFLEVEL 03U301A 2BRe 952 SFU301B 1BRc 609 SFU302A 1BRc 609 SFU302B 2BRe 952 SFU303A 1BRc 961 SFU303B 1BRc 615 SFU304A 1BRc 615 SFU304B 2BRe 961 SFAREA MATRIX - COMMON - GROSS RENTABLENO. NAME AREALEVEL 01102B GARAGE 367 SF102C GARAGE 273 SF103A GARAGE 330 SF103C GARAGE 284 SF104A GARAGE 256 SF104C GARAGE 256 SF105A STORAGE 235 SF105C GARAGE 330 SF106A WATER & FIRE 45 SF107A GARAGE 273 SF108A GARAGE 367 SFLEVEL 02202A STORAGE 124 SF202B STORAGE 124 SFLEVEL 03302A STORAGE 124 SF302B STORAGE 124 SF LEVEL 01100' -0"LEVEL 02114' -6"LEVEL 03125' -2"LEVEL 04135' -10"TRUSS BEARING146' -6"LEVEL 01 + 2' -6"COMMON GARAGE102' -6"LEVEL B1BASEMENT92' -6"STUDIO AU402STUDIO AU302STUDIO AU202CORRIDOR441CORRIDOR341CORRIDOR2412BRcU2032BRcU3032BRcU40311122344551A4.001A4.00T.O. PARAPET153' -0"LEGEND1 HR PARTITION2 HR FIRE BARRIERREFERENCE NOTESTYPICAL RESIDENTIAL DEMISING WALLS ARE 1 HOUR RATED FIRE PARTITIONS WITH 20 MINUTE RATED DOORSNON-BEARING EXTERIOR WALLS ARE NON-RATED. ALL WOOD IN EXTERIOR WALLS IS FRTL.PODIUM @ LEVEL 2 IS TO BE RATED FOR 3 HOUR FIRE RESISTANCE FOR HORIZONTAL SEPERATION BETWEEN WOOD FRAMED TYPE V-A CONSTRUCTION AND TYPE I-A CONSTRUCTION123EXITEGENERAL NOTES1. ALL STRUCTURAL SYSTEMS IN TYPE V-A WOOD FRAMED CONSTRUCTION INCLUDING BEARING WALLS, FLOORS, AND ROOFS ARE RATED FOR 1 HOUR FIRE RESISTANCE2. WALLS DESIGNATED AS FIRE PARTITIONS ARE PERMITTED TO TERMINATE AT THE RATED CEILING, BUT THE SPACE BETWEEN THE CEILING AND FLOOR SHEATHING ABOVE MUST BE FIREBLOCKED OR DRAFTSTOPPED.3. PODIUM AT LEVEL 2 IS TO BE RATED FOR 3 HOUR FIRE RESISTANCE.3 HR FIRE RATED CONSTRUCTION4. ALL STRUCTURAL SYSTEMS IN TYPE I-A CONSTRUCTION INCLUDING BEARING WALLS, FLOORS, AND ROOFS ARE RATED FOR 3 HOUR FIRE RESISTANCE.ALL STRUCTURAL SYSTEMS IN TYPE V-A WOOD FRAMED CONSTRUCTION INCLUDING BEARING WALLS, FLOORS, AND ROOFS ARE RATED FOR 1 HOUR FIRE RESISTANCEALL STRUCTURAL SYSTEMS IN TYPE I-A CONSTRUCTION INCLUDING BEARING WALLS, FLOORS, AND ROOFS ARE RATED FOR 3 HOUR FIRE RESISTANCE.45PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620CODE SHEET -BUILDING 1A0.10SD SET04/01/2019SCALE:1/8" = 1'-0"1CODE SECTION DNLEGEND1 HR PARTITION2 HR FIRE BARRIERREFERENCE NOTESSTAIR WALLS (EXCEPT EXTERIOR WALL APPLICATIONS) ARE FIRE BARRIERS WITH 2 HOUR RATING WITH 90 MINUTE DOORSTYPICAL RESIDENTIAL DEMISING WALLS ARE 1 HOUR RATED FIRE PARTITIONS WITH 20 MINUTE RATED DOORSROOF ACCESS PROVIDED BY EAST STAIR.CLASS 1 STANDPIPE.1234NO ELEVATOR LOBBY IS PROVIDED. ADDITIONAL SMOKE DOORS ARE PROVIDED IN ALL AREAS OF RESIDENTIAL USE.PROVIDE CONDUIT IN BOTH STAIRS FOR POTENTIAL INSTALLATION OF RADIO FREQUENCY ENHANCEMENT IF REQUIRED.2-HOUR RATED TRASH CHUTE COMPLIANT WITH NFPA 82.5671-HOUR RATED TRASH ACCESS ROOMS2-HOUR TRASH CHUTE TERMINATES IN 1-HOUR COLLECTION ROOM.BOTH OF THE ELEVATORS ARE STRETCHER COMPLIANT.NON-BEARING EXTERIOR WALLS ARE NON-RATED. ALL WOOD IN EXTERIOR WALLS IS FRTL.89101112MINIMUM 1HOUR FIRE RATED FULLY RECESSED FIRE EXTINGUISHER CABINET; ENSURE FIRE EXTINGUISHERS ARE LOCATED 75' FROM ANY POINT IN CORRIDOR. EXIT PASSAGEWAY WITH MINIMUM 2HR WALLS, FLOORS AND CEILINGS.PROVIDE TWO-WAY COMMUNICATION SYSTEM NEAR ELEVATORS ON ALL LEVELS EXCEPT LEVELS 01 & B1.13141516HOSE CONNECTIONPROVIDE SURFACE MOUNTED PORTABLE FIRE EXTINGUISHERS IN ALL GARAGE SPACES AS REQUIRED BY FIRE CODEPROVIDE HAZARDOUS MATERIAL PLACARDS AT POOL CHEMICAL STORAGE AS REQUIRED BY FIRE CODEELEVATOR LOBBY WITH FIRE PARTITIONS. LOBBY DOORS TO BE ON MAGNETIC HOLD-OPENS.EXITE17GENERAL NOTES1. ALL STRUCTURAL SYSTEMS IN TYPE V-A WOOD FRAMED CONSTRUCTION INCLUDING BEARING WALLS, FLOORS, AND ROOFS ARE RATED FOR 1 HOUR FIRE RESISTANCE2. WALLS DESIGNATED AS FIRE PARTITIONS ARE PERMITTED TO TERMINATE AT THE RATED CEILING, BUT THE SPACE BETWEEN THE CEILING AND FLOOR SHEATHING ABOVE MUST BE FIREBLOCKED OR DRAFTSTOPPED.3. PODIUM AT LEVEL 2 IS TO BE RATED FOR 3 HOUR FIRE RESISTANCE.183 HR FIRE RATED CONSTRUCTION4. ALL STRUCTURAL SYSTEMS IN TYPE I-A CONSTRUCTION INCLUDING BEARING WALLS, FLOORS, AND ROOFS ARE RATED FOR 3 HOUR FIRE RESISTANCE.19DOOR SERVING LESS THAN 50 OCCUPANTS CAN SWING IN8664 SFPARKING GARAGEGROUP: S-2OLF: 200 SF GROSSOL: 44305 SFUTITLITYGROUP: UOLF: 300 SF GROSSOL: 2382 SFSTORAGEGROUP: S-1OLF: 300 SF GROSSOL: 2LONGEST DIAGONAL = 167' -6"1/3 LONGEST DIAGONAL = 55' -10"ACTAUL = 59' -9"REQUIRED = 55' -10"1714610MAX TRAVEL DISTANCE = 182' -0"EE1914400 SFPARKING GARAGEGROUP: S-2OLF: 200 SF GROSSOL: 72470 SFSTORAGEGROUP: S-1OLF: 300 SF GROSSOL: 2176 SFUTILITYGROUP: UOLF: 300 SF GROSSOL: 1233 SFUTILITYGROUP: UOLF: 300 SF GROSSOL: 12953 SFAMENITY / B.O.H.GROUP: BOLF: 100 SF GROSSOL: 30383 SFLEASING OFFICEGROUP: BOLF: 100 SFOL: 41100 SFEXCERSISEGROUP: BOLF: 50 SF GROSSOL: 22224 SFAMENITY / B.O.H.GROUP: BOLF: 100 SF GROSSOL: 31080 SFUNCONCENTRATEDASSEMBLYGROUP: A3OLF: 15 SF NETOL: 72LONGEST DIAGONAL = 302' -8"1/3 LONGEST DIAGONAL = 100' -10 1/2"ACTAUL = 268' -0"REQUIRED = 100' -10 1/2"1131844669101013EEEEEEMAX TRAVEL DISTANCE = 178' -0"PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620CODE PLANS -BUILDING 1A0.11SD SET04/01/2019SCALE:1" = 20'-0"1CODE PLAN - LEVEL B1SCALE:1" = 20'-0"2CODE PLAN - LEVEL 01 17976 SFRESIDENTIALGROUP: R-2OLF: 200 SF GROSSOL: 90112344566781010141418LONGEST DIAGONAL = 298' -6"1/3 LONGEST DIAGONAL = 99'-6"ACTAUL = 231' -2"REQUIRED = 99'-6"MAX TRAVEL DISTANCE = 175' -6"LEGEND1 HR PARTITION2 HR FIRE BARRIERREFERENCE NOTESSTAIR WALLS (EXCEPT EXTERIOR WALL APPLICATIONS) ARE FIRE BARRIERS WITH 2 HOUR RATING WITH 90 MINUTE DOORSTYPICAL RESIDENTIAL DEMISING WALLS ARE 1 HOUR RATED FIRE PARTITIONS WITH 20 MINUTE RATED DOORSROOF ACCESS PROVIDED BY EAST STAIR.CLASS 1 STANDPIPE.1234NO ELEVATOR LOBBY IS PROVIDED. ADDITIONAL SMOKE DOORS ARE PROVIDED IN ALL AREAS OF RESIDENTIAL USE.PROVIDE CONDUIT IN BOTH STAIRS FOR POTENTIAL INSTALLATION OF RADIO FREQUENCY ENHANCEMENT IF REQUIRED.2-HOUR RATED TRASH CHUTE COMPLIANT WITH NFPA 82.5671-HOUR RATED TRASH ACCESS ROOMS2-HOUR TRASH CHUTE TERMINATES IN 1-HOUR COLLECTION ROOM.BOTH OF THE ELEVATORS ARE STRETCHER COMPLIANT.NON-BEARING EXTERIOR WALLS ARE NON-RATED. ALL WOOD IN EXTERIOR WALLS IS FRTL.89101112MINIMUM 1HOUR FIRE RATED FULLY RECESSED FIRE EXTINGUISHER CABINET; ENSURE FIRE EXTINGUISHERS ARE LOCATED 75' FROM ANY POINT IN CORRIDOR. EXIT PASSAGEWAY WITH MINIMUM 2HR WALLS, FLOORS AND CEILINGS.PROVIDE TWO-WAY COMMUNICATION SYSTEM NEAR ELEVATORS ON ALL LEVELS EXCEPT LEVELS 01 & B1.13141516HOSE CONNECTIONPROVIDE SURFACE MOUNTED PORTABLE FIRE EXTINGUISHERS IN ALL GARAGE SPACES AS REQUIRED BY FIRE CODEPROVIDE HAZARDOUS MATERIAL PLACARDS AT POOL CHEMICAL STORAGE AS REQUIRED BY FIRE CODEELEVATOR LOBBY WITH FIRE PARTITIONS. LOBBY DOORS TO BE ON MAGNETIC HOLD-OPENS.EXITE17GENERAL NOTES1. ALL STRUCTURAL SYSTEMS IN TYPE V-A WOOD FRAMED CONSTRUCTION INCLUDING BEARING WALLS, FLOORS, AND ROOFS ARE RATED FOR 1 HOUR FIRE RESISTANCE2. WALLS DESIGNATED AS FIRE PARTITIONS ARE PERMITTED TO TERMINATE AT THE RATED CEILING, BUT THE SPACE BETWEEN THE CEILING AND FLOOR SHEATHING ABOVE MUST BE FIREBLOCKED OR DRAFTSTOPPED.3. PODIUM AT LEVEL 2 IS TO BE RATED FOR 3 HOUR FIRE RESISTANCE.183 HR FIRE RATED CONSTRUCTION4. ALL STRUCTURAL SYSTEMS IN TYPE I-A CONSTRUCTION INCLUDING BEARING WALLS, FLOORS, AND ROOFS ARE RATED FOR 3 HOUR FIRE RESISTANCE.19DOOR SERVING LESS THAN 50 OCCUPANTS CAN SWING INREQUIRED = 99'-6" ACTUAL = 238'-4" 17976 SFRESIDENTIALGROUP: R-2OLF: 200 SF GROSSOL: 901123445667810101414LONGEST DIAGONAL = 298' -6"1/3 LONGEST DIAGONAL = 99'-6"ACTAUL = 231' -2"REQUIRED = 99'-6"MAX TRAVEL DISTANCE = 175' -6"17976 SFRESIDENTIALGROUP: R-2OLF: 200 SF GROSSOL: 901123445667810101414LONGEST DIAGONAL = 298' -6"1/3 LONGEST DIAGONAL = 99'-6"ACTAUL = 231' -2"REQUIRED = 99'-6"MAX TRAVEL DISTANCE = 175' -6"PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620CODE PLANS -BUILDING 1A0.12SD SET04/01/2019SCALE:1" = 20'-0"1CODE PLAN - LEVEL 02SCALE:1" = 20'-0"2CODE PLAN - LEVEL 03SCALE:1" = 20'-0"3CODE PLAN - LEVEL 04 T.O. PARAPET151' -8"TOP OF FLAT ROOF58' -0" VERTICAL OFFSET FROM GRADE6' - 0"T.O. PARAPET151' -8"58' -0" VERTICAL OFFSET FROM GRADETOP OF FLAT ROOFT.O. PARAPET151' -8"58' -0" VERTICAL OFFSET FROM GRADETOP OF FLAT ROOFT.O. PARAPET151' -8"TOP OF FLAT ROOF58' -0 " VERTICAL OFFSET FROM GRADEPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620CODE ELEVATIONS -BUILDING 1A0.13SD SET04/01/2019SCALE:1/16" = 1'-0"1CODE ELEVATION - NORTHSCALE:3/32" = 1'-0"2CODE ELEVATION - EASTSCALE:1/16" = 1'-0"3CODE ELEVATION - SOUTHSCALE:3/32" = 1'-0"4CODE ELEVATION - WEST 5622 SFRESIDENTIALGROUP: R-2OLF: 200 SF GROSSOL: 29771 SFPRIVATE GARAGEGROUP: UOLF: 200 SF GROSSOL: 41345 SFPRIVATE GARAGEGROUP: UOLF: 200 SF GROSSOL: 71134 SFPRIVATE GARAGEGROUP: UOLF: 200 SF GROSSOL: 61016 SFPRIVATE GARAGEGROUP: UOLF: 200 SF GROSSOL: 6246 SFSTORAGEGROUP: S-1OLF: 300 SF GROSSOL: 1111224445555555555555EEEEEEEXIT TRAVEL DISTANCE = 63'-0"EXIT TRAVEL DISTANCE = 44'-6"EXIT TRAVEL DISTANCE = 39'-0"EXIT TRAVEL DISTANCE = 44'-6"EXIT TRAVEL DISTANCE = 63'-0"9523 SFRESIDENTIALGROUP: R-2OLF: 200 SF GROSSOL: 48138 SFSTORAGEGROUP: S-1OLF: 300 SF GROSSOL: 1138 SFSTORAGEGROUP: S-1OLF: 300 SF GROSSOL: 1138 SFSTORAGEGROUP: S-1OLF: 300 SF GROSSOL: 111144422EXIT TRAVEL DISTANCE = 63'-0"EXIT TRAVEL DISTANCE = 44'-6"EXIT TRAVEL DISTANCE = 39'-0"EXIT TRAVEL DISTANCE = 44'-6"EXIT TRAVEL DISTANCE = 63'-0"EXIT TRAVEL DISTANCE = 63'-0"EXIT TRAVEL DISTANCE = 44'-6"EXIT TRAVEL DISTANCE = 39'-0"EXIT TRAVEL DISTANCE = 44'-6"EXIT TRAVEL DISTANCE = 63'-0"9523 SFRESIDENTIALGROUP: R-2OLF: 200 SF GROSSOL: 48138 SFSTORAGEGROUP: S-1OLF: 300 SF GROSSOL: 1138 SFSTORAGEGROUP: S-1OLF: 300 SF GROSSOL: 1138 SFSTORAGEGROUP: S-1OLF: 300 SF GROSSOL: 111144422EXIT TRAVEL DISTANCE = 63'-0"EXIT TRAVEL DISTANCE = 44'-6"EXIT TRAVEL DISTANCE = 39'-0"EXIT TRAVEL DISTANCE = 44'-6"EXIT TRAVEL DISTANCE = 63'-0"EXIT TRAVEL DISTANCE = 63'-0"EXIT TRAVEL DISTANCE = 44'-6"EXIT TRAVEL DISTANCE = 39'-0"EXIT TRAVEL DISTANCE = 44'-6"EXIT TRAVEL DISTANCE = 63'-0"REFERENCE NOTES:1234BREEZEWAY STAIR WALLS (EXCEPT EXTERIOR WALL APPLICATIONS) ARE 1 HOUR RATED FIRE BARRIERS WITH 45 MINUTE RATED DOORSTYPICAL RESIDENTIAL DEMISING WALLS ARE 1 HOUR RATED FIRE PARTITIONSFIRE DEPARTMENT CONNECTIONMINIMUM 1 HOUR FIRE RATED FULLY RECESSED FIRE EXTINGUISHER CABINET; EXTINGUISHERS ARE TO BE LOCATED IN BREEZEWAY AT EVERY LEVEL. 5GENERAL NOTES:LEGEND:1. ALL STRUCTURAL SYSTEMS INCLUDING BEARING WALLS, FLOORS, AND ROOFS ARE RATED FOR 1 HOUR FIRE RESISTANCE2. WALLS DESIGNATED AS FIRE BARRIERS ARE REQUIRED TO HAVE THEIR FIRE RATED ASSEMBLIES EXTEND TO THE UNDERSIDES OF SUBFLOOR OR ROOF SHEATHING. THIS REQUIREMENT DOES NOT APPLY TO FIRE PARTITIONS, WHICH MAY TERMINATE AT THE RATED CEILING.1 HR FIRE BARRIER1 HR FIRE PARTITIONTRAVEL DISTANCEROUTEEXITEPRIVATE GARAGES WITH OCCUPANCY LOADS OF LESS THAN 10 ARE NOT REQUIRED TO HAVE PIVOTED OR SIDE-HINGED SWINGING EGRESS DOORS. HOWEVER, EXIT DOORS ARE PROVIDED LEADING INTO CORRIDORS.PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620CODE SHEET -BUILDING 2A0.14SD SET04/01/2019SCALE:1" = 20'-0"1CODE PLAN - LEVEL 01SCALE:1" = 20'-0"2CODE PLAN - LEVEL 02SCALE:1" = 20'-0"3CODE PLAN - LEVEL 03 4090 SFRESIDENTIALGROUP: R-2OLF: 200 SF GROSSOL: 21772 SFPRIVATE PARKINGGROUP: UOLF: 200 SF GROSSOL: 4246 SFSTORAGEGROUP: S-1OLF: 300 SF GROSSOL: 11346 SFPRIVATE GARAGEGROUP: UOLF: 200 SF GROSSOL: 71017 SFPRIVATE GARAGEGROUP: UOLF: 200 SF GROSSOL: 6EXIT TRAVEL DISTANCE = 63'-0"EXIT TRAVEL DISTANCE = 44'-6"EXIT TRAVEL DISTANCE = 63'-0"1245145555555556994 SFRESIDENTIALGROUP: R-2OLF: 200 SF GROSSOL: 35133 SFSTORAGEGROUP: S-1OLF: 300 SF GROSSOL: 1133 SFSTORAGEGROUP: S-1OLF: 300 SF GROSSOL: 1EXIT TRAVEL DISTANCE = 63'-0"EXIT TRAVEL DISTANCE = 44'-6"EXIT TRAVEL DISTANCE = 63'-0"EXIT TRAVEL DISTANCE = 63'-0"EXIT TRAVEL DISTANCE = 44'-6"EXIT TRAVEL DISTANCE = 63'-0"14142226994 SFRESIDENTIALGROUP: R-2OLF: 200 SF GROSSOL: 35133 SFSTORAGEGROUP: S-1OLF: 300 SF GROSSOL: 1133 SFSTORAGEGROUP: S-1OLF: 300 SF GROSSOL: 11414222EXIT TRAVEL DISTANCE = 63'-0"EXIT TRAVEL DISTANCE = 44'-6"EXIT TRAVEL DISTANCE = 63'-0"EXIT TRAVEL DISTANCE = 63'-0"EXIT TRAVEL DISTANCE = 44'-6"EXIT TRAVEL DISTANCE = 63'-0"REFERENCE NOTES:1234BREEZEWAY STAIR WALLS (EXCEPT EXTERIOR WALL APPLICATIONS) ARE 1 HOUR RATED FIRE BARRIERS WITH 45 MINUTE RATED DOORSTYPICAL RESIDENTIAL DEMISING WALLS ARE 1 HOUR RATED FIRE PARTITIONSFIRE DEPARTMENT CONNECTIONMINIMUM 1 HOUR FIRE RATED FULLY RECESSED FIRE EXTINGUISHER CABINET; EXTINGUISHERS ARE TO BE LOCATED IN BREEZEWAY AT EVERY LEVEL. 5GENERAL NOTES:LEGEND:1. ALL STRUCTURAL SYSTEMS INCLUDING BEARING WALLS, FLOORS, AND ROOFS ARE RATED FOR 1 HOUR FIRE RESISTANCE2. WALLS DESIGNATED AS FIRE BARRIERS ARE REQUIRED TO HAVE THEIR FIRE RATED ASSEMBLIES EXTEND TO THE UNDERSIDES OF SUBFLOOR OR ROOF SHEATHING. THIS REQUIREMENT DOES NOT APPLY TO FIRE PARTITIONS, WHICH MAY TERMINATE AT THE RATED CEILING.1 HR FIRE BARRIER1 HR FIRE PARTITIONTRAVEL DISTANCEROUTEEXITEPRIVATE GARAGES WITH OCCUPANCY LOADS OF LESS THAN 10 ARE NOT REQUIRED TO HAVE PIVOTED OR SIDE-HINGED SWINGING EGRESS DOORS. HOWEVER, EXIT DOORS ARE PROVIDED LEADING INTO CORRIDORS.PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620CODE SHEET -BUILDING 3A0.15SD SET04/01/2019SCALE:1" = 20'-0"1CODE PLAN - LEVEL 01SCALE:1" = 20'-0"2CODE PLAN - LEVEL 02SCALE:1" = 20'-0"3CODE PLAN - LEVEL 03 PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620RENDERINGS -BUILDING 1A0.20SD SET04/01/2019NOT TO SCALE1NE CornerNOT TO SCALE2NW CornerNOT TO SCALE3SE CornerNOT TO SCALE4SW Corner PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620RENDERINGS -BUILDING 2A0.21SD SET04/01/2019SCALE:1NE CornerSCALE:2SW CornerSCALE:3SE CornerSCALE:4NW Corner PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620RENDERINGS -BUILDING 3A0.22SD SET04/01/2019SCALE:1NE CornerSCALE:2SW CornerSCALE:3SE CornerSCALE:4NW Corner DNBUILDING ENVELOPE:CONDITIONED SPACEBUILDING ENVELOPEPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING ENVELOPE -BUILDING 1A0.30SD SET04/01/2019SCALE:1/16" = 1'-0"2BUILDING ENVELOPE LEVEL 1SCALE:1/16" = 1'-0"1BUILDING ENVELOPE - LEVEL B1 HEATED PLENUM @ UNDERSIDE OF LVL 2 SLABBUILDING ENVELOPE:CONDITIONED SPACEBUILDING ENVELOPEPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING ENVELOPE -BUILDING 1A0.31SD SET04/01/2019SCALE:1/16" = 1'-0"1BUILDING ENVELOPE - LEVELS 2-4SCALE:1/8" = 1'-0"2BUILDING ENVELOPE SECTION @ UNITSSCALE:1/8" = 1'-0"3BUILDING ENVELOPE SECTION @ CLUBHOUSE BUILDING ENVELOPE:CONDITIONED SPACEBUILDING ENVELOPEPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING ENVELOPE -BUILDING 2A0.32SD SET04/01/2019SCALE:1/16" = 1'-0"1LEVEL 01 Copy 1SCALE:1/16" = 1'-0"2LEVEL 02 Copy 1SCALE:1/16" = 1'-0"3LEVEL 03 Copy 1SCALE:1/8" = 1'-0"4BUILDINGS 1 & 2 STAIR SECTION Copy 1SCALE:1/8" = 1'-0"5BUILDINGS 1 & 2 - BUILDING SECTION Copy 1 BUILDING ENVELOPE:CONDITIONED SPACEBUILDING ENVELOPEPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING ENVELOPE -BUILDING 3A0.33SD SET04/01/2019SCALE:1/16" = 1'-0"1LEVEL 01 Copy 1SCALE:1/16" = 1'-0"2LEVEL 02 Copy 1SCALE:1/16" = 1'-0"3LEVEL 03 Copy 1SCALE:1/8" = 1'-0"4Section 1SCALE:1/8" = 1'-0"5Section 3 DWPANLIN PANDWDWPANLINPANDWDWPANLIN DWPANLINPANDWDWPANLINPANDW4'Ø SSWR MH4'Ø SSWR MHNull Structure5'Ø SSWR MHCAST IN PLACE BASEAROUND EX. SEWER MAINFFE=7508.85FFE=7509.35FFE=7509.85FFE=7508.92FFE=7509.42MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 0101 FAWCETT ROAD, SUITE 260, AVON, COLORADO 81620 970.926.6007 MARTINMARTIN.COM TRAER CREEK AVON APARTMENTS PRELIMINARY #811C100CIVIL SITE PLAN 1 MATCHLINE SHEET C101 DWPANLINPANDWDWPANLINPANDW SSWR CLEAN OUTFFE=7509.59FFE=7510.09FFE=7513.00FFE=7520.50FFE=7523.00FFE=7520.50MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 0101 FAWCETT ROAD, SUITE 260, AVON, COLORADO 81620 970.926.6007 MARTINMARTIN.COM TRAER CREEK AVON APARTMENTS PRELIMINARY #811C101CIVIL SITE PLAN 2 MATCHLINE SHEET C102 MATCHLINE SHEET C100 DWPANLINPANDWDWPANLINPANDWDWPAN LINPANDWDWPANLINPANDWDWPANLINDWPANLINPANDWDWPANLINPANDWDWPANLINDWPANLIN PANDWDWPANLINPANDWDWPANLIN4'Ø SSWR MH4'Ø SSWR MH4'Ø SSWR MHFFE=7525.66FFE=7526.16FFE=7526.66FFE=7527.16FFE=7527.66FFE=7528.16FFE=7528.33FFE=7528.83FFE=7529.33FFE=7527.72FFE=7527.22MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 0101 FAWCETT ROAD, SUITE 260, AVON, COLORADO 81620 970.926.6007 MARTINMARTIN.COM TRAER CREEK AVON APARTMENTS PRELIMINARY #811C102CIVIL SITE PLAN 3 MATCHLINE SHEET C101 7510GRADE7509GRADE7509GRADE7509GRADE7509GRADE1/4" / 12"7544.5ROOF HIGH POINT7544.5ROOF HIGH POINT7544.5ROOF HIGH POINTBUILDING 2ABUILDING 3A(OPTION 2)BUIDLING 3BPROPERTY LINE25' SETBACK25' SETBACKPROPERT LINEPLANNING AREA DPLANNING AREA FPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620SITE PLAN -WESTA1.10SD SET04/01/2019SCALE:1" = 20'-0"1ARCHITECTURAL SITE PLAN - WEST DWPANLINPANDWDWPANLINPANDWDWPANLINDWPANLINPANDW DW PANLINPANDWDWPAN LIN PAN DWDWPAN LIN PAN DWDWPANLINPANDWDWPANLINPANDWDWPANLINDWPANLINPANDW DW PANLINPANDWDWPAN LIN PAN DWDWPAN LIN PAN DWSNOW STORAGE DRIVEABLE PAVERS DETENTION BASIN E B E A V E R C R E E K B L V D LA N D S C A P E B U F F E R WA L K W A Y WA L K W A Y MULTI-USE LAWN LAWN BIO-SWALE SHREDDED BARK MULCH - TBD NATIVE SEED - 93115 SF TURF LAWN (SOD) - 7246 SF TOT LOT / PLAY AREA - 3340 SF LEGEND: EVERGREEN TREE VARIOUS SIZES - 59 DECIDUOUS TREE VARIOUS SIZES - 183 SHRUBS 5 TO 15 GALLONS - 429 PERENNIALS / ORNAMENTAL GRASSES - 2173 SF GRASS PAVERS - 606 SF POTENTIAL ENTRY MONUMENTS 4' x 4' FENCING ORNAMENTAL GRASSES - 269 PLANT LIST NATIVE CONIFEROUS TREES Engelmann Spruce - Picea engelmannii Colorado Blue Spruce - Picea pungens glauca Bristlecone Pine - Pinus Aristata Lodgepole Pine - Pinus contorta latifolia Limber Pine - Pinus flexilis Douglas Fir - Pseudotsuga menziesii NATIVE DECIDUOUS TREES Narrowleaf Cottonwood - Populus angustifolia Aspen - Populus tremuloides Chokecherry - Prunus virginiana melanocarpa Mountain Ash - Sorbus scopulina Crabapple, Spring Snow - Malus 'Spring Snow' NATIVE SHRUBS Serviceberry - Amelanchier alnifolia Redtwig Dogwood - Cornus sericea Common Juniper - Juniperus communis Creeping Holly - Mahonia repens Shrubby Cinquefoil - Potentilla fruticosa Chokecherry Canada Red - Prunus virginiana 'Canada Red Select' Three-leaved Sumac - Rhus trilobata Golden Currant - Ribes aureum Snowberry - Symphoicarpos albus NATIVE GRASSES Arizona Fescue - Festuca arizonica Blue Grama - Bouteloua gracilis Blue Stem - Andropogon gerardii Buffalo Grass - Bouteloua dactyloides AVON APARTMENTS PRELIMINARY LANDSCAPE PLAN April 1, 2019 Overview 1.The Preliminary Plan proposes the general approach to landscaping of the project with emphasis on proposed planting areas, amenity areas, and coordination of landscaping with building placement, grading, and parking. 2.The Preliminary Plan is schematic in nature, and full detail will be added for the Final Design review including specific species, sizes, and quantities of trees, shrubs, grasses, ground cover and seed mixes. 3.All specified plants and seed mixes will be consistent with the plant list that is part of Village at Avon Design Guidelines dated October 2018. Minimum sizes will be 2” for deciduous trees and 8' height for evergreen trees. 4.All disturbed areas will be revegetated with Dry Mountain Seed Mix and temporarily irrigated for a period of establishment of not less than 2 years. 5.Use of sod and turf grass is kept to a minimum, and located only at the areas near the main pedestrian entrance into the leasing office and community amenity building, and at the multi-use lawn area. 6.Accent of native perennials are proposed in key focal areas including at the main vehicular entrances, near the main entrance to the leasing office, and at pedestrian walkway intersection with the sidewalk along East Beaver Creek Boulevard. 7.All trees, shrubs and grasses to be watered using an automatic irrigation system with a moisture sensor, water zones and drip irrigation as primary means of water supply.Copyright © 2019 by Zehren & Associates Inc.L1.2 1 PRELIMINARY LANDSCAPE PLAN ENLARGEMENT SCALE: 1" = 20' SCALE: 1" = 20'-0" 10'20'0 40' DWPANLINPANDWDWPANLINPANDWDWPANLINDWPAN LIN PAN DW DWPAN LIN PAN DWDWPANLINPANDWDWPANLINPANDWDWPANLINDWPAN LIN PAN DW DWPAN LIN PAN DWPOOL FENCING FIRE PIT MULTI-USE LAWN LAWN POOL DECK POOL SPA LAWN E B E A V E R C R E E K B L V D LA N D S C A P E B U F F E R POSSIBLE ENTRY MONUMENT PILLARS W/ ACCENT PLANTING BEDS BIO-SWALE SHREDDED BARK MULCH - TBD NATIVE SEED - 93115 SF TURF LAWN (SOD) - 7246 SF TOT LOT / PLAY AREA - 3340 SF LEGEND: EVERGREEN TREE VARIOUS SIZES - 59 DECIDUOUS TREE VARIOUS SIZES - 183 SHRUBS 5 TO 15 GALLONS - 429 PERENNIALS / ORNAMENTAL GRASSES - 2173 SF GRASS PAVERS - 606 SF POTENTIAL ENTRY MONUMENTS 4' x 4' FENCING ORNAMENTAL GRASSES - 269 PLANT LIST NATIVE CONIFEROUS TREES Engelmann Spruce - Picea engelmannii Colorado Blue Spruce - Picea pungens glauca Bristlecone Pine - Pinus Aristata Lodgepole Pine - Pinus contorta latifolia Limber Pine - Pinus flexilis Douglas Fir - Pseudotsuga menziesii NATIVE DECIDUOUS TREES Narrowleaf Cottonwood - Populus angustifolia Aspen - Populus tremuloides Chokecherry - Prunus virginiana melanocarpa Mountain Ash - Sorbus scopulina Crabapple, Spring Snow - Malus 'Spring Snow' NATIVE SHRUBS Serviceberry - Amelanchier alnifolia Redtwig Dogwood - Cornus sericea Common Juniper - Juniperus communis Creeping Holly - Mahonia repens Shrubby Cinquefoil - Potentilla fruticosa Chokecherry Canada Red - Prunus virginiana 'Canada Red Select' Three-leaved Sumac - Rhus trilobata Golden Currant - Ribes aureum Snowberry - Symphoicarpos albus NATIVE GRASSES Arizona Fescue - Festuca arizonica Blue Grama - Bouteloua gracilis Blue Stem - Andropogon gerardii Buffalo Grass - Bouteloua dactyloides AVON APARTMENTS PRELIMINARY LANDSCAPE PLAN April 1, 2019 Overview 1.The Preliminary Plan proposes the general approach to landscaping of the project with emphasis on proposed planting areas, amenity areas, and coordination of landscaping with building placement, grading, and parking. 2.The Preliminary Plan is schematic in nature, and full detail will be added for the Final Design review including specific species, sizes, and quantities of trees, shrubs, grasses, ground cover and seed mixes. 3.All specified plants and seed mixes will be consistent with the plant list that is part of Village at Avon Design Guidelines dated October 2018. Minimum sizes will be 2” for deciduous trees and 8' height for evergreen trees. 4.All disturbed areas will be revegetated with Dry Mountain Seed Mix and temporarily irrigated for a period of establishment of not less than 2 years. 5.Use of sod and turf grass is kept to a minimum, and located only at the areas near the main pedestrian entrance into the leasing office and community amenity building, and at the multi-use lawn area. 6.Accent of native perennials are proposed in key focal areas including at the main vehicular entrances, near the main entrance to the leasing office, and at pedestrian walkway intersection with the sidewalk along East Beaver Creek Boulevard. 7.All trees, shrubs and grasses to be watered using an automatic irrigation system with a moisture sensor, water zones and drip irrigation as primary means of water supply.Copyright © 2019 by Zehren & Associates Inc.L1.3 1 PRELIMINARY LANDSCAPE PLAN ENLARGEMENT SCALE: 1" = 20' SCALE: 1" = 20'-0" 10'20'0 40' DWPANLINPANDW DWPAN LINPANDWDWPAN LIN PAN DWDWPAN LIN PAN DW DWPAN LIN DWPAN LINPANDWDWPANLINPANDW DWPANLINDWPANLINPANDWDWPANLINPANDWDWPANLINDWPANLINPANDW DWPAN LINPANDWDWPAN LIN PAN DWDWPAN LIN PAN DW DWPAN LIN DWPAN LINPANDWDWPANLINPANDW DWPANLINDWPANLINPANDWDWPANLINPANDWDWPANLINLANDSCAPE BUFFER WALKWAY TOT LOT DRY MOUNTAIN NATIVE SEED MIX REVEGETATION POST BOULEVARDPROJECT SIGN W/ ACCENT PERENNIALS & GRASSES EXISTING EVERGREEN TREES EXISTING EVERGREEN TREES EXISTING EVERGREEEN TREES SHREDDED BARK MULCH - TBD NATIVE SEED - 93115 SF TURF LAWN (SOD) - 7246 SF TOT LOT / PLAY AREA - 3340 SF LEGEND: EVERGREEN TREE VARIOUS SIZES - 59 DECIDUOUS TREE VARIOUS SIZES - 183 SHRUBS 5 TO 15 GALLONS - 429 PERENNIALS / ORNAMENTAL GRASSES - 2173 SF GRASS PAVERS - 606 SF POTENTIAL ENTRY MONUMENTS 4' x 4' FENCING ORNAMENTAL GRASSES - 269 PLANT LIST NATIVE CONIFEROUS TREES Engelmann Spruce - Picea engelmannii Colorado Blue Spruce - Picea pungens glauca Bristlecone Pine - Pinus Aristata Lodgepole Pine - Pinus contorta latifolia Limber Pine - Pinus flexilis Douglas Fir - Pseudotsuga menziesii NATIVE DECIDUOUS TREES Narrowleaf Cottonwood - Populus angustifolia Aspen - Populus tremuloides Chokecherry - Prunus virginiana melanocarpa Mountain Ash - Sorbus scopulina Crabapple, Spring Snow - Malus 'Spring Snow' NATIVE SHRUBS Serviceberry - Amelanchier alnifolia Redtwig Dogwood - Cornus sericea Common Juniper - Juniperus communis Creeping Holly - Mahonia repens Shrubby Cinquefoil - Potentilla fruticosa Chokecherry Canada Red - Prunus virginiana 'Canada Red Select' Three-leaved Sumac - Rhus trilobata Golden Currant - Ribes aureum Snowberry - Symphoicarpos albus NATIVE GRASSES Arizona Fescue - Festuca arizonica Blue Grama - Bouteloua gracilis Blue Stem - Andropogon gerardii Buffalo Grass - Bouteloua dactyloides AVON APARTMENTS PRELIMINARY LANDSCAPE PLAN April 1, 2019 Overview 1.The Preliminary Plan proposes the general approach to landscaping of the project with emphasis on proposed planting areas, amenity areas, and coordination of landscaping with building placement, grading, and parking. 2.The Preliminary Plan is schematic in nature, and full detail will be added for the Final Design review including specific species, sizes, and quantities of trees, shrubs, grasses, ground cover and seed mixes. 3.All specified plants and seed mixes will be consistent with the plant list that is part of Village at Avon Design Guidelines dated October 2018. Minimum sizes will be 2” for deciduous trees and 8' height for evergreen trees. 4.All disturbed areas will be revegetated with Dry Mountain Seed Mix and temporarily irrigated for a period of establishment of not less than 2 years. 5.Use of sod and turf grass is kept to a minimum, and located only at the areas near the main pedestrian entrance into the leasing office and community amenity building, and at the multi-use lawn area. 6.Accent of native perennials are proposed in key focal areas including at the main vehicular entrances, near the main entrance to the leasing office, and at pedestrian walkway intersection with the sidewalk along East Beaver Creek Boulevard. 7.All trees, shrubs and grasses to be watered using an automatic irrigation system with a moisture sensor, water zones and drip irrigation as primary means of water supply.Copyright © 2019 by Zehren & Associates Inc.L1.4 1 PRELIMINARY LANDSCAPE PLAN ENLARGEMENT SCALE: 1" = 20' SCALE: 1" = 20'-0" 10'20'0 40' 7510GRADE7509GRADE7509GRADE7509GRADE7509GRADE1/4" / 12"1/4" / 12"1/4" / 12"7544.5ROOF HIGH POINT7544.5ROOF HIGH POINT7544.5ROOF HIGH POINTBUILDING 2ABUILDING 3A(OPTION 2)BUIDLING 3BPROPERTY LINE25' SETBACK25' SETBACKPROPERT LINEPLANNING AREA DPLANNING AREA FPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620SITE PLAN -WESTA1.10SD SET04/01/2019SCALE:1" = 20'-0"1ARCHITECTURAL SITE PLAN - WEST 7522GRADE7521GRADE7516GRADE7516GRADE1/4" / 12"1/4" / 12"7570.5ROOF HIGH POINTBUILDING 1PROPERTY LINE25' SETBACK100' SETBACKPROPERTY LINE25' SETBACK100' SETBACKPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620SITE PLAN -CENTERA1.11SD SET04/01/2019SCALE:1" = 20'-0"1BUILDING HEIGHT CALCULATION - CENTER 7528GRADE7529GRADE7529GRADE7528GRADE7528GRADE7527GRADE7527GRADE7527GRADE7528GRADE7528GRADE7527GRADE7527GRADE7525GRADE7525GRADE7526GRADE7562.5ROOF HIGH POINT1 /4 " / 1 2 "1/4" / 12"1/4" / 12"1/4" / 12"7563.5ROOF HIGH POINT7562.5ROOF HIGH POINT7560.5ROOF HIGH POINTBUILDING 2BBUILDING 2C(OPTION 2)BUILDING 2D(OPTION 2)BUILDING 3C100' SETBACKPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620SITE PLAN -EASTA1.12SD SET04/01/2019SCALE:1" = 20'-0"1BUILDING HEIGHT CALCULATION - EAST BUILDING 2ABUILDING 3A(OPTION 2)BUIDLING 3BBUILDING 1BUILDING 2BBUILDING 2C(OPTION 2)BUILDING 2D(OPTION 2)BUILDING 3CPROPERTY LINE25' SETBACK25' SETBACKPROPERT LINE100' SETBACKPROPERTY LINE25' SETBACK100' SETBACKPLANNING AREA DPLANNING AREA FAVON APARTMENTSSHEET A1.13ARCHITECTURAL SITE PLAN -OVERALLSCALE:1" = 40'-0"1SITE PLAN OVERALL 11223344556677AABBCCDD156' - 8"63' - 4"156' - 8"63' - 4"157' - 0"6' - 11"8' - 6"GENERAL NOTES:1. THE INTENT OF THIS PLAN IS TO DESCRIBE THE SLAB WITH OTHER ITEMS REMOVED FOR CLARITY. MAJOR DIMENSIONS, PENETRATIONS, STEPS AND SLOPES ARE INDICATED HEREIN. SEE STRUCTURAL.2. PROVIDE PENETRATING SEALER TO ALL CONCRETE SURFACES, EXCEPT WHERE TRAFFIC COATING IS NOTED OR PROTECTED BY A WATER PROOFING MEMBRANE.3. LEVEL 01 CONCRETE TO BE STAINED AND SEALED. SEE INTERIOR DESIGN PACKAGE.4. SEE A5.20 FOR PATIO DIMENSIONS5. ALL PATIOS TO SLOPE 2% AWAY FROM BUILDING, UNLESS NOTED OTHERWISE.6. PATIOS WITH EDGES BELOW ADJACENT GRADE TO RECEIVE STEM WALL AND SLOPE TO AREA DRAIN7. PATIOS AT TYPE A UNITS DO NOT STEP DOWN 4", BUT SLOPE AWAY FROM BUILDING @ 2%LEGEND:FDFLOOR DRAINS, SEE PLUMBINGBRICK LEDGE: 6" WIDE, 8" DEEPREFERENCE NOTES:T.O. SLAB ELEVATIONS:PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 1 -SLAB PLANBASEMENTA1.20SD SET04/01/2019SCALE:1/8" = 1'-0"1SLAB PLAN LEVEL B1 BASEMENT 11223344556677AABBCCDDEE18' - 7"9' - 4"16' - 8"28' - 0"28' - 0"28' - 0"28' - 0"28' - 0"63' - 4"16' - 8"30' - 0"16' - 8"16' - 8"28' - 0"28' - 0"28' - 0"28' - 0"26' - 10 3/4"1' - 1 1/4"155' - 6 3/4"6' - 11"8' - 6"1' - 1 1/4"GENERAL NOTES:1. THE INTENT OF THIS PLAN IS TO DESCRIBE THE SLAB WITH OTHER ITEMS REMOVED FOR CLARITY. MAJOR DIMENSIONS, PENETRATIONS, STEPS AND SLOPES ARE INDICATED HEREIN. SEE STRUCTURAL.2. PROVIDE PENETRATING SEALER TO ALL CONCRETE SURFACES, EXCEPT WHERE TRAFFIC COATING IS NOTED OR PROTECTED BY A WATER PROOFING MEMBRANE.3. LEVEL 01 CONCRETE TO BE STAINED AND SEALED. SEE INTERIOR DESIGN PACKAGE.4. SEE A5.20 FOR PATIO DIMENSIONS5. ALL PATIOS TO SLOPE 2% AWAY FROM BUILDING, UNLESS NOTED OTHERWISE.6. PATIOS WITH EDGES BELOW ADJACENT GRADE TO RECEIVE STEM WALL AND SLOPE TO AREA DRAIN7. PATIOS AT TYPE A UNITS DO NOT STEP DOWN 4", BUT SLOPE AWAY FROM BUILDING @ 2%LEGEND:FDFLOOR DRAINS, SEE PLUMBINGBRICK LEDGE: 6" WIDE, 8" DEEPREFERENCE NOTES:T.O. SLAB ELEVATIONS:PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 1 -SLAB PLANLEVEL 01 -WESTA1.21aSD SET04/01/2019SCALE:3/32" = 1'-0"1SLAB PLAN LEVEL 01 - WEST DN778899101011111212AABBCCDDEEFF100' - 0"102' - 6"100' - 0"28' - 0"28' - 0"28' - 0"28' - 0"16' - 4"3' - 2 1/4"104' - 8"3' - 2 1/4"30' - 0"11' - 4"16' - 8"30' - 0"16' - 8"63' - 5 1/4"44' - 5"1' - 1 1/4"1' - 1 1/4"28' - 0"25' - 3 3/4"2' - 8 1/4"28' - 0"28' - 0"16' - 4"30' - 0"14' - 6 1/4"6' - 2 1/2"7' - 3 1/2"5' - 5"6' - 11"1' - 1 1/4"17' - 2 1/2"38' - 9 1/2"4' - 2"30' - 6"72' - 4"GENERAL NOTES:1. THE INTENT OF THIS PLAN IS TO DESCRIBE THE SLAB WITH OTHER ITEMS REMOVED FOR CLARITY. MAJOR DIMENSIONS, PENETRATIONS, STEPS AND SLOPES ARE INDICATED HEREIN. SEE STRUCTURAL.2. PROVIDE PENETRATING SEALER TO ALL CONCRETE SURFACES, EXCEPT WHERE TRAFFIC COATING IS NOTED OR PROTECTED BY A WATER PROOFING MEMBRANE.3. LEVEL 01 CONCRETE TO BE STAINED AND SEALED. SEE INTERIOR DESIGN PACKAGE.4. SEE A5.20 FOR PATIO DIMENSIONS5. ALL PATIOS TO SLOPE 2% AWAY FROM BUILDING, UNLESS NOTED OTHERWISE.6. PATIOS WITH EDGES BELOW ADJACENT GRADE TO RECEIVE STEM WALL AND SLOPE TO AREA DRAIN7. PATIOS AT TYPE A UNITS DO NOT STEP DOWN 4", BUT SLOPE AWAY FROM BUILDING @ 2%LEGEND:FDFLOOR DRAINS, SEE PLUMBINGBRICK LEDGE: 6" WIDE, 8" DEEPREFERENCE NOTES:T.O. SLAB ELEVATIONS:PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 1 -SLAB PLANLEVEL 01 -EASTA1.21bSD SET04/01/2019SCALE:3/32" = 1'-0"1SLAB PLAN LEVEL 01 - EAST 11223344556677AABBCCDDEE16' - 8"28' - 0"28' - 0"28' - 0"28' - 0"28' - 0"16' - 8"28' - 0"28' - 0"28' - 0"2' - 1 1/2"25' - 10 1/2"7 1/2"25' - 6"1' - 10 1/2"63' - 4"16' - 8"30' - 0"16' - 8"4' - 4"5' - 7 5/8"6' - 8 3/8"6' - 2 1/2"13' - 1"10' - 8 1/2"2' - 5 1/2"8' - 0"6' - 2 1/2"1' - 4 1/4"4' - 4"12' - 4"2' - 7"25' - 5"20' - 5 1/2"7' - 6 1/2"18' - 11 1/2"9' - 0 1/2"16' - 8 1/2"11' - 3 1/2"1' - 10"24' - 9 3/4"1' - 4 1/4"6' - 11"8' - 6"3' - 4"3' - 4"3' - 4"3' - 4"14' - 9 1/4"3' - 5 1/4"11' - 4"11 3/8"3' - 3 7/8"4' - 2 1/4"10 1/2"3' - 3 7/8"3' - 6 1/4"9"3' - 3 7/8"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"4' - 3 1/4"8' - 1 1/4"13' - 1"11 3/4"4' - 3 5/8"18' - 0 1/2"8' - 9 1/8"26' - 6"27' - 9 5/8"14' - 1 1/4"GENERAL NOTES:1. THE INTENT OF THIS PLAN IS TO DESCRIBE THE SLAB WITH OTHER ITEMS REMOVED FOR CLARITY. MAJOR DIMENSIONS, PENETRATIONS, STEPS AND SLOPES ARE INDICATED HEREIN. SEE STRUCTURAL.2. PROVIDE PENETRATING SEALER TO ALL CONCRETE SURFACES, EXCEPT WHERE TRAFFIC COATING IS NOTED OR PROTECTED BY A WATER PROOFING MEMBRANE.3. LEVEL 01 CONCRETE TO BE STAINED AND SEALED. SEE INTERIOR DESIGN PACKAGE.4. SEE A5.20 FOR PATIO DIMENSIONS5. ALL PATIOS TO SLOPE 2% AWAY FROM BUILDING, UNLESS NOTED OTHERWISE.6. PATIOS WITH EDGES BELOW ADJACENT GRADE TO RECEIVE STEM WALL AND SLOPE TO AREA DRAIN7. PATIOS AT TYPE A UNITS DO NOT STEP DOWN 4", BUT SLOPE AWAY FROM BUILDING @ 2%LEGEND:FDFLOOR DRAINS, SEE PLUMBINGBRICK LEDGE: 6" WIDE, 8" DEEPREFERENCE NOTES:T.O. SLAB ELEVATIONS:PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 1 -SLAB PLANLEVEL 02 -WESTA1.22aSD SET04/01/2019SCALE:3/32" = 1'-0"1SLAB PLAN LEVEL 02 - WEST 778899101011111212AABBCCDDEEFF28' - 0"28' - 0"28' - 0"28' - 0"16' - 4"1' - 10 1/2"28' - 0"19' - 5 1/2"8' - 6 1/2"4' - 1 1/2"23' - 10 1/2"2' - 7"25' - 5"8"8' - 1"7' - 7"3' - 5 1/4"104' - 8"3' - 5 1/4"30' - 0"11' - 4"16' - 8"30' - 0"16' - 8"2' - 11 1/4"28' - 0"28' - 0"16' - 4"1' - 4 1/4"28' - 0"25' - 0 3/4"2' - 11 1/4"1' - 4 1/4"28' - 0"28' - 0"28' - 0"28' - 0"16' - 4"6' - 11"7' - 7 1/4"7 5/8"8' - 0"8' - 6"17' - 3"14' - 9 1/4"30' - 0"3' - 5 1/4"26' - 6 3/4"3' - 5 1/4"11' - 4"4' - 3"9"3' - 6"5' - 10 3/8"3' - 0 1/2"2' - 9 7/8"4' - 3 1/4"11 3/8"3' - 3 7/8"1/4" / 12"26' - 5 1/2"27' - 6 3/8"50' - 4"49' - 4"GENERAL NOTES:1. THE INTENT OF THIS PLAN IS TO DESCRIBE THE SLAB WITH OTHER ITEMS REMOVED FOR CLARITY. MAJOR DIMENSIONS, PENETRATIONS, STEPS AND SLOPES ARE INDICATED HEREIN. SEE STRUCTURAL.2. PROVIDE PENETRATING SEALER TO ALL CONCRETE SURFACES, EXCEPT WHERE TRAFFIC COATING IS NOTED OR PROTECTED BY A WATER PROOFING MEMBRANE.3. LEVEL 01 CONCRETE TO BE STAINED AND SEALED. SEE INTERIOR DESIGN PACKAGE.4. SEE A5.20 FOR PATIO DIMENSIONS5. ALL PATIOS TO SLOPE 2% AWAY FROM BUILDING, UNLESS NOTED OTHERWISE.6. PATIOS WITH EDGES BELOW ADJACENT GRADE TO RECEIVE STEM WALL AND SLOPE TO AREA DRAIN7. PATIOS AT TYPE A UNITS DO NOT STEP DOWN 4", BUT SLOPE AWAY FROM BUILDING @ 2%LEGEND:FDFLOOR DRAINS, SEE PLUMBINGBRICK LEDGE: 6" WIDE, 8" DEEPREFERENCE NOTES:T.O. SLAB ELEVATIONS:PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 1 -SLAB PLANLEVEL 02 -EASTA1.22bSD SET04/01/2019SCALE:3/32" = 1'-0"1SLAB PLAN LEVEL 02 - EAST UP1. EXTERIOR WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE : GENERAL NOTES REFERENCE NOTES STANDPIPE OR HOSE CABINETPERSONAL FIRE EXTINGUISHER2. CORRIDOR & DEMISING WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE :1XXXXXXXXXX2BASEMENT & 1ST FLOOR2ND-4TH FLOOR BEARING 2ND-4TH FLOOR NON-BEARINGBASEMENT & 1ST FLOOR2ND-4TH FLOORS3. DO NOT SCALE DRAWINGS.4. SEE A5 SHEETS FOR ENLARGED UNIT PLANS.5. SEE A6 SHEETS FOR INTERIOR ELEVATIONS.6. SEE A8 SHEETS FOR DOOR AND WINDOW SCHEDULES.7. ALL DIMENSIONS ARE FROM FACE OF FRAMING UNLESS NOTED OTHERWISE.8. ALL WALLS ARE 3-5/8" UNLESS NOTED OTHERWISE.9. SEE SHEET A1.0 SERIES FOR SYSTEM SCHEDULE AND WALL TYPES.10. ALL INTERIOR FINISHES PER SEPERATE INTERIOR DIRECTIVE UNLESS NOTED OTHERWISE.11. PROVIDE PROPER SEALING AND CAULKING AT ALL PENETRATIONS TO ENSURE WEATHER TIGHT BUILDING ENVELOPE.12. PROVIDE FIRE CAULKING AT ALL PENETRATIONS THROUGH RATED ASSEMBLIES.13. FLASH ALL ROOF PENETRATIONS ACCORDING TO MANUFACTURERS INSTRUCTIONS.14. PROVIDE HANDICAP ACCESSIBLE SYMBOL AND UPRIGHT SIGN AT ALL ACCESSIBLE PARKING SPACES.15. PROVIDE CODE REQUIRED SIGNAGE BELOW:A. PROVIDE STAIRWAY FLOOR NUMBER SIGNS PER SECTION 1022.8, 2009 IFCB. EMERGENCY SIGNS SHALL BE POSTED ADJACENT TO THE ELEVATOR CALL BUTTONS AS PER SECTION 3002.3, 2009 IBC AMENDEDC. ACCESSIBILITY SIGNAGE PER SECTION 1110, 2009 IBC. WITHIN ALL STAIRWAYS CONNECTING MORE THAN THREE STORIES, SIGNAGE SHALL BE PROVIDED.D. EXTERIOR SIGN IDENTIFYING FIRE ENTRY.E. POSTED OCCUPANT LOAD IN EACH COMMON USE AREA.F. TACTILE SIGNS STATING EXIT AT ALL EXIT DOORS LEADING INTO STAIRWAYS.16. IF REQUIRED BY FIRE DEPARTMENT PROVIDE EMERGENCY RESPONDER RADIO ENHANCEMENT SYSTEM.17. ALL NON BEARING METAL STUD WALLS IN CONCRETE CONSTRUCTION SHALL HAVE A 2" DEEP SLIP VOID AT THE TOP OF WALL.101KEYDOORWINDOW / STOREFRONT TYPEBALCONY / PATIO TYPEXXA3.02211223344556677AABBCCDDPOOL EQUIP.003WEST STAIR008CENTRAL ELEV007STORAGE002BASEMENT GARAGE0012A4.012A4.0116' - 8"28' - 0"28' - 0"28' - 0"28' - 0"28' - 0"16' - 8"30' - 0"16' - 8"16' - 8"28' - 0"28' - 0"28' - 0"28' - 0"28' - 0"32' - 8"12' - 0"28' - 0"6' - 6 3/8"14' - 2"7' - 3 5/8"6' - 10 3/8"14' - 2"6' - 11 5/8"7' - 2 3/8"14' - 2"6' - 7 5/8"16' - 8"30' - 0"16' - 8"16' - 8"19' - 0"11' - 0"16' - 8"16' - 8"8' - 2 3/8"14' - 2"5' - 7 5/8"13' - 5 3/8"14' - 6 5/8"28' - 0"28' - 0"28' - 0"G3002003008A92' - 6"1A7.00A3.0110011A4.001A4.00156' - 8"63' - 4"63' - 4"156' - 8"L2L3L4L2L2L2L3L4L5L6L7L1KEY PLANPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 1 -BASEMENTFLOOR PLANA2.00SD SET04/01/2019SCALE:1/8" = 1'-0"1LEVEL B1 BASEMENT UPUP1. EXTERIOR WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE : GENERAL NOTES REFERENCE NOTES STANDPIPE OR HOSE CABINETPERSONAL FIRE EXTINGUISHER2. CORRIDOR & DEMISING WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE :1XXXXXXXXXX2BASEMENT & 1ST FLOOR2ND-4TH FLOOR BEARING 2ND-4TH FLOOR NON-BEARINGBASEMENT & 1ST FLOOR2ND-4TH FLOORS3. DO NOT SCALE DRAWINGS.4. SEE A5 SHEETS FOR ENLARGED UNIT PLANS.5. SEE A6 SHEETS FOR INTERIOR ELEVATIONS.6. SEE A8 SHEETS FOR DOOR AND WINDOW SCHEDULES.7. ALL DIMENSIONS ARE FROM FACE OF FRAMING UNLESS NOTED OTHERWISE.8. ALL WALLS ARE 3-5/8" UNLESS NOTED OTHERWISE.9. SEE SHEET A1.0 SERIES FOR SYSTEM SCHEDULE AND WALL TYPES.10. ALL INTERIOR FINISHES PER SEPERATE INTERIOR DIRECTIVE UNLESS NOTED OTHERWISE.11. PROVIDE PROPER SEALING AND CAULKING AT ALL PENETRATIONS TO ENSURE WEATHER TIGHT BUILDING ENVELOPE.12. PROVIDE FIRE CAULKING AT ALL PENETRATIONS THROUGH RATED ASSEMBLIES.13. FLASH ALL ROOF PENETRATIONS ACCORDING TO MANUFACTURERS INSTRUCTIONS.14. PROVIDE HANDICAP ACCESSIBLE SYMBOL AND UPRIGHT SIGN AT ALL ACCESSIBLE PARKING SPACES.15. PROVIDE CODE REQUIRED SIGNAGE BELOW:A. PROVIDE STAIRWAY FLOOR NUMBER SIGNS PER SECTION 1022.8, 2009 IFCB. EMERGENCY SIGNS SHALL BE POSTED ADJACENT TO THE ELEVATOR CALL BUTTONS AS PER SECTION 3002.3, 2009 IBC AMENDEDC. ACCESSIBILITY SIGNAGE PER SECTION 1110, 2009 IBC. WITHIN ALL STAIRWAYS CONNECTING MORE THAN THREE STORIES, SIGNAGE SHALL BE PROVIDED.D. EXTERIOR SIGN IDENTIFYING FIRE ENTRY.E. POSTED OCCUPANT LOAD IN EACH COMMON USE AREA.F. TACTILE SIGNS STATING EXIT AT ALL EXIT DOORS LEADING INTO STAIRWAYS.16. IF REQUIRED BY FIRE DEPARTMENT PROVIDE EMERGENCY RESPONDER RADIO ENHANCEMENT SYSTEM.17. ALL NON BEARING METAL STUD WALLS IN CONCRETE CONSTRUCTION SHALL HAVE A 2" DEEP SLIP VOID AT THE TOP OF WALL.101KEYDOORWINDOW / STOREFRONT TYPEBALCONY / PATIO TYPEXXA3.02211223344556677AABBCCDDEEGARAGE118STORAGE116WEST STAIR108MAINTANENCE115CENTERAL ELEV1072A4.012A4.0116' - 8"28' - 0"28' - 0"28' - 0"28' - 0"28' - 0"11' - 4"16' - 8"30' - 0"16' - 8"16' - 8"28' - 0"28' - 0"28' - 0"28' - 0"28' - 0"16' - 8"19' - 0"11' - 0"16' - 8"16' - 8"20' - 0 3/8"7' - 11 5/8"6' - 2 3/8"14' - 2"7' - 7 5/8"6' - 6 3/8"14' - 2"7' - 3 5/8"6' - 10 3/8"14' - 2"6' - 11 5/8"7' - 2 3/8"14' - 2"6' - 7 5/8"16' - 4"4"8' - 2 3/8"14' - 2"5' - 7 5/8"8' - 6 3/8"14' - 2"5' - 3 5/8"8' - 10 3/8"14' - 2"4' - 11 5/8"9' - 2 3/8"14' - 2"4' - 7 5/8"9' - 6 3/8"17' - 4 3/8"1' - 1 1/4"2' - 1 3/4"8' - 10"4 1/4"3' - 2 1/4"3' - 2 1/4"11' - 4"1' - 1 1/4"108115116S10D102' - 6"1A7.00A3.0111A4.001A4.00A0.134L1L1L1L1L1L1L1L1L1DL1L1L1L1L1L1L1L1L1L1008BA3.032KEY PLANPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 1 -FIRST FLOORPLAN -WESTA2.01aSD SET04/01/2019SCALE:1/8" = 1'-0"1LEVEL 01 - WEST DNUP1. EXTERIOR WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE : GENERAL NOTES REFERENCE NOTES STANDPIPE OR HOSE CABINETPERSONAL FIRE EXTINGUISHER2. CORRIDOR & DEMISING WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE :1XXXXXXXXXX2BASEMENT & 1ST FLOOR2ND-4TH FLOOR BEARING 2ND-4TH FLOOR NON-BEARINGBASEMENT & 1ST FLOOR2ND-4TH FLOORS3. DO NOT SCALE DRAWINGS.4. SEE A5 SHEETS FOR ENLARGED UNIT PLANS.5. SEE A6 SHEETS FOR INTERIOR ELEVATIONS.6. SEE A8 SHEETS FOR DOOR AND WINDOW SCHEDULES.7. ALL DIMENSIONS ARE FROM FACE OF FRAMING UNLESS NOTED OTHERWISE.8. ALL WALLS ARE 3-5/8" UNLESS NOTED OTHERWISE.9. SEE SHEET A1.0 SERIES FOR SYSTEM SCHEDULE AND WALL TYPES.10. ALL INTERIOR FINISHES PER SEPERATE INTERIOR DIRECTIVE UNLESS NOTED OTHERWISE.11. PROVIDE PROPER SEALING AND CAULKING AT ALL PENETRATIONS TO ENSURE WEATHER TIGHT BUILDING ENVELOPE.12. PROVIDE FIRE CAULKING AT ALL PENETRATIONS THROUGH RATED ASSEMBLIES.13. FLASH ALL ROOF PENETRATIONS ACCORDING TO MANUFACTURERS INSTRUCTIONS.14. PROVIDE HANDICAP ACCESSIBLE SYMBOL AND UPRIGHT SIGN AT ALL ACCESSIBLE PARKING SPACES.15. PROVIDE CODE REQUIRED SIGNAGE BELOW:A. PROVIDE STAIRWAY FLOOR NUMBER SIGNS PER SECTION 1022.8, 2009 IFCB. EMERGENCY SIGNS SHALL BE POSTED ADJACENT TO THE ELEVATOR CALL BUTTONS AS PER SECTION 3002.3, 2009 IBC AMENDEDC. ACCESSIBILITY SIGNAGE PER SECTION 1110, 2009 IBC. WITHIN ALL STAIRWAYS CONNECTING MORE THAN THREE STORIES, SIGNAGE SHALL BE PROVIDED.D. EXTERIOR SIGN IDENTIFYING FIRE ENTRY.E. POSTED OCCUPANT LOAD IN EACH COMMON USE AREA.F. TACTILE SIGNS STATING EXIT AT ALL EXIT DOORS LEADING INTO STAIRWAYS.16. IF REQUIRED BY FIRE DEPARTMENT PROVIDE EMERGENCY RESPONDER RADIO ENHANCEMENT SYSTEM.17. ALL NON BEARING METAL STUD WALLS IN CONCRETE CONSTRUCTION SHALL HAVE A 2" DEEP SLIP VOID AT THE TOP OF WALL.101KEYDOORWINDOW / STOREFRONT TYPEBALCONY / PATIO TYPEXXA3.0211A4.011A4.01778899101011111212AABBCCDDEEFFTRASH106WATER / FIRE117BIKE & SKI TUNING114FITNESS113AMENITY LOUNGE105CONF109MANAGER110B.O.H.120PARCEL121MENS112WOMENS111EAST STAIR102ELEV LOBBY103EAST ELEV101CENTERAL ELEV107EXIT104100' - 0"102' - 6"28' - 0"28' - 0"28' - 0"28' - 0"16' - 4"30' - 0"11' - 4"16' - 8"30' - 0"16' - 8"28' - 0"28' - 0"28' - 0"28' - 0"16' - 4"2' - 1 3/4"8' - 10"4 1/4"3' - 2 1/4"2' - 8 1/4"10"5' - 8"17' - 8"3' - 10"2"24' - 4"3' - 6"6"12' - 2"3' - 8"1' - 1 1/4"28' - 0"25' - 3 3/4"2' - 8 1/4"28' - 0"28' - 0"16' - 4"1' - 1 1/4"2' - 10"1' - 6 1/2"20' - 11 1/2"2' - 8"1' - 4"13' - 6"3' - 11 3/4"6' - 6"6' - 5 3/4"19' - 8 1/8"7 7/8"3' - 2 1/4"3' - 2 1/4"30' - 0"11' - 4"16' - 8"30' - 0"16' - 8"16' - 8"11"14' - 1"15' - 0"7 1/2"14' - 8 1/2"1' - 4"9' - 8"1' - 8"2' - 4"27' - 4"4"3' - 2 1/4"7' - 6 3/8"14' - 2"6' - 3 5/8"7' - 10 3/8"14' - 2"5' - 11 5/8"24' - 8"3' - 4"6' - 11"14' - 2"6' - 11"16' - 4"114113A105B113B112111103A109110120121102104103B118B117106B106A105AG3S9S10S8S7S6S5S4S3S2S1GARAGE118102' - 6"A3.012A3.0312A4.002A4.00L1L1L1L1L1L1KEY PLANPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 1 -FIRST FLOORPLAN -EASTA2.01bSD SET04/01/2019SCALE:1/8" = 1'-0"1LEVEL 01 - EAST W/DW/DW/DW/DW/DW/DREF.DWW/DREF.DWW/DREF.DWW/DREF.DWW/DREF.DWW/DREF.DWW/DW/DREF.DWREF.DWREF.DWREF.DWREF.DWREF.DWUPUP1. EXTERIOR WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE : GENERAL NOTES REFERENCE NOTES STANDPIPE OR HOSE CABINETPERSONAL FIRE EXTINGUISHER2. CORRIDOR & DEMISING WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE :1XXXXXXXXXX2BASEMENT & 1ST FLOOR2ND-4TH FLOOR BEARING 2ND-4TH FLOOR NON-BEARINGBASEMENT & 1ST FLOOR2ND-4TH FLOORS3. DO NOT SCALE DRAWINGS.4. SEE A5 SHEETS FOR ENLARGED UNIT PLANS.5. SEE A6 SHEETS FOR INTERIOR ELEVATIONS.6. SEE A8 SHEETS FOR DOOR AND WINDOW SCHEDULES.7. ALL DIMENSIONS ARE FROM FACE OF FRAMING UNLESS NOTED OTHERWISE.8. ALL WALLS ARE 3-5/8" UNLESS NOTED OTHERWISE.9. SEE SHEET A1.0 SERIES FOR SYSTEM SCHEDULE AND WALL TYPES.10. ALL INTERIOR FINISHES PER SEPERATE INTERIOR DIRECTIVE UNLESS NOTED OTHERWISE.11. PROVIDE PROPER SEALING AND CAULKING AT ALL PENETRATIONS TO ENSURE WEATHER TIGHT BUILDING ENVELOPE.12. PROVIDE FIRE CAULKING AT ALL PENETRATIONS THROUGH RATED ASSEMBLIES.13. FLASH ALL ROOF PENETRATIONS ACCORDING TO MANUFACTURERS INSTRUCTIONS.14. PROVIDE HANDICAP ACCESSIBLE SYMBOL AND UPRIGHT SIGN AT ALL ACCESSIBLE PARKING SPACES.15. PROVIDE CODE REQUIRED SIGNAGE BELOW:A. PROVIDE STAIRWAY FLOOR NUMBER SIGNS PER SECTION 1022.8, 2009 IFCB. EMERGENCY SIGNS SHALL BE POSTED ADJACENT TO THE ELEVATOR CALL BUTTONS AS PER SECTION 3002.3, 2009 IBC AMENDEDC. ACCESSIBILITY SIGNAGE PER SECTION 1110, 2009 IBC. WITHIN ALL STAIRWAYS CONNECTING MORE THAN THREE STORIES, SIGNAGE SHALL BE PROVIDED.D. EXTERIOR SIGN IDENTIFYING FIRE ENTRY.E. POSTED OCCUPANT LOAD IN EACH COMMON USE AREA.F. TACTILE SIGNS STATING EXIT AT ALL EXIT DOORS LEADING INTO STAIRWAYS.16. IF REQUIRED BY FIRE DEPARTMENT PROVIDE EMERGENCY RESPONDER RADIO ENHANCEMENT SYSTEM.17. ALL NON BEARING METAL STUD WALLS IN CONCRETE CONSTRUCTION SHALL HAVE A 2" DEEP SLIP VOID AT THE TOP OF WALL.101KEYDOORWINDOW / STOREFRONT TYPEBALCONY / PATIO TYPEXXA3.02211223344556677AABBCCDDEE11' - 4"16' - 8"30' - 0"16' - 8"9"15' - 11"6' - 2 1/2"13' - 1"10' - 8 1/2"15' - 11"9"9"15' - 7"4"10' - 11 1/2"8' - 3"8' - 3"6 1/2"7' - 8 1/2"6' - 3 1/2"6' - 5 1/2"4' - 5"3' - 0"1 1/2"5' - 8 1/2"5' - 10"3' - 0"4' - 5"6' - 6 1/2"2' - 6"3' - 10"6' - 4"6' - 6 1/2"4' - 5"3' - 0"3' - 10 1/2"1' - 10"8' - 3 1/2"17' - 10 1/2"CDB1B1DDB1AAACCD9"15' - 9"2"6' - 2 1/2"4' - 5"3' - 0"5' - 8"5' - 11 1/2"4' - 9"8' - 6 1/2"5' - 5"1' - 11 1/2"DB1B1DACAAAACCCADB1B1DA9"15' - 11"19' - 2 1/2"8' - 9 1/2"7' - 8 1/2"12' - 9"7' - 6 1/2"5' - 8 1/2"13' - 3"9' - 0 1/2"3' - 10"12' - 10 1/2"11' - 3 1/2"1' - 10"26' - 2"16' - 8"28' - 0"28' - 0"28' - 0"28' - 0"28' - 0"16' - 8"28' - 0"28' - 0"28' - 0"28' - 0"28' - 0"9"15' - 11"10' - 4"13' - 3"4' - 5"12' - 3"15' - 9"9"16' - 6"10' - 9"2' - 1 1/2"13' - 3"12' - 7 1/2"7 1/2"12' - 10 1/2"12' - 7 1/2"1' - 10 1/2"3' - 5"12' - 6"2' - 2"8' - 2"7' - 9 1/2"5' - 5 1/2"4' - 5"4' - 0"8' - 3"8' - 3"7' - 6"9"8' - 3"8' - 3"6' - 4"4' - 5"2' - 1 1/2"4' - 5"3' - 0"5' - 10"5' - 10"3' - 0"3' - 9 1/2"7 1/2"6' - 6 1/2"6' - 4"6' - 2 1/2"6' - 5"1' - 10 1/2"1BRbU2012BRcU203STUDIO AU205STUDIO AU207STUDIO AU2091BRbU2111BRbU2131BRbU2081BRbU2061BRbU204STUDIO AU202STUDIO AU210CENTRAL ELEV.207WEST STAIR2082072A4.012A4.01208CORRIDOR2411A7.00A3.0111A4.001A4.00P6P6P3P7P6P6P7A3.032KEY PLANPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 1 -SECONDFLOOR PLAN -WESTA2.02aSD SET04/01/2019SCALE:1/8" = 1'-0"1LEVEL 02 - WEST REF.DWWDWDREF.DWW/DREF.DWW/DREF.DWW/DREF.DWREF.DWW/DREF.DWW/DREF.DWW/DUPUPA3.0211A4.011A4.01778899101011111212AABBCCDDEEFF28' - 0"28' - 0"28' - 0"28' - 0"16' - 4"1' - 10 1/2"22' - 9 1/2"5' - 2 1/2"19' - 5 1/2"8' - 6 1/2"4' - 1 1/2"23' - 10 1/2"2' - 7"12' - 9"12' - 8"15' - 1"1' - 3"30' - 0"11' - 4"16' - 8"30' - 0"16' - 8"6' - 3"23' - 9"4"11' - 0"2' - 7"11' - 2"2' - 11"8' - 3"13' - 7"8' - 2"15' - 11"9"28' - 0"28' - 0"28' - 0"28' - 0"16' - 4"24' - 10"3' - 2"9' - 5 1/2"12' - 7 1/2"5' - 11"5' - 11"7' - 5 1/2"14' - 7 1/2"15' - 4"12' - 8"15' - 1"1' - 3"AKJABAJJAAAEAJB1AAAABEAAAAAAAB1B1DDB1BEAA6' - 3"3' - 5"13' - 11 1/2"6' - 4 1/2"4"7' - 9"3' - 3"2' - 7"5' - 5 1/2"5' - 8 1/2"2' - 11"2' - 9 1/2"5' - 5 1/2"5' - 10"7' - 9"8' - 2"1 1/2"12' - 4 1/2"3' - 5"9"3' - 5"11' - 5 1/2"7' - 5 1/2"7' - 9"5' - 0"8"2' - 8"1' - 10 1/2"2' - 9 1/2"3' - 0"11' - 4 1/2"5' - 7 1/2"5' - 2 1/2"5"11' - 4 1/2"3' - 0"4' - 8"6' - 4"2' - 2 1/2"4' - 1 1/2"5' - 5 3/4"10' - 3 3/4"4' - 6"3' - 7"2' - 7"6' - 5 5/8"6' - 3 3/8"6' - 0"6' - 8"3' - 11"3' - 0"5' - 2 1/2"2' - 11 1/2"1' - 3"5' - 10 1/2"12' - 9 1/2"6' - 2"3' - 2"3' - 3"6' - 2 1/2"6' - 2 1/2"6' - 5"5' - 11"3"5' - 8"4' - 10"3' - 1 5/8"2' - 4 7/8"8' - 8 1/2"3' - 0"9' - 2"6' - 2"6' - 0"6' - 8"5' - 5 1/2"6' - 8 1/2"2' - 11"1' - 3"2BRbU2152BRbU2172BRa - TYPE AU 2193BRU2203BRU2182BRdU2161BRa - TYPE AU2142BRbU212ELEV LOBBY203B.O.H.204EAST STAIR202UTILITY205EAST ELEV201TRASH20620611' - 0"203204205CORRIDOR241DA3.012A3.0312A4.002A4.00P3P4P5P51. EXTERIOR WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE : GENERAL NOTES REFERENCE NOTES STANDPIPE OR HOSE CABINETPERSONAL FIRE EXTINGUISHER2. CORRIDOR & DEMISING WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE :1XXXXXXXXXX2BASEMENT & 1ST FLOOR2ND-4TH FLOOR BEARING 2ND-4TH FLOOR NON-BEARINGBASEMENT & 1ST FLOOR2ND-4TH FLOORS3. DO NOT SCALE DRAWINGS.4. SEE A5 SHEETS FOR ENLARGED UNIT PLANS.5. SEE A6 SHEETS FOR INTERIOR ELEVATIONS.6. SEE A8 SHEETS FOR DOOR AND WINDOW SCHEDULES.7. ALL DIMENSIONS ARE FROM FACE OF FRAMING UNLESS NOTED OTHERWISE.8. ALL WALLS ARE 3-5/8" UNLESS NOTED OTHERWISE.9. SEE SHEET A1.0 SERIES FOR SYSTEM SCHEDULE AND WALL TYPES.10. ALL INTERIOR FINISHES PER SEPERATE INTERIOR DIRECTIVE UNLESS NOTED OTHERWISE.11. PROVIDE PROPER SEALING AND CAULKING AT ALL PENETRATIONS TO ENSURE WEATHER TIGHT BUILDING ENVELOPE.12. PROVIDE FIRE CAULKING AT ALL PENETRATIONS THROUGH RATED ASSEMBLIES.13. FLASH ALL ROOF PENETRATIONS ACCORDING TO MANUFACTURERS INSTRUCTIONS.14. PROVIDE HANDICAP ACCESSIBLE SYMBOL AND UPRIGHT SIGN AT ALL ACCESSIBLE PARKING SPACES.15. PROVIDE CODE REQUIRED SIGNAGE BELOW:A. PROVIDE STAIRWAY FLOOR NUMBER SIGNS PER SECTION 1022.8, 2009 IFCB. EMERGENCY SIGNS SHALL BE POSTED ADJACENT TO THE ELEVATOR CALL BUTTONS AS PER SECTION 3002.3, 2009 IBC AMENDEDC. ACCESSIBILITY SIGNAGE PER SECTION 1110, 2009 IBC. WITHIN ALL STAIRWAYS CONNECTING MORE THAN THREE STORIES, SIGNAGE SHALL BE PROVIDED.D. EXTERIOR SIGN IDENTIFYING FIRE ENTRY.E. POSTED OCCUPANT LOAD IN EACH COMMON USE AREA.F. TACTILE SIGNS STATING EXIT AT ALL EXIT DOORS LEADING INTO STAIRWAYS.16. IF REQUIRED BY FIRE DEPARTMENT PROVIDE EMERGENCY RESPONDER RADIO ENHANCEMENT SYSTEM.17. ALL NON BEARING METAL STUD WALLS IN CONCRETE CONSTRUCTION SHALL HAVE A 2" DEEP SLIP VOID AT THE TOP OF WALL.101KEYDOORWINDOW / STOREFRONT TYPEBALCONY / PATIO TYPEXXKEY PLANPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 1 -SECONDFLOOR PLAN -EASTA2.02bSD SET04/01/2019SCALE:1/8" = 1'-0"1LEVEL 02 - EAST W/DW/DW/DW/DW/DW/DREF.DWW/DREF.DWW/DREF.DWW/DREF.DWW/DREF.DWW/DREF.DWW/DW/DREF.DWREF.DWREF.DWREF.DWREF.DWREF.DWUP1. EXTERIOR WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE : GENERAL NOTES REFERENCE NOTES STANDPIPE OR HOSE CABINETPERSONAL FIRE EXTINGUISHER2. CORRIDOR & DEMISING WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE :1XXXXXXXXXX2BASEMENT & 1ST FLOOR2ND-4TH FLOOR BEARING 2ND-4TH FLOOR NON-BEARINGBASEMENT & 1ST FLOOR2ND-4TH FLOORS3. DO NOT SCALE DRAWINGS.4. SEE A5 SHEETS FOR ENLARGED UNIT PLANS.5. SEE A6 SHEETS FOR INTERIOR ELEVATIONS.6. SEE A8 SHEETS FOR DOOR AND WINDOW SCHEDULES.7. ALL DIMENSIONS ARE FROM FACE OF FRAMING UNLESS NOTED OTHERWISE.8. ALL WALLS ARE 3-5/8" UNLESS NOTED OTHERWISE.9. SEE SHEET A1.0 SERIES FOR SYSTEM SCHEDULE AND WALL TYPES.10. ALL INTERIOR FINISHES PER SEPERATE INTERIOR DIRECTIVE UNLESS NOTED OTHERWISE.11. PROVIDE PROPER SEALING AND CAULKING AT ALL PENETRATIONS TO ENSURE WEATHER TIGHT BUILDING ENVELOPE.12. PROVIDE FIRE CAULKING AT ALL PENETRATIONS THROUGH RATED ASSEMBLIES.13. FLASH ALL ROOF PENETRATIONS ACCORDING TO MANUFACTURERS INSTRUCTIONS.14. PROVIDE HANDICAP ACCESSIBLE SYMBOL AND UPRIGHT SIGN AT ALL ACCESSIBLE PARKING SPACES.15. PROVIDE CODE REQUIRED SIGNAGE BELOW:A. PROVIDE STAIRWAY FLOOR NUMBER SIGNS PER SECTION 1022.8, 2009 IFCB. EMERGENCY SIGNS SHALL BE POSTED ADJACENT TO THE ELEVATOR CALL BUTTONS AS PER SECTION 3002.3, 2009 IBC AMENDEDC. ACCESSIBILITY SIGNAGE PER SECTION 1110, 2009 IBC. WITHIN ALL STAIRWAYS CONNECTING MORE THAN THREE STORIES, SIGNAGE SHALL BE PROVIDED.D. EXTERIOR SIGN IDENTIFYING FIRE ENTRY.E. POSTED OCCUPANT LOAD IN EACH COMMON USE AREA.F. TACTILE SIGNS STATING EXIT AT ALL EXIT DOORS LEADING INTO STAIRWAYS.16. IF REQUIRED BY FIRE DEPARTMENT PROVIDE EMERGENCY RESPONDER RADIO ENHANCEMENT SYSTEM.17. ALL NON BEARING METAL STUD WALLS IN CONCRETE CONSTRUCTION SHALL HAVE A 2" DEEP SLIP VOID AT THE TOP OF WALL.101KEYDOORWINDOW / STOREFRONT TYPEBALCONY / PATIO TYPEXX11223344556677AABBCCDDEE2A4.012A4.011' - 10 1/2"16' - 8"28' - 0"28' - 0"28' - 0"28' - 0"28' - 0"9"15' - 11"19' - 2 1/2"8' - 9 1/2"7' - 8 1/2"12' - 9"7' - 6 1/2"5' - 8 1/2"13' - 3"9' - 0 1/2"3' - 10"12' - 10 1/2"11' - 3 1/2"1' - 10"16' - 9 1/8"9' - 4 7/8"9"15' - 7"11' - 3 1/2"8' - 3"8' - 3"6 1/2"7' - 8 1/2"6' - 3 1/2"6' - 5 1/2"4' - 5"3' - 0"1 1/2"5' - 8 1/2"5' - 10"3' - 0"4' - 5"6' - 6 1/2"2' - 6"3' - 10"6' - 4"6' - 6 1/2"4' - 5"3' - 0"3' - 10 1/2"1' - 10"8' - 3 1/2"8' - 5 5/8"9' - 4 7/8"11' - 4"16' - 8"30' - 0"16' - 8"11' - 4"9"15' - 11"6' - 2 1/2"13' - 1"10' - 8 1/2"15' - 11"9"11' - 4"9"15' - 9"2"6' - 2 1/2"4' - 5"3' - 0"5' - 8"5' - 11 1/2"4' - 9"8' - 6 1/2"5' - 5"1' - 11 1/2"9"16' - 8"28' - 0"28' - 0"28' - 0"28' - 0"28' - 0"9"15' - 11"10' - 4"13' - 3"4' - 5"12' - 3"15' - 9"9"16' - 6"10' - 9"2' - 1 1/2"13' - 3"12' - 7 1/2"7 1/2"12' - 10 1/2"12' - 7 1/2"9"3' - 5"12' - 6"2' - 2"8' - 2"7' - 9 1/2"5' - 5 1/2"4' - 5"4' - 0"8' - 3"8' - 3"7' - 6"9"8' - 3"8' - 3"6' - 4"4' - 5"2' - 1 1/2"4' - 5"3' - 0"5' - 10"5' - 10"3' - 0"3' - 9 1/2"7 1/2"6' - 6 1/2"6' - 4"6' - 2 1/2"6' - 5"1' - 10 1/2"1BRbU301WEST STAIR3082BRcU303STUDIO AU305STUDIO AU307STUDIO AU3091BRbU3111BRbU313STUDIO AU3021BRbU3041BRbU3061BRbU308STUDIO AU310CENTRAL ELEV307CB1DAAB1DDB1ACCDADB1AB1DACACCCAB1DDB1AA308307CORRIDOR3411A7.00A3.0111A4.001A4.00A0.134B1B1B1B1B1B1B1A3.022KEY PLANPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 1 -THIRD FLOORPLAN -WESTA2.03aSD SET04/01/2019SCALE:1/8" = 1'-0"1LEVEL 03 - WEST REF.DWWDWDREF.DWW/DREF.DWDREF.DWW/DREF.DWREF.DWW/DREF.DWW/DREF.DWW/DUPUP1. EXTERIOR WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE : GENERAL NOTES REFERENCE NOTES STANDPIPE OR HOSE CABINETPERSONAL FIRE EXTINGUISHER2. CORRIDOR & DEMISING WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE :1XXXXXXXXXX2BASEMENT & 1ST FLOOR2ND-4TH FLOOR BEARING 2ND-4TH FLOOR NON-BEARINGBASEMENT & 1ST FLOOR2ND-4TH FLOORS3. DO NOT SCALE DRAWINGS.4. SEE A5 SHEETS FOR ENLARGED UNIT PLANS.5. SEE A6 SHEETS FOR INTERIOR ELEVATIONS.6. SEE A8 SHEETS FOR DOOR AND WINDOW SCHEDULES.7. ALL DIMENSIONS ARE FROM FACE OF FRAMING UNLESS NOTED OTHERWISE.8. ALL WALLS ARE 3-5/8" UNLESS NOTED OTHERWISE.9. SEE SHEET A1.0 SERIES FOR SYSTEM SCHEDULE AND WALL TYPES.10. ALL INTERIOR FINISHES PER SEPERATE INTERIOR DIRECTIVE UNLESS NOTED OTHERWISE.11. PROVIDE PROPER SEALING AND CAULKING AT ALL PENETRATIONS TO ENSURE WEATHER TIGHT BUILDING ENVELOPE.12. PROVIDE FIRE CAULKING AT ALL PENETRATIONS THROUGH RATED ASSEMBLIES.13. FLASH ALL ROOF PENETRATIONS ACCORDING TO MANUFACTURERS INSTRUCTIONS.14. PROVIDE HANDICAP ACCESSIBLE SYMBOL AND UPRIGHT SIGN AT ALL ACCESSIBLE PARKING SPACES.15. PROVIDE CODE REQUIRED SIGNAGE BELOW:A. PROVIDE STAIRWAY FLOOR NUMBER SIGNS PER SECTION 1022.8, 2009 IFCB. EMERGENCY SIGNS SHALL BE POSTED ADJACENT TO THE ELEVATOR CALL BUTTONS AS PER SECTION 3002.3, 2009 IBC AMENDEDC. ACCESSIBILITY SIGNAGE PER SECTION 1110, 2009 IBC. WITHIN ALL STAIRWAYS CONNECTING MORE THAN THREE STORIES, SIGNAGE SHALL BE PROVIDED.D. EXTERIOR SIGN IDENTIFYING FIRE ENTRY.E. POSTED OCCUPANT LOAD IN EACH COMMON USE AREA.F. TACTILE SIGNS STATING EXIT AT ALL EXIT DOORS LEADING INTO STAIRWAYS.16. IF REQUIRED BY FIRE DEPARTMENT PROVIDE EMERGENCY RESPONDER RADIO ENHANCEMENT SYSTEM.17. ALL NON BEARING METAL STUD WALLS IN CONCRETE CONSTRUCTION SHALL HAVE A 2" DEEP SLIP VOID AT THE TOP OF WALL.101KEYDOORWINDOW / STOREFRONT TYPEBALCONY / PATIO TYPEXXA3.0211A4.011A4.01778899101011111212AABBCCDDEEFF1' - 10 1/2"28' - 0"28' - 0"28' - 0"28' - 0"16' - 4"30' - 0"11' - 4"16' - 8"30' - 0"16' - 8"28' - 0"28' - 0"28' - 0"28' - 0"16' - 4"1' - 10 1/2"22' - 9 1/2"5' - 2 1/2"19' - 5 1/2"8' - 6 1/2"4' - 1 1/2"23' - 10 1/2"2' - 7"12' - 9"12' - 8"15' - 1"1' - 3"3' - 0"11' - 4 1/2"5' - 7 1/2"5' - 2 1/2"5"11' - 4 1/2"3' - 0"4' - 8"6' - 4"2' - 2 1/2"4' - 1 1/2"5' - 5 3/4"10' - 3 3/4"4' - 6"3' - 7"2' - 7"6' - 5 5/8"6' - 3 3/8"6' - 0"6' - 8"3' - 11"3' - 0"5' - 2 1/2"2' - 11 1/2"1' - 3"8' - 8 1/4"21' - 3 3/4"4"11' - 0"2' - 7"11' - 2"2' - 11"8' - 3"13' - 7"8' - 2"15' - 11"9"8' - 8 1/4"11 3/4"13' - 11 1/2"6' - 4 1/2"4"7' - 9"3' - 3"2' - 7"5' - 5 1/2"5' - 8 1/2"2' - 11"2' - 9 1/2"5' - 5 1/2"5' - 10"7' - 9"8' - 2"1 1/2"12' - 4 1/2"3' - 5"9"24' - 10"3' - 2"9' - 5 1/2"12' - 7 1/2"5' - 11"5' - 11"7' - 5 1/2"14' - 7 1/2"15' - 4"12' - 8"15' - 1"1' - 3"5' - 10 1/2"11' - 3 1/2"3' - 0"4' - 8"3' - 2"3' - 3"6' - 2 1/2"6' - 2 1/2"6' - 5"4' - 8"1' - 3"1' - 9"9' - 0"2' - 7 1/2"2' - 11"7' - 2 1/2"3' - 0"1' - 6"9' - 2"6' - 2"6' - 0"6' - 8"3' - 11 1/2"3' - 0"5' - 2 1/2"2' - 11"1' - 3"1' - 10 1/2"3' - 4"5' - 0"6' - 4"1' - 5"7' - 5 1/2"11' - 5 1/2"3' - 5"3' - 4"11' - 4"1' - 5"22' - 4"6' - 3"2BRbU3152BRbU3172BRbU3121BRa - TYPE AU314ELEV LOBBY303EAST ELEV301EAST STAIR302B.O.H.304UTILITY305TRASH3062BRa - TYPE AU3193BRU3203BRU3182BRdU316CORRIDOR341B1DAADB1AJB1JJADB1EAAAAAAAAEB1DAADB1EAAAADB1AADB1A3033043023053063072A4.002A4.00B1B1B1B3B1B1B1B1A3.031A3.012KEY PLANPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 1 -THIRD FLOORPLAN -EASTA2.03bSD SET04/01/2019SCALE:1/8" = 1'-0"1LEVEL 03 - EAST W/DW/DW/DW/DW/DW/DREF.DWW/DREF.DWW/DREF.DWW/DREF.DWW/DREF.DWW/DREF.DWW/DW/DREF.DWREF.DWREF.DWREF.DWREF.DWREF.DW1. EXTERIOR WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE : GENERAL NOTES REFERENCE NOTES STANDPIPE OR HOSE CABINETPERSONAL FIRE EXTINGUISHER2. CORRIDOR & DEMISING WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE :1XXXXXXXXXX2BASEMENT & 1ST FLOOR2ND-4TH FLOOR BEARING 2ND-4TH FLOOR NON-BEARINGBASEMENT & 1ST FLOOR2ND-4TH FLOORS3. DO NOT SCALE DRAWINGS.4. SEE A5 SHEETS FOR ENLARGED UNIT PLANS.5. SEE A6 SHEETS FOR INTERIOR ELEVATIONS.6. SEE A8 SHEETS FOR DOOR AND WINDOW SCHEDULES.7. ALL DIMENSIONS ARE FROM FACE OF FRAMING UNLESS NOTED OTHERWISE.8. ALL WALLS ARE 3-5/8" UNLESS NOTED OTHERWISE.9. SEE SHEET A1.0 SERIES FOR SYSTEM SCHEDULE AND WALL TYPES.10. ALL INTERIOR FINISHES PER SEPERATE INTERIOR DIRECTIVE UNLESS NOTED OTHERWISE.11. PROVIDE PROPER SEALING AND CAULKING AT ALL PENETRATIONS TO ENSURE WEATHER TIGHT BUILDING ENVELOPE.12. PROVIDE FIRE CAULKING AT ALL PENETRATIONS THROUGH RATED ASSEMBLIES.13. FLASH ALL ROOF PENETRATIONS ACCORDING TO MANUFACTURERS INSTRUCTIONS.14. PROVIDE HANDICAP ACCESSIBLE SYMBOL AND UPRIGHT SIGN AT ALL ACCESSIBLE PARKING SPACES.15. PROVIDE CODE REQUIRED SIGNAGE BELOW:A. PROVIDE STAIRWAY FLOOR NUMBER SIGNS PER SECTION 1022.8, 2009 IFCB. EMERGENCY SIGNS SHALL BE POSTED ADJACENT TO THE ELEVATOR CALL BUTTONS AS PER SECTION 3002.3, 2009 IBC AMENDEDC. ACCESSIBILITY SIGNAGE PER SECTION 1110, 2009 IBC. WITHIN ALL STAIRWAYS CONNECTING MORE THAN THREE STORIES, SIGNAGE SHALL BE PROVIDED.D. EXTERIOR SIGN IDENTIFYING FIRE ENTRY.E. POSTED OCCUPANT LOAD IN EACH COMMON USE AREA.F. TACTILE SIGNS STATING EXIT AT ALL EXIT DOORS LEADING INTO STAIRWAYS.16. IF REQUIRED BY FIRE DEPARTMENT PROVIDE EMERGENCY RESPONDER RADIO ENHANCEMENT SYSTEM.17. ALL NON BEARING METAL STUD WALLS IN CONCRETE CONSTRUCTION SHALL HAVE A 2" DEEP SLIP VOID AT THE TOP OF WALL.101KEYDOORWINDOW / STOREFRONT TYPEBALCONY / PATIO TYPEXX11223344556677AABBCCDDEE2A4.012A4.019"15' - 11"28' - 0"28' - 0"28' - 0"28' - 0"28' - 0"11' - 4"16' - 8"30' - 0"15' - 11"9"9"15' - 11"28' - 0"28' - 0"28' - 0"28' - 0"28' - 0"9"15' - 11"10' - 4"13' - 3"4' - 5"12' - 3"15' - 9"9"16' - 6"10' - 9"2' - 1 1/2"13' - 3"12' - 7 1/2"7 1/2"12' - 10 1/2"12' - 7 1/2"1' - 10 1/2"9"3' - 5"12' - 6"2' - 2"8' - 2"7' - 9 1/2"5' - 5 1/2"4' - 5"4' - 0"8' - 3"8' - 3"7' - 6"9"8' - 3"8' - 3"6' - 4"4' - 5"2' - 1 1/2"4' - 5"3' - 0"5' - 10"5' - 10"3' - 0"4' - 5"6' - 6 1/2"6' - 4"6' - 2 1/2"6' - 5"1' - 10 1/2"11' - 4"9"8' - 10 7/8"7' - 0 1/8"6' - 2 1/2"13' - 1"10' - 8 1/2"15' - 11"9"11' - 4"9"8' - 10 7/8"6' - 10 1/8"2"6' - 2 1/2"4' - 5"3' - 0"5' - 8"5' - 11 1/2"4' - 9"8' - 6 1/2"5' - 5"1' - 11 1/2"9"9"15' - 11"2' - 3 1/4"16' - 11 1/4"8' - 9 1/2"7' - 8 1/2"12' - 9"7' - 6 1/2"5' - 8 1/2"13' - 3"9' - 0 1/2"3' - 10"12' - 10 1/2"11' - 3 1/2"1' - 10"16' - 9 1/8"9' - 4 7/8"9"15' - 7"4"2' - 3 1/4"8' - 8 1/4"8' - 3"8' - 3"6 1/2"7' - 8 1/2"6' - 3 1/2"6' - 5 1/2"4' - 5"3' - 0"1 1/2"5' - 8 1/2"5' - 10"3' - 0"4' - 5"6' - 6 1/2"2' - 6"3' - 10"6' - 4"6' - 6 1/2"4' - 5"3' - 0"5' - 8 1/2"8' - 3 1/2"8' - 5 5/8"9' - 4 7/8"2BRcU4031BRbU401WEST STAIR408STUDIO AU4101BRbU4081BRbU4061BRbU404STUDIO AU402CENTRAL ELEV407STUDIO AU405STUDIO AU407STUDIO AU4091BRbU4111BRbU413408407B1B1B1B1B1B1B1DCCADDAADCADADACACCCADDAACORRIDOR4411A7.00A3.0111A4.001A4.00B1B1B1B1B1B1B1A3.032KEY PLANPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 1 -FOURTHFLOOR -WESTA2.04aSD SET04/01/2019SCALE:1/8" = 1'-0"1LEVEL 04 - WEST REF.DWWDWDREF.DWW/DREF.DWW/DREF.DWW/DREF.DWREF.DWW/DREF.DWW/DREF.DWW/DUP1. EXTERIOR WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE : GENERAL NOTES REFERENCE NOTES STANDPIPE OR HOSE CABINETPERSONAL FIRE EXTINGUISHER2. CORRIDOR & DEMISING WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE :1XXXXXXXXXX2BASEMENT & 1ST FLOOR2ND-4TH FLOOR BEARING 2ND-4TH FLOOR NON-BEARINGBASEMENT & 1ST FLOOR2ND-4TH FLOORS3. DO NOT SCALE DRAWINGS.4. SEE A5 SHEETS FOR ENLARGED UNIT PLANS.5. SEE A6 SHEETS FOR INTERIOR ELEVATIONS.6. SEE A8 SHEETS FOR DOOR AND WINDOW SCHEDULES.7. ALL DIMENSIONS ARE FROM FACE OF FRAMING UNLESS NOTED OTHERWISE.8. ALL WALLS ARE 3-5/8" UNLESS NOTED OTHERWISE.9. SEE SHEET A1.0 SERIES FOR SYSTEM SCHEDULE AND WALL TYPES.10. ALL INTERIOR FINISHES PER SEPERATE INTERIOR DIRECTIVE UNLESS NOTED OTHERWISE.11. PROVIDE PROPER SEALING AND CAULKING AT ALL PENETRATIONS TO ENSURE WEATHER TIGHT BUILDING ENVELOPE.12. PROVIDE FIRE CAULKING AT ALL PENETRATIONS THROUGH RATED ASSEMBLIES.13. FLASH ALL ROOF PENETRATIONS ACCORDING TO MANUFACTURERS INSTRUCTIONS.14. PROVIDE HANDICAP ACCESSIBLE SYMBOL AND UPRIGHT SIGN AT ALL ACCESSIBLE PARKING SPACES.15. PROVIDE CODE REQUIRED SIGNAGE BELOW:A. PROVIDE STAIRWAY FLOOR NUMBER SIGNS PER SECTION 1022.8, 2009 IFCB. EMERGENCY SIGNS SHALL BE POSTED ADJACENT TO THE ELEVATOR CALL BUTTONS AS PER SECTION 3002.3, 2009 IBC AMENDEDC. ACCESSIBILITY SIGNAGE PER SECTION 1110, 2009 IBC. WITHIN ALL STAIRWAYS CONNECTING MORE THAN THREE STORIES, SIGNAGE SHALL BE PROVIDED.D. EXTERIOR SIGN IDENTIFYING FIRE ENTRY.E. POSTED OCCUPANT LOAD IN EACH COMMON USE AREA.F. TACTILE SIGNS STATING EXIT AT ALL EXIT DOORS LEADING INTO STAIRWAYS.16. IF REQUIRED BY FIRE DEPARTMENT PROVIDE EMERGENCY RESPONDER RADIO ENHANCEMENT SYSTEM.17. ALL NON BEARING METAL STUD WALLS IN CONCRETE CONSTRUCTION SHALL HAVE A 2" DEEP SLIP VOID AT THE TOP OF WALL.101KEYDOORWINDOW / STOREFRONT TYPEBALCONY / PATIO TYPEXXA3.0211A4.011A4.01778899101011111212AABBCCDDEEFF1' - 10 1/2"1' - 10 1/2"28' - 0"28' - 0"28' - 0"28' - 0"16' - 4"22' - 9 1/2"5' - 2 1/2"19' - 5 1/2"8' - 6 1/2"4' - 1 1/2"23' - 10 1/2"2' - 7"12' - 9"12' - 8"15' - 1"1' - 3"2' - 9 1/2"3' - 0"11' - 4 1/2"5' - 7 1/2"5' - 2 1/2"11' - 9 1/2"3' - 0"4' - 8"6' - 4"2' - 2 1/2"4' - 1 1/2"5' - 5 3/4"10' - 3 3/4"4' - 6"3' - 7"2' - 7"6' - 5 5/8"6' - 3 3/8"6' - 0"6' - 8"3' - 11"3' - 0"5' - 2 1/2"2' - 11 1/2"1' - 3"8' - 8 1/4"21' - 3 3/4"28' - 0"30' - 0"16' - 8"8' - 8 1/4"21' - 3 3/4"4"11' - 0"2' - 7"11' - 2"2' - 11"8' - 3"13' - 7"8' - 2"15' - 11"9"8' - 8 1/4"11 3/4"13' - 11 1/2"6' - 4 1/2"4"7' - 9"3' - 3"2' - 7"5' - 5 1/2"5' - 8 1/2"2' - 11"2' - 9 1/2"5' - 5 1/2"5' - 10"7' - 9"8' - 2"1 1/2"12' - 4 1/2"3' - 5"9"28' - 0"28' - 0"28' - 0"28' - 0"16' - 4"24' - 10"3' - 2"9' - 5 1/2"12' - 7 1/2"5' - 11"5' - 11"7' - 5 1/2"14' - 7 1/2"15' - 4"12' - 8"15' - 1"1' - 3"5' - 10 1/2"18' - 11 1/2"3' - 2"3' - 3"6' - 2 1/2"6' - 2 1/2"6' - 5"5' - 11"5' - 11"4' - 10"2' - 7 1/2"2' - 11"11' - 8 1/2"9' - 2"6' - 2"6' - 0"6' - 8"12' - 2"2' - 11"1' - 3"6' - 3"3' - 5"11' - 5 1/2"7' - 5 1/2"1' - 5"6' - 4"5' - 0"3' - 4"6' - 3"22' - 4"1' - 5"11' - 4"3' - 4"CENTRAL ELEV4072BRbU4152BRbU4172BRbU4121BRa - TYPE AU414ELEV LOBBY403EAST ELEV401B.O.H.404EAST STAIR402UTILITY405TRASH4062BRa - TYPE AU4193BRU4202BRdU4163BRU418CORRIDOR441DB1AAB1DAJB1JJADEB1AAAAAAAAEAAEAAAAJAA406405403404402A3.0122A4.002A4.00104' - 8"B1B1DB1DB1B1DB1B1B1DB1B3B1B1A3.031KEY PLANPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 1 -FOURTHFLOOR PLAN -EASTA2.04bSD SET04/01/2019SCALE:1/8" = 1'-0"1LEVEL 04 - EAST GENERAL NOTES 1. ROOFING MATERIAL IS ______. ROOF SYSTEM TO BE WARRANTIED FOR 30 YEARS.2. SEE ELEVATIONS & SECTIONS FOR PARAPET HEIGHTS.3. ENSURE POSITIVE DRAINAGE TO ROOF DRAINS AT ¼”PER FOOT. PROVIDE CRICKETS AS REQUIRED. A MIN. 1% SLOPE ONLY AT CRICKET VALLEYS IS ACCEPTABLE.4. PROVIDE PROTECTION PADS ON FLAT ROOFS CONNECTING ROOF ACCESS POINTS WITH ALL ROOFTOP EQUIPMENT REQUIRING SERVICE.5. NO ROOF ACCESS OR ROOFTOP EQUIPMENT REQUIRING SERVICE IS TO BE PROVIDED WITHIN 10’OF ROOF EDGE UNLESS A 42” HIGH PARAPET IS PROVIDED AT THAT ROOF EDGE.6. FLASH ALL ROOF PENETRATIONS ACCORDING TO MANUFACTURERS INSTRUCTIONS.7. MECHANICAL EXQUIPMENT CURBS TO NOT EXCEED 12” IN TOTAL HEIGHT. ANY CURB SURFACE EXCEEDING 16 SF TO HAVE A SLOPE OF ¼” PER FOOT TO DIRECT MOISTURE AWAY FROM CURB AND ONTO ROOFS. PROVIDE CRICKETS AT CURBS TO ENSURE THAT CURBS DO NOT OBSTRUCT ROOFTOP MOISTURE FROM REACHING DRAINS OR SCUPPERS.8. NO ROOFTOP EQUIPMENT SHALL EXCEED PARAPETS IN HEIGHT. IF FIELD CONDITIONS NECESSITATE THAT THIS STANDARD CANNOT BE ACEIVED, NOTIFY ARCHITECT IMMEDIATELY.9. ALL DOWNSPOUTS ARE HARD PIPED INTO SUB-GRADE STORM PIPES. SEE CIVIL.10. ADD BLOCKING IN ROOF TO SUPPORT SLEEPERS THAT SUPPORT CONDENSERS. SEE MECHANICAL FOR DETAILS.11. IN AREAS WHERE ATTIC DEPTH EXCEEDS 30”, PROVIDE LOCABLE ATTIC ACCESS HATCHES MINIMUM 22” X 30” IN SIZE. SEE PLANS FOR LOCATIONS. REFERENCE NOTES DOWNSPOUTOVERFLOW SCUPPER12LEGENDEPS CRICKETFACE OF EXTERIOR WALL BELOW11223344556677AABBCCDD2A4.012A4.011A7.001/4" / 12"1A4.001A4.00A3.022A3.011A3.03212121212121212PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUIDLING 1 -ROOF PLAN -WESTA2.05aSD SET04/01/2019SCALE:1/8" = 1'-0"1ROOF PLAN - WEST 1A4.011A4.01778899101011111212AABBCCDDEEFF2A4.002A4.001/4" / 12"1/4" / 12"A3.012A3.031A3.02112121212GENERAL NOTES 1. ROOFING MATERIAL IS ______. ROOF SYSTEM TO BE WARRANTIED FOR 30 YEARS.2. SEE ELEVATIONS & SECTIONS FOR PARAPET HEIGHTS.3. ENSURE POSITIVE DRAINAGE TO ROOF DRAINS AT ¼”PER FOOT. PROVIDE CRICKETS AS REQUIRED. A MIN. 1% SLOPE ONLY AT CRICKET VALLEYS IS ACCEPTABLE.4. PROVIDE PROTECTION PADS ON FLAT ROOFS CONNECTING ROOF ACCESS POINTS WITH ALL ROOFTOP EQUIPMENT REQUIRING SERVICE.5. NO ROOF ACCESS OR ROOFTOP EQUIPMENT REQUIRING SERVICE IS TO BE PROVIDED WITHIN 10’OF ROOF EDGE UNLESS A 42” HIGH PARAPET IS PROVIDED AT THAT ROOF EDGE.6. FLASH ALL ROOF PENETRATIONS ACCORDING TO MANUFACTURERS INSTRUCTIONS.7. MECHANICAL EXQUIPMENT CURBS TO NOT EXCEED 12” IN TOTAL HEIGHT. ANY CURB SURFACE EXCEEDING 16 SF TO HAVE A SLOPE OF ¼” PER FOOT TO DIRECT MOISTURE AWAY FROM CURB AND ONTO ROOFS. PROVIDE CRICKETS AT CURBS TO ENSURE THAT CURBS DO NOT OBSTRUCT ROOFTOP MOISTURE FROM REACHING DRAINS OR SCUPPERS.8. NO ROOFTOP EQUIPMENT SHALL EXCEED PARAPETS IN HEIGHT. IF FIELD CONDITIONS NECESSITATE THAT THIS STANDARD CANNOT BE ACEIVED, NOTIFY ARCHITECT IMMEDIATELY.9. ALL DOWNSPOUTS ARE HARD PIPED INTO SUB-GRADE STORM PIPES. SEE CIVIL.10. ADD BLOCKING IN ROOF TO SUPPORT SLEEPERS THAT SUPPORT CONDENSERS. SEE MECHANICAL FOR DETAILS.11. IN AREAS WHERE ATTIC DEPTH EXCEEDS 30”, PROVIDE LOCABLE ATTIC ACCESS HATCHES MINIMUM 22” X 30” IN SIZE. SEE PLANS FOR LOCATIONS. REFERENCE NOTES DOWNSPOUTOVERFLOW SCUPPER12LEGENDEPS CRICKETFACE OF EXTERIOR WALL BELOWPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 1 -ROOF PLAN -EASTA2.05bSD SET04/01/2019SCALE:1/8" = 1'-0"1ROOF PLAN - EAST 1122334455667788991010AABBCC100' - 6"100' - 8"101' - 0"100' - 0"100' - 2"100' - 6"100' - 0"100' - 6"100' - 8"100' - 6"100' - 6"100' - 8"100' - 8"100' - 2"100' - 0"100' - 0"100' - 2"37' - 5"8' - 8"24' - 5 1/2"24' - 5 1/2"8' - 8"16' - 9 1/2"24' - 5 1/2"8' - 8"37' - 5"27' - 8 1/2"27' - 11 1/2"37' - 5"8' - 8"24' - 5 1/2"24' - 5 1/2"8' - 8"16' - 9 1/2"24' - 5 1/2"8' - 8"37' - 5"24' - 0 1/8"13' - 4 7/8"8' - 8"11' - 9 7/8"12' - 7 5/8"12' - 7 5/8"11' - 9 7/8"8' - 5 7/8"0' - 2 1/8"16' - 9 1/2"12' - 7 5/8"11' - 9 7/8"8' - 8"13' - 4 7/8"24' - 0 1/8"27' - 8 1/2"27' - 11 1/2"0' - 6"10' - 7 1/8"0' - 3 5/8"12' - 2 1/2"22' - 9"11' - 9"0' - 3 5/8"11' - 9 5/8"0' - 4 1/2"3' - 0"3' - 0"70' - 7"49' - 11"70' - 6 1/2"0' - 4 1/2"11' - 9 5/8"0' - 3 5/8"11' - 9"9' - 1 1/2"16' - 2 1/4"0' - 4 1/2"0' - 4 1/2"11' - 9 5/8"0' - 3 5/8"20' - 10 1/2"13' - 4"0' - 3 5/8"12' - 2 1/4"0' - 3 5/8"10' - 6 3/4"0' - 6"3' - 0"3' - 0"3' - 0"3' - 0"1/8" / 12"1/8" / 12"1/8" / 12"1/8" / 12"1/8" / 12"1/8" / 12"1/8" / 12"18' - 6 1/4"18' - 6 1/4"18' - 6 1/4"18' - 6 1/4"18' - 6 1/4"18' - 6 1/4"1' - 7 1/4"8' - 2"3' - 8 1/4"8' - 2"15' - 9 1/2"8' - 8"2' - 0 3/4"8' - 2"4' - 0 3/4"8' - 2"2' - 0"2' - 0"8' - 2"4' - 0 3/4"8' - 2"2' - 0 3/4"8' - 8"1' - 4 3/4"14' - 2"1' - 2 3/4"2' - 0"8' - 2"4' - 0 3/4"8' - 2"2' - 0 3/4"8' - 8"2' - 10 1/4"8' - 2"4' - 11 1/4"8' - 2"3' - 8 1/8"8' - 2"1' - 5 3/8"99' - 6"99' - 6"99' - 6"99' - 6"99' - 6"99' - 8"99' - 8"99' - 8"99' - 8"99' - 8"1/8" / 12"1/8" / 12"1/8" / 12"1/8" / 12"1/8" / 12"1/4" / 12"1/4" / 12"1/4" / 12"6' - 3 1/2"3' - 3 1/2"3' - 3 1/2"6' - 3 1/2"3' - 3 1/2"6' - 3 1/2"191' - 0"55' - 8"55' - 8"191' - 0"GENERAL NOTES:1. THE INTENT OF THIS PLAN IS TO DESCRIBE THE SLAB WITH OTHER ITEMS REMOVED FOR CLARITY. MAJOR DIMENSIONS, PENETRATIONS, STEPS AND SLOPES ARE INDICATED HEREIN. SEE STRUCTURAL.2. PROVIDE PENETRATING SEALER TO ALL CONCRETE SURFACES, EXCEPT WHERE TRAFFIC COATING IS NOTED OR PROTECTED BY A WATER PROOFING MEMBRANE.3. LEVEL 01 CONCRETE TO BE STAINED AND SEALED. SEE INTERIOR DESIGN PACKAGE.4. SEE A5.20 FOR PATIO DIMENSIONS5. ALL PATIOS TO SLOPE 2% AWAY FROM BUILDING, UNLESS NOTED OTHERWISE.6. PATIOS WITH EDGES BELOW ADJACENT GRADE TO RECEIVE STEM WALL AND SLOPE TO AREA DRAIN7. PATIOS AT TYPE A UNITS DO NOT STEP DOWN 4", BUT SLOPE AWAY FROM BUILDING @ 2%LEGEND:FDFLOOR DRAINS, SEE PLUMBINGBRICK LEDGE: 6" WIDE, 8" DEEPREFERENCE NOTES:T.O. SLAB ELEVATIONS:PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 2 -SLAB PLANLEVEL 01A2.10SD SET04/01/2019SCALE:3/32" = 1'-0"1SLAB PLAN LEVEL 01 W/DREF.DWW/DREF.DWW/DDWREF.W/DDWREF.W/DREF.DWW/DDWREF.A3.121A3.112A3.122A3.1111A7.021A7.022BReU101A1BRcU102A1BRcU101BSTUDIO BU102B1BRcU101C2BRcU102CCORRIDOR101BCORRIDOR101CCORRIDOR101AGARAGE104AGARAGE103ASTORAGE105AWATER & FIRE106ACORRIDOR102AGARAGE107AGARAGE108AGARAGE102BGARAGE103BGARAGE104BGARAGE102CGARAGE103CGARAGE105CGARAGE106CGARAGE107CCORRIDOR104CUTILITY105B103AG1G1102A105A104A108A107A102B103B104B102C103C107C106C105C104C101A106AFGGGGGHGGGGB5B5B51A4.021A4.02112233445566778899101037' - 5"8' - 8"24' - 5 1/2"24' - 5 1/2"8' - 8"16' - 9 1/2"24' - 5 1/2"8' - 8"37' - 5"AABBCC27' - 8 1/2"27' - 11 1/2"191' - 0"55' - 8"5' - 7 1/4"11' - 10 1/4"17' - 3"2' - 8 1/2"2' - 8 1/4"3' - 1 3/4"2' - 10"6' - 0 3/4"12' - 2 3/4"6' - 2"6' - 2"12' - 2 3/4"6' - 0 3/4"2' - 10"3' - 1 3/4"2' - 8 1/4"8' - 4 3/4"8' - 4 3/4"6' - 2"12' - 2 3/4"6' - 0 3/4"2' - 10"3' - 1 3/4"2' - 8 1/4"6' - 10 1/4"13' - 1 1/4"11' - 10 1/8"5' - 7 3/8"3' - 0 1/8"18' - 8 1/8"6' - 0 1/4"3' - 10"4' - 0"12' - 1 3/8"4' - 0"4' - 0 1/8"37' - 5"8' - 8"24' - 5 1/2"24' - 5 1/2"8' - 8"16' - 9 1/2"24' - 5 1/2"8' - 8"37' - 5"191' - 0"24' - 0 1/8"13' - 4 7/8"8' - 8"11' - 9 7/8"12' - 7 5/8"12' - 7 5/8"11' - 9 7/8"8' - 5 7/8"0' - 2 1/8"16' - 9 1/2"12' - 7 5/8"11' - 9 7/8"8' - 8"13' - 4 7/8"24' - 0 1/8"3' - 6 1/8"14' - 3 3/4"6' - 2 3/8"7' - 9 1/8"5' - 7 3/4"2' - 8 1/4"3' - 1 3/4"2' - 10"5' - 8"6' - 1 7/8"6' - 5"6' - 2 5/8"6' - 2 5/8"6' - 5"6' - 1 7/8"5' - 8"2' - 10"3' - 1 3/4"2' - 6 1/8"0' - 2 1/8"8' - 4 7/8"8' - 4 5/8"6' - 3 3/8"6' - 4 3/8"5' - 9"6' - 0 7/8"2' - 10"3' - 1 3/4"2' - 8 1/4"5' - 7 3/4"7' - 9 1/4"6' - 2 3/8"14' - 3 5/8"3' - 6 1/8"27' - 8 1/2"27' - 11 1/2"55' - 8"3' - 0 1/8"18' - 8 1/4"6' - 0 1/8"3' - 10"4' - 0"12' - 1 3/8"4' - 0"4' - 0 1/8"LMMMMMMMM105BF101DL101EL101FL1A4.031A4.03P1P1GGP1101BL101CLG1G1G1G1G1G2G1G1G1G1KEY PLANPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 2 -FIRST FLOORPLANA2.11aSD SET04/01/2019SCALE:1/8" = 1'-0"1LEVEL 01GENERAL NOTES:3. DO NOT SCALE DRAWINGS.4. SEE A5 SHEETS FOR ENLARGED UNIT PLANS.5. SEE A6 SHEETS FOR INTERIOR ELEVATIONS.6. SEE A8 SHEETS FOR DOOR AND WINDOW SCHEDULES.7. ALL DIMENSIONS ARE FROM FACE OF FRAMING UNLESS NOTED OTHERWISE.8. ALL WALLS ARE 3-5/8" UNLESS NOTED OTHERWISE.9. SEE SYSTEMS SHEET A1.0 FOR WALL TYPES.10. ALL INTERIOR FINISHES PER SEPERATE INTERIOR DIRECTIVE UNLESS NOTED OTHERWISE.REFERENCE NOTES:STANDPIPE OR HOSE CABINETPERSONAL FIRE EXTINGUISHER1. EXTERIOR WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE : LOAD BEARING NON-BEARINGXXXX2. CORRIDOR & DEMISING WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE : XX1211. PROVIDE PROPER SEALING AND CAULKING AT ALL PENETRATIONS TO ENSURE WEATHER TIGHT BUILDING ENVELOPE.12. PROVIDE FIRE CAULKING AT ALL PENETRATIONS THROUGH RATED ASSEMBLIES.13. FLASH ALL ROOF PENETRATIONS ACCORDING TO MANUFACTURERS INSTRUCTIONS.14. PROVIDE HANDICAP ACCESSIBLE SYMBOL AND UPRIGHT SIGN AT ALL ACCESSIBLE PARKING SPACES.15. PROVIDE CODE REQUIRED SIGNAGE BELOW:A. PROVIDE STAIRWAY FLOOR NUMBER SIGNS PER SECTION 1022.8, 2009 IFCB. EMERGENCY SIGNS SHALL BE POSTED ADJACENT TO THE ELEVATOR CALL BUTTONS AS PER SECTION 3002.3, 2009 IBC AMENDEDC. ACCESSIBILITY SIGNAGE PER SECTION 1110, 2009 IBC. WITHIN ALL STAIRWAYS CONNECTING MORE THAN THREE STORIES, SIGNAGE SHALL BE PROVIDED.16. IF REQUIRED BY FIRE DEPARTMENT PROVIDE EMERGENCY RESPONDER RADIO ENHANCEMENT SYSTEM.17. ALL NON BEARING METAL STUD WALLS IN CONCRETE CONSTRUCTION SHALL HAVE A 2" DEEP SLIP VOID AT THE TOP OF WALL. W/DREF.DWW/DREF.DWW/DDWW/DDWW/DREF.DWW/DDW1A7.021A7.021A4.021A4.021122334455667788991010CC2BReU101A1BRcU102A1BRcU101BSTUDIO BU102B1BRcU101C2BRcU102CCORRIDOR101BCORRIDOR101CCORRIDOR101AFGGGGGHGGGGB5B5B53' - 0 1/8"18' - 8 1/8"191' - 0"3' - 0 1/8"18' - 8 1/4"FSTORAGE106ASTORAGE106BSTORAGE108C1A4.031A4.0337' - 5"8' - 8"24' - 5 1/2"24' - 5 1/2"8' - 8"16' - 9 1/2"24' - 5 1/2"8' - 8"37' - 5"24' - 0 1/8"13' - 4 7/8"8' - 8"11' - 9 7/8"12' - 7 5/8"12' - 7 5/8"11' - 9 7/8"8' - 5 7/8"0' - 2 1/8"16' - 9 1/2"12' - 7 5/8"11' - 9 7/8"8' - 8"13' - 4 7/8"24' - 0 1/8"3' - 6 1/8"14' - 3 3/4"6' - 2 3/8"7' - 9 1/8"5' - 7 3/4"8' - 8"5' - 8"6' - 1 7/8"6' - 5"6' - 2 5/8"6' - 2 5/8"6' - 5"6' - 1 7/8"5' - 8"8' - 5 7/8"0' - 2 1/8"8' - 4 7/8"8' - 4 5/8"6' - 3 3/8"6' - 4 3/8"5' - 9"6' - 0 7/8"8' - 8"5' - 7 3/4"7' - 9 1/4"6' - 2 3/8"14' - 3 5/8"3' - 6 1/8"106A106B108CP2P2P2GGA3.123KEY PLANPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 2 -FIRST FLOORPLAN OPTION 2A2.11bSD SET04/01/2019SCALE:1/8" = 1'-0"1LEVEL 01 - NO ENTRYGENERAL NOTES:3. DO NOT SCALE DRAWINGS.4. SEE A5 SHEETS FOR ENLARGED UNIT PLANS.5. SEE A6 SHEETS FOR INTERIOR ELEVATIONS.6. SEE A8 SHEETS FOR DOOR AND WINDOW SCHEDULES.7. ALL DIMENSIONS ARE FROM FACE OF FRAMING UNLESS NOTED OTHERWISE.8. ALL WALLS ARE 3-5/8" UNLESS NOTED OTHERWISE.9. SEE SYSTEMS SHEET A1.0 FOR WALL TYPES.10. ALL INTERIOR FINISHES PER SEPERATE INTERIOR DIRECTIVE UNLESS NOTED OTHERWISE.REFERENCE NOTES:STANDPIPE OR HOSE CABINETPERSONAL FIRE EXTINGUISHER1. EXTERIOR WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE : LOAD BEARING NON-BEARINGXXXX2. CORRIDOR & DEMISING WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE : XX1211. PROVIDE PROPER SEALING AND CAULKING AT ALL PENETRATIONS TO ENSURE WEATHER TIGHT BUILDING ENVELOPE.12. PROVIDE FIRE CAULKING AT ALL PENETRATIONS THROUGH RATED ASSEMBLIES.13. FLASH ALL ROOF PENETRATIONS ACCORDING TO MANUFACTURERS INSTRUCTIONS.14. PROVIDE HANDICAP ACCESSIBLE SYMBOL AND UPRIGHT SIGN AT ALL ACCESSIBLE PARKING SPACES.15. PROVIDE CODE REQUIRED SIGNAGE BELOW:A. PROVIDE STAIRWAY FLOOR NUMBER SIGNS PER SECTION 1022.8, 2009 IFCB. EMERGENCY SIGNS SHALL BE POSTED ADJACENT TO THE ELEVATOR CALL BUTTONS AS PER SECTION 3002.3, 2009 IBC AMENDEDC. ACCESSIBILITY SIGNAGE PER SECTION 1110, 2009 IBC. WITHIN ALL STAIRWAYS CONNECTING MORE THAN THREE STORIES, SIGNAGE SHALL BE PROVIDED.16. IF REQUIRED BY FIRE DEPARTMENT PROVIDE EMERGENCY RESPONDER RADIO ENHANCEMENT SYSTEM.17. ALL NON BEARING METAL STUD WALLS IN CONCRETE CONSTRUCTION SHALL HAVE A 2" DEEP SLIP VOID AT THE TOP OF WALL. UPW/DDWREF.W/DDWREF.W/DDWREF.W/DDWREF.W/DDWREF.W/DDWREF.W/DREF.DWW/DREF.DWW/DREF.DWW/DREF.DWW/DREF.DWW/DREF.DWA3.121A3.112A3.122A3.1111A7.021A7.02202A202B202C1A4.021A4.021122334455667788991010AABBCC191' - 0"37' - 5"8' - 8"24' - 5 1/2"24' - 5 1/2"8' - 8"16' - 9 1/2"24' - 5 1/2"8' - 8"37' - 5"24' - 0 1/8"13' - 2 3/4"0' - 2 1/8"8' - 8"0' - 2 1/8"11' - 7 3/4"12' - 7 5/8"12' - 7 5/8"11' - 7 3/4"0' - 2 1/8"8' - 8"16' - 9 1/2"12' - 7 5/8"11' - 7 3/4"0' - 2 1/8"8' - 8"0' - 2 1/8"13' - 2 3/4"24' - 0 1/8"3' - 5"14' - 5 3/4"6' - 1 3/8"7' - 9 1/4"5' - 5 5/8"0' - 2 1/8"4' - 3 1/4"4' - 4 7/8"0' - 2 1/8"5' - 7 3/4"6' - 0"6' - 5"6' - 2 5/8"6' - 2 5/8"6' - 5"6' - 1 7/8"5' - 5 7/8"0' - 2 1/8"4' - 4 1/8"4' - 3 7/8"8' - 4 3/4"8' - 4 3/4"6' - 2 5/8"6' - 5"5' - 9 1/8"5' - 10 5/8"0' - 2 1/8"4' - 4"4' - 4"0' - 2 1/8"5' - 5 5/8"7' - 9 1/8"6' - 2 3/8"14' - 4 3/4"3' - 5 1/8"27' - 8 1/2"27' - 11 1/2"55' - 8"2' - 11"5' - 2 1/2"13' - 6 7/8"6' - 0 1/4"6' - 0 1/4"13' - 9 7/8"5' - 2 5/8"2' - 10 7/8"191' - 0"37' - 5"8' - 8"24' - 5 1/2"24' - 5 1/2"8' - 8"16' - 9 1/2"24' - 5 1/2"8' - 8"37' - 5"24' - 0 1/8"13' - 4 7/8"8' - 8"11' - 9 7/8"12' - 7 5/8"12' - 7 5/8"11' - 9 7/8"8' - 5 7/8"0' - 2 1/8"16' - 9 1/2"12' - 7 5/8"11' - 9 7/8"8' - 8"13' - 4 7/8"24' - 0 1/8"3' - 5"14' - 4 7/8"6' - 2 3/8"7' - 9 1/8"5' - 7 3/4"8' - 8"5' - 8"6' - 1 7/8"6' - 5"6' - 2 5/8"6' - 2 5/8"6' - 5"5' - 10"5' - 11 7/8"8' - 5 7/8"0' - 2 1/8"8' - 4 7/8"8' - 4 5/8"6' - 2 5/8"6' - 5"5' - 9"6' - 0 7/8"8' - 8"5' - 7 3/4"7' - 9 1/4"6' - 2 3/8"14' - 4 3/4"3' - 5"55' - 8"27' - 8 1/2"27' - 11 1/2"8' - 1 1/2"13' - 6 7/8"6' - 0 1/8"6' - 0 1/4"13' - 9 7/8"5' - 2 1/2"2' - 11"2BReU203ACORRIDOR201A1BRcU204A1BRcU203BCORRIDOR201BSTUDIO BU204B1BRcU203CCORRIDOR201C2BReU204CSTORAGE202C2BReU202C1BRcU201CSTUDIO BU202BSTORAGE202B1BRcU201B1BRcU202ASTORAGE202A2BReU201AAAAAB2AAB2ACAB2AAAAEB1AAB1AAAB2ACB2AAB2AAAEB1AAB1EE1A4.031A4.03B1B1B1B1B1B2B2B2B1B1KEY PLANPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 2 -SECONDFLOOR PLANA2.12SD SET04/01/2019SCALE:1/8" = 1'-0"1LEVEL 02GENERAL NOTES:3. DO NOT SCALE DRAWINGS.4. SEE A5 SHEETS FOR ENLARGED UNIT PLANS.5. SEE A6 SHEETS FOR INTERIOR ELEVATIONS.6. SEE A8 SHEETS FOR DOOR AND WINDOW SCHEDULES.7. ALL DIMENSIONS ARE FROM FACE OF FRAMING UNLESS NOTED OTHERWISE.8. ALL WALLS ARE 3-5/8" UNLESS NOTED OTHERWISE.9. SEE SYSTEMS SHEET A1.0 FOR WALL TYPES.10. ALL INTERIOR FINISHES PER SEPERATE INTERIOR DIRECTIVE UNLESS NOTED OTHERWISE.REFERENCE NOTES:STANDPIPE OR HOSE CABINETPERSONAL FIRE EXTINGUISHER1. EXTERIOR WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE : LOAD BEARING NON-BEARINGXXXX2. CORRIDOR & DEMISING WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE : XX1211. PROVIDE PROPER SEALING AND CAULKING AT ALL PENETRATIONS TO ENSURE WEATHER TIGHT BUILDING ENVELOPE.12. PROVIDE FIRE CAULKING AT ALL PENETRATIONS THROUGH RATED ASSEMBLIES.13. FLASH ALL ROOF PENETRATIONS ACCORDING TO MANUFACTURERS INSTRUCTIONS.14. PROVIDE HANDICAP ACCESSIBLE SYMBOL AND UPRIGHT SIGN AT ALL ACCESSIBLE PARKING SPACES.15. PROVIDE CODE REQUIRED SIGNAGE BELOW:A. PROVIDE STAIRWAY FLOOR NUMBER SIGNS PER SECTION 1022.8, 2009 IFCB. EMERGENCY SIGNS SHALL BE POSTED ADJACENT TO THE ELEVATOR CALL BUTTONS AS PER SECTION 3002.3, 2009 IBC AMENDEDC. ACCESSIBILITY SIGNAGE PER SECTION 1110, 2009 IBC. WITHIN ALL STAIRWAYS CONNECTING MORE THAN THREE STORIES, SIGNAGE SHALL BE PROVIDED.16. IF REQUIRED BY FIRE DEPARTMENT PROVIDE EMERGENCY RESPONDER RADIO ENHANCEMENT SYSTEM.17. ALL NON BEARING METAL STUD WALLS IN CONCRETE CONSTRUCTION SHALL HAVE A 2" DEEP SLIP VOID AT THE TOP OF WALL. UPW/DDWREF.W/DDWREF.W/DDWREF.W/DDWREF.W/DDWREF.W/DDWREF.W/DREF.DWW/DREF.DWW/DREF.DWW/DREF.DWW/DREF.DWW/DREF.DWA3.121A3.1221A7.021A7.021A4.021A4.021122334455667788991010AABBCC191' - 0"55' - 8"191' - 0"55' - 8"37' - 5"8' - 8"24' - 5 1/2"24' - 5 1/2"8' - 8"16' - 9 1/2"24' - 5 1/2"8' - 8"37' - 5"24' - 0 1/8"13' - 2 3/4"0' - 2 1/8"4' - 3 1/4"4' - 4 7/8"0' - 2 1/8"11' - 7 3/4"12' - 7 5/8"12' - 7 5/8"11' - 7 3/4"0' - 2 1/8"8' - 8"16' - 9 1/2"12' - 7 5/8"11' - 7 3/4"0' - 2 1/8"8' - 8"0' - 2 1/8"13' - 2 3/4"24' - 0 1/8"3' - 5"14' - 5 3/4"6' - 1 3/8"7' - 9 1/4"5' - 5 5/8"0' - 2 1/8"4' - 3 1/4"4' - 4 7/8"0' - 2 1/8"5' - 7 3/4"6' - 0"6' - 5"6' - 2 5/8"6' - 2 5/8"6' - 5"6' - 1 7/8"5' - 5 7/8"0' - 2 1/8"4' - 4 1/8"4' - 3 7/8"8' - 4 3/4"8' - 4 3/4"6' - 2 5/8"6' - 5"5' - 9 1/8"5' - 10 5/8"0' - 2 1/8"4' - 4"4' - 4"0' - 2 1/8"5' - 5 5/8"7' - 9 1/8"6' - 2 3/8"14' - 5"3' - 4 7/8"27' - 8 1/2"27' - 11 1/2"2' - 11"5' - 2 1/2"13' - 6 7/8"6' - 0 1/4"6' - 0 1/4"13' - 9 7/8"8' - 1 1/2"37' - 5"8' - 8"24' - 5 1/2"24' - 5 1/2"8' - 8"16' - 9 1/2"24' - 5 1/2"8' - 8"37' - 5"3' - 4 5/8"14' - 5 1/4"6' - 2 3/8"7' - 9 1/8"5' - 7 3/4"8' - 8"5' - 7 3/4"6' - 2 1/8"6' - 5"6' - 2 5/8"6' - 2 5/8"6' - 5"5' - 10"5' - 11 7/8"8' - 5 7/8"0' - 2 1/8"8' - 4 7/8"8' - 4 5/8"6' - 2 5/8"6' - 5"5' - 9"6' - 0 7/8"8' - 8"5' - 7 3/4"7' - 9 1/4"6' - 2 3/8"14' - 4 3/4"3' - 5"24' - 0 1/8"13' - 4 7/8"8' - 8"11' - 9 7/8"12' - 7 5/8"12' - 7 5/8"11' - 9 7/8"8' - 5 7/8"0' - 2 1/8"16' - 9 1/2"12' - 7 5/8"11' - 9 7/8"8' - 8"13' - 4 7/8"24' - 0 1/8"27' - 8 1/2"27' - 11 1/2"8' - 1 1/2"13' - 6 7/8"6' - 0 1/8"6' - 0 1/4"13' - 9 7/8"5' - 2 1/2"2' - 11"AAAAB2AAB2ACAB2AAAAEB1AAB1AAA302CB2AC302BB2AAB2AAAEAB1AB1302ACORRIDOR301C2BReU304C2BReU302CSTORAGE302C1BRcU301C1BRcU303CSTUDIO BU304BSTUDIO BU302BSTORAGE302BCORRIDOR301B1BRcU303B1BRcU301B1BRcU302A1BRcU304ACORRIDOR301ASTORAGE302A2BReU301A2BReU303AEE1A4.031A4.03B1B2B2B2B1B1B1B1B1B1A3.112A3.111KEY PLANPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 2 -THIRD FLOORPLANA2.13SD SET04/01/2019SCALE:1/8" = 1'-0"1LEVEL 03GENERAL NOTES:3. DO NOT SCALE DRAWINGS.4. SEE A5 SHEETS FOR ENLARGED UNIT PLANS.5. SEE A6 SHEETS FOR INTERIOR ELEVATIONS.6. SEE A8 SHEETS FOR DOOR AND WINDOW SCHEDULES.7. ALL DIMENSIONS ARE FROM FACE OF FRAMING UNLESS NOTED OTHERWISE.8. ALL WALLS ARE 3-5/8" UNLESS NOTED OTHERWISE.9. SEE SYSTEMS SHEET A1.0 FOR WALL TYPES.10. ALL INTERIOR FINISHES PER SEPERATE INTERIOR DIRECTIVE UNLESS NOTED OTHERWISE.REFERENCE NOTES:STANDPIPE OR HOSE CABINETPERSONAL FIRE EXTINGUISHER1. EXTERIOR WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE : LOAD BEARING NON-BEARINGXXXX2. CORRIDOR & DEMISING WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE : XX1211. PROVIDE PROPER SEALING AND CAULKING AT ALL PENETRATIONS TO ENSURE WEATHER TIGHT BUILDING ENVELOPE.12. PROVIDE FIRE CAULKING AT ALL PENETRATIONS THROUGH RATED ASSEMBLIES.13. FLASH ALL ROOF PENETRATIONS ACCORDING TO MANUFACTURERS INSTRUCTIONS.14. PROVIDE HANDICAP ACCESSIBLE SYMBOL AND UPRIGHT SIGN AT ALL ACCESSIBLE PARKING SPACES.15. PROVIDE CODE REQUIRED SIGNAGE BELOW:A. PROVIDE STAIRWAY FLOOR NUMBER SIGNS PER SECTION 1022.8, 2009 IFCB. EMERGENCY SIGNS SHALL BE POSTED ADJACENT TO THE ELEVATOR CALL BUTTONS AS PER SECTION 3002.3, 2009 IBC AMENDEDC. ACCESSIBILITY SIGNAGE PER SECTION 1110, 2009 IBC. WITHIN ALL STAIRWAYS CONNECTING MORE THAN THREE STORIES, SIGNAGE SHALL BE PROVIDED.16. IF REQUIRED BY FIRE DEPARTMENT PROVIDE EMERGENCY RESPONDER RADIO ENHANCEMENT SYSTEM.17. ALL NON BEARING METAL STUD WALLS IN CONCRETE CONSTRUCTION SHALL HAVE A 2" DEEP SLIP VOID AT THE TOP OF WALL. GENERAL NOTES:REFERENCE NOTES:DOWNSPOUTOVERFLOW SCUPPER12LEGEND:EPS CRICKET1. ROOFING MATERIAL IS ______. ROOF SYSTEM TO BE WARRANTIED FOR 30 YEARS.2. SEE ELEVATIONS & SECTIONS FOR PARAPET HEIGHTS.3. ENSURE POSITIVE DRAINAGE TO ROOF DRAINS AT ¼”PER FOOT. PROVIDE CRICKETS AS REQUIRED. A MIN. 1% SLOPE ONLY AT CRICKET VALLEYS IS ACCEPTABLE.4. PROVIDE PROTECTION PADS ON FLAT ROOFS CONNECTING ROOF ACCESS POINTS WITH ALL ROOFTOP EQUIPMENT REQUIRING SERVICE.5. NO ROOF ACCESS OR ROOFTOP EQUIPMENT IS PROVIDED.6. FLASH ALL ROOF PENETRATIONS ACCORDING TO MANUFACTURERS INSTRUCTIONS.7. ALL DOWNSPOUTS ARE HARD PIPED INTO SUB-GRADE STORM PIPES. SEE CIVIL.8. IN AREAS WHERE ATTIC DEPTH EXCEEDS 30”, PROVIDE LOCKABLE ATTIC ACCESS HATCHES MINIMUM 22”X 30”IN SIZE. SEE PLANS FOR LOCATIONS. 1A7.021A7.021A4.021A4.021122334455667788991010AABBCC1/4" / 12"1212121A4.031A4.03189' - 11 3/4"54' - 7 3/4"189' - 11 3/4"54' - 7 3/4"A3.112A3.111A3.122A3.121PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 2 -ROOF PLANA2.14SD SET04/01/2019SCALE:1/8" = 1'-0"1ROOF PLAN BBAACC11223344556677100' - 0"100' - 0"100' - 6"100' - 2"100' - 2"100' - 0"100' - 0"100' - 2"100' - 2"99' - 6"99' - 6"99' - 8"99' - 8"100' - 0"99' - 6"99' - 6"99' - 6"99' - 8"99' - 8"99' - 8"37' - 5 1/8"8' - 8"24' - 5 1/2"24' - 5 1/2"8' - 8"37' - 5 1/8"37' - 5 1/8"8' - 8"24' - 5 1/2"24' - 5 1/2"8' - 8"37' - 5 1/8"24' - 0 1/4"13' - 4 7/8"8' - 8"11' - 9 7/8"12' - 7 5/8"12' - 7 5/8"11' - 9 7/8"8' - 8"13' - 4 7/8"24' - 0 1/4"1' - 7 3/8"8' - 2"3' - 8 1/4"8' - 2"15' - 9 1/2"8' - 8"1' - 11 1/2"8' - 2"4' - 0 1/8"8' - 2"2' - 1 7/8"2' - 1 7/8"8' - 2"4' - 0 1/8"8' - 2"1' - 11 1/2"8' - 8"2' - 7"8' - 2"4' - 11 1/2"8' - 2"3' - 8 1/4"8' - 2"1' - 8 3/8"27' - 11 5/8"27' - 8 5/8"27' - 11 5/8"27' - 8 5/8"3' - 0"3' - 0"3' - 0"3' - 0"18' - 6"18' - 6"18' - 6"18' - 6"0' - 6"10' - 9 1/4"0' - 3 5/8"12' - 0"22' - 9"11' - 9"0' - 3 5/8"11' - 9 5/8"0' - 4 1/2"0' - 4 1/2"11' - 9 5/8"0' - 3 5/8"11' - 9"9' - 1 1/2"13' - 3 7/8"0' - 3 5/8"12' - 0"0' - 3 5/8"10' - 9 3/4"0' - 5 1/2"1/8" / 12"1/8" / 12"1/8" / 12"1/8" / 12"1/8" / 12"1/8" / 12"1/8" / 12"1/8" / 12"1/8" / 12"1/4" / 12"1/4" / 12"6' - 4"3' - 4"3' - 4"6' - 4"GENERAL NOTES:1. THE INTENT OF THIS PLAN IS TO DESCRIBE THE SLAB WITH OTHER ITEMS REMOVED FOR CLARITY. MAJOR DIMENSIONS, PENETRATIONS, STEPS AND SLOPES ARE INDICATED HEREIN. SEE STRUCTURAL.2. PROVIDE PENETRATING SEALER TO ALL CONCRETE SURFACES, EXCEPT WHERE TRAFFIC COATING IS NOTED OR PROTECTED BY A WATER PROOFING MEMBRANE.3. LEVEL 01 CONCRETE TO BE STAINED AND SEALED. SEE INTERIOR DESIGN PACKAGE.4. SEE A5.20 FOR PATIO DIMENSIONS5. ALL PATIOS TO SLOPE 2% AWAY FROM BUILDING, UNLESS NOTED OTHERWISE.6. PATIOS WITH EDGES BELOW ADJACENT GRADE TO RECEIVE STEM WALL AND SLOPE TO AREA DRAIN7. PATIOS AT TYPE A UNITS DO NOT STEP DOWN 4", BUT SLOPE AWAY FROM BUILDING @ 2%LEGEND:FDFLOOR DRAINS, SEE PLUMBINGBRICK LEDGE: 6" WIDE, 8" DEEPREFERENCE NOTES:T.O. SLAB ELEVATIONS:PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 3 -SLAB PLANLEVEL 01A2.20SD SET04/01/2019SCALE:3/32" = 1'-0"1SLAB PLAN LEVEL 01 UPW/DREF.DWW/DREF.DWW/DDWREF.W/DDWREF.KEY PLANA3.222A3.211BBAACC11223344556677141' - 1 1/4"37' - 5 1/8"8' - 8"24' - 5 1/2"24' - 5 1/2"8' - 8"37' - 5 1/8"5' - 7 3/8"11' - 10 1/4"15' - 11 1/2"4' - 0"8' - 8"5' - 11 1/2"12' - 2 1/8"6' - 3 7/8"6' - 1 7/8"12' - 4 1/8"5' - 11 1/2"8' - 8"6' - 9"13' - 1 1/2"11' - 10 1/4"5' - 8 3/8"55' - 8 1/4"27' - 11 5/8"27' - 8 5/8"4' - 0 3/8"4' - 0"12' - 2 5/8"4' - 0"3' - 8 5/8"6' - 0 1/4"18' - 8 1/4"3' - 0 1/8"141' - 1 1/4"37' - 5 1/8"8' - 8"24' - 5 1/2"24' - 5 1/2"8' - 8"37' - 5 1/8"24' - 0 1/4"13' - 4 7/8"8' - 8"11' - 9 7/8"12' - 7 5/8"12' - 7 5/8"11' - 9 7/8"8' - 8"13' - 4 5/8"24' - 0 1/2"3' - 6 1/8"14' - 3 3/4"6' - 2 3/8"5' - 7 3/4"7' - 9 1/8"14' - 4"6' - 1 7/8"6' - 5"6' - 2 5/8"6' - 2 5/8"6' - 5"6' - 1 7/8"5' - 8"8' - 8"7' - 8 7/8"5' - 7 3/4"6' - 2 5/8"14' - 3 3/4"3' - 6 1/8"55' - 8 1/4"27' - 11 5/8"27' - 8 5/8"4' - 0 3/8"4' - 0"12' - 2 5/8"4' - 0"3' - 8 5/8"6' - 0 1/4"18' - 8 1/4"3' - 0 1/8"GARAGE103AGARAGE104ASTORAGE105ACORRIDOR102ACORRIDOR101AGARAGE107AGARAGE108AGARAGE102BGARAGE103BCORRIDOR101BGARAGE105BGARAGE106BGARAGE107BCORRIDOR104B2BReU102B1BRcU101B1BRcU102A2BReU101AMMMMG1G1302BG1105A102A104A103A108A107AGFGGGB5GB5GGG102B103B104B105B106B107BG1G1G1FGMMMMWATER & FIRE106AL101C101DLG1G1G1101AL101BLGP1P1PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 3 -FIRST FLOORPLANA2.21aSD SET04/01/2019GENERAL NOTES:3. DO NOT SCALE DRAWINGS.4. SEE A5 SHEETS FOR ENLARGED UNIT PLANS.5. SEE A6 SHEETS FOR INTERIOR ELEVATIONS.6. SEE A8 SHEETS FOR DOOR AND WINDOW SCHEDULES.7. ALL DIMENSIONS ARE FROM FACE OF FRAMING UNLESS NOTED OTHERWISE.8. ALL WALLS ARE 3-5/8" UNLESS NOTED OTHERWISE.9. SEE SYSTEMS SHEET A1.0 FOR WALL TYPES.10. ALL INTERIOR FINISHES PER SEPERATE INTERIOR DIRECTIVE UNLESS NOTED OTHERWISE.REFERENCE NOTES:STANDPIPE OR HOSE CABINETPERSONAL FIRE EXTINGUISHER1. EXTERIOR WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE : LOAD BEARING NON-BEARINGXXXX2. CORRIDOR & DEMISING WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE : XX1211. PROVIDE PROPER SEALING AND CAULKING AT ALL PENETRATIONS TO ENSURE WEATHER TIGHT BUILDING ENVELOPE.12. PROVIDE FIRE CAULKING AT ALL PENETRATIONS THROUGH RATED ASSEMBLIES.13. FLASH ALL ROOF PENETRATIONS ACCORDING TO MANUFACTURERS INSTRUCTIONS.14. PROVIDE HANDICAP ACCESSIBLE SYMBOL AND UPRIGHT SIGN AT ALL ACCESSIBLE PARKING SPACES.15. PROVIDE CODE REQUIRED SIGNAGE BELOW:A. PROVIDE STAIRWAY FLOOR NUMBER SIGNS PER SECTION 1022.8, 2009 IFCB. EMERGENCY SIGNS SHALL BE POSTED ADJACENT TO THE ELEVATOR CALL BUTTONS AS PER SECTION 3002.3, 2009 IBC AMENDEDC. ACCESSIBILITY SIGNAGE PER SECTION 1110, 2009 IBC. WITHIN ALL STAIRWAYS CONNECTING MORE THAN THREE STORIES, SIGNAGE SHALL BE PROVIDED.16. IF REQUIRED BY FIRE DEPARTMENT PROVIDE EMERGENCY RESPONDER RADIO ENHANCEMENT SYSTEM.17. ALL NON BEARING METAL STUD WALLS IN CONCRETE CONSTRUCTION SHALL HAVE A 2" DEEP SLIP VOID AT THE TOP OF WALL.SCALE:1/8" = 1'-0"1LEVEL 01 W/DREF.DWW/DREF.DWW/DDWW/DDWCC1122334455667718' - 8 1/4"3' - 0 1/8"141' - 1 1/4"37' - 5 1/8"8' - 8"24' - 5 1/2"24' - 5 1/2"8' - 8"37' - 5 1/8"24' - 0 1/4"13' - 4 7/8"8' - 8"11' - 9 7/8"12' - 7 5/8"12' - 7 5/8"11' - 9 7/8"8' - 8"13' - 4 5/8"24' - 0 1/2"3' - 6 1/8"14' - 3 3/4"6' - 2 3/8"5' - 7 3/4"7' - 9 1/8"14' - 4"6' - 1 7/8"6' - 5"6' - 2 5/8"6' - 2 5/8"6' - 5"6' - 1 7/8"5' - 8"8' - 8"7' - 8 7/8"5' - 7 3/4"6' - 2 5/8"14' - 3 3/4"3' - 6 1/8"18' - 8 1/4"3' - 0 1/8"CORRIDOR101ACORRIDOR101B2BReU102B1BRcU101B1BRcU102A2BReU101AGFGGGB5GB5GGGFGSTORAGE109ASTORAGE108BGP2P2109A108BKEY PLANPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 3 -FIRST FLOORPLAN OPTION 2A2.21bSD SET04/01/2019SCALE:1/8" = 1'-0"1LEVEL 01 - NO ENTRYGENERAL NOTES:3. DO NOT SCALE DRAWINGS.4. SEE A5 SHEETS FOR ENLARGED UNIT PLANS.5. SEE A6 SHEETS FOR INTERIOR ELEVATIONS.6. SEE A8 SHEETS FOR DOOR AND WINDOW SCHEDULES.7. ALL DIMENSIONS ARE FROM FACE OF FRAMING UNLESS NOTED OTHERWISE.8. ALL WALLS ARE 3-5/8" UNLESS NOTED OTHERWISE.9. SEE SYSTEMS SHEET A1.0 FOR WALL TYPES.10. ALL INTERIOR FINISHES PER SEPERATE INTERIOR DIRECTIVE UNLESS NOTED OTHERWISE.REFERENCE NOTES:STANDPIPE OR HOSE CABINETPERSONAL FIRE EXTINGUISHER1. EXTERIOR WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE : LOAD BEARING NON-BEARINGXXXX2. CORRIDOR & DEMISING WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE : XX1211. PROVIDE PROPER SEALING AND CAULKING AT ALL PENETRATIONS TO ENSURE WEATHER TIGHT BUILDING ENVELOPE.12. PROVIDE FIRE CAULKING AT ALL PENETRATIONS THROUGH RATED ASSEMBLIES.13. FLASH ALL ROOF PENETRATIONS ACCORDING TO MANUFACTURERS INSTRUCTIONS.14. PROVIDE HANDICAP ACCESSIBLE SYMBOL AND UPRIGHT SIGN AT ALL ACCESSIBLE PARKING SPACES.15. PROVIDE CODE REQUIRED SIGNAGE BELOW:A. PROVIDE STAIRWAY FLOOR NUMBER SIGNS PER SECTION 1022.8, 2009 IFCB. EMERGENCY SIGNS SHALL BE POSTED ADJACENT TO THE ELEVATOR CALL BUTTONS AS PER SECTION 3002.3, 2009 IBC AMENDEDC. ACCESSIBILITY SIGNAGE PER SECTION 1110, 2009 IBC. WITHIN ALL STAIRWAYS CONNECTING MORE THAN THREE STORIES, SIGNAGE SHALL BE PROVIDED.16. IF REQUIRED BY FIRE DEPARTMENT PROVIDE EMERGENCY RESPONDER RADIO ENHANCEMENT SYSTEM.17. ALL NON BEARING METAL STUD WALLS IN CONCRETE CONSTRUCTION SHALL HAVE A 2" DEEP SLIP VOID AT THE TOP OF WALL. W/DREF.DWW/DREF.DWUPUPW/DREF.DWW/DREF.DWW/DDWREF.W/DDWREF.W/DDWREF.W/DDWREF.KEY PLANA3.211BBAACC11223344556677141' - 1 1/4"37' - 5 1/8"8' - 8"24' - 5 1/2"24' - 5 1/2"8' - 8"37' - 5 1/8"24' - 0 1/4"13' - 4 7/8"8' - 8"11' - 9 7/8"12' - 7 5/8"12' - 7 5/8"11' - 9 7/8"8' - 8"13' - 4 5/8"24' - 0 1/2"3' - 5"14' - 4 7/8"6' - 2 3/8"7' - 9 1/8"5' - 7 3/4"8' - 8"5' - 8"6' - 1 7/8"6' - 5"6' - 2 5/8"6' - 2 5/8"6' - 5"6' - 1 7/8"5' - 8"8' - 8"5' - 7 3/4"7' - 8 7/8"6' - 2 5/8"14' - 4 7/8"3' - 5"27' - 11 5/8"27' - 8 5/8"55' - 8 1/4"2' - 10 3/4"5' - 2 3/4"13' - 9 7/8"6' - 0 1/4"6' - 0 1/4"13' - 6 7/8"5' - 2 1/2"2' - 11"55' - 8 1/4"27' - 11 5/8"27' - 8 5/8"2' - 11"5' - 2 1/2"13' - 9 7/8"6' - 0 1/4"6' - 0 1/4"13' - 6 7/8"5' - 2 1/2"2' - 11 1/8"141' - 1 1/4"37' - 5 1/8"8' - 8"24' - 5 1/2"24' - 5 1/2"8' - 8"37' - 5 1/8"24' - 0 1/4"13' - 4 7/8"8' - 8"11' - 9 7/8"12' - 7 5/8"12' - 7 5/8"11' - 9 7/8"8' - 8"13' - 4 5/8"24' - 0 1/2"3' - 5"14' - 4 7/8"6' - 2 3/8"7' - 9 1/8"5' - 7 3/4"4' - 4"4' - 4"5' - 8"6' - 1 7/8"6' - 5"6' - 2 5/8"6' - 2 5/8"6' - 5"6' - 1 7/8"5' - 8"4' - 4"4' - 4"5' - 7 3/4"7' - 8 7/8"6' - 2 5/8"14' - 5 3/8"3' - 4 5/8"AAAAB2AB2AAAAEB1AAB1EAAAB2AB2202A202BAAAEB1AAB1E2BReU203ACORRIDOR201ASTORAGE202A2BReU201A1BRcU202A1BRcU204A1BRcU203B1BRcU201BSTORAGE202BCORRIDOR201B2BReU204B2BReU202BB1B1AAB2B2B1B1B1B1PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 3 -SECONDFLOOR PLANA2.22SD SET04/01/2019GENERAL NOTES:3. DO NOT SCALE DRAWINGS.4. SEE A5 SHEETS FOR ENLARGED UNIT PLANS.5. SEE A6 SHEETS FOR INTERIOR ELEVATIONS.6. SEE A8 SHEETS FOR DOOR AND WINDOW SCHEDULES.7. ALL DIMENSIONS ARE FROM FACE OF FRAMING UNLESS NOTED OTHERWISE.8. ALL WALLS ARE 3-5/8" UNLESS NOTED OTHERWISE.9. SEE SYSTEMS SHEET A1.0 FOR WALL TYPES.10. ALL INTERIOR FINISHES PER SEPERATE INTERIOR DIRECTIVE UNLESS NOTED OTHERWISE.REFERENCE NOTES:STANDPIPE OR HOSE CABINETPERSONAL FIRE EXTINGUISHER1. EXTERIOR WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE : LOAD BEARING NON-BEARINGXXXX2. CORRIDOR & DEMISING WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE : XX1211. PROVIDE PROPER SEALING AND CAULKING AT ALL PENETRATIONS TO ENSURE WEATHER TIGHT BUILDING ENVELOPE.12. PROVIDE FIRE CAULKING AT ALL PENETRATIONS THROUGH RATED ASSEMBLIES.13. FLASH ALL ROOF PENETRATIONS ACCORDING TO MANUFACTURERS INSTRUCTIONS.14. PROVIDE HANDICAP ACCESSIBLE SYMBOL AND UPRIGHT SIGN AT ALL ACCESSIBLE PARKING SPACES.15. PROVIDE CODE REQUIRED SIGNAGE BELOW:A. PROVIDE STAIRWAY FLOOR NUMBER SIGNS PER SECTION 1022.8, 2009 IFCB. EMERGENCY SIGNS SHALL BE POSTED ADJACENT TO THE ELEVATOR CALL BUTTONS AS PER SECTION 3002.3, 2009 IBC AMENDEDC. ACCESSIBILITY SIGNAGE PER SECTION 1110, 2009 IBC. WITHIN ALL STAIRWAYS CONNECTING MORE THAN THREE STORIES, SIGNAGE SHALL BE PROVIDED.16. IF REQUIRED BY FIRE DEPARTMENT PROVIDE EMERGENCY RESPONDER RADIO ENHANCEMENT SYSTEM.17. ALL NON BEARING METAL STUD WALLS IN CONCRETE CONSTRUCTION SHALL HAVE A 2" DEEP SLIP VOID AT THE TOP OF WALL.SCALE:1/8" = 1'-0"1LEVEL 02 UPW/DREF.DWW/DREF.DWW/DREF.DWW/DREF.DWW/DDWREF.W/DDWREF.W/DDWREF.W/DDWREF.KEY PLANBBAACC11223344556677141' - 1 1/4"37' - 5 1/8"8' - 8"24' - 5 1/2"24' - 5 1/2"8' - 8"37' - 5 1/8"24' - 0 1/4"13' - 4 7/8"8' - 8"11' - 9 7/8"12' - 7 5/8"12' - 7 5/8"11' - 9 7/8"8' - 8"13' - 4 5/8"24' - 0 1/2"3' - 5"14' - 4 7/8"6' - 2 3/8"7' - 9 1/8"5' - 7 3/4"4' - 4"4' - 4"5' - 8"6' - 1 7/8"6' - 5"6' - 2 5/8"6' - 2 5/8"6' - 5"6' - 1 7/8"5' - 8"4' - 4"4' - 4"5' - 7 3/4"7' - 8 7/8"6' - 2 5/8"14' - 5 1/4"3' - 4 5/8"55' - 8 1/4"27' - 11 5/8"27' - 8 5/8"2' - 10 3/4"5' - 2 3/4"13' - 10"6' - 0 1/8"6' - 0 1/4"13' - 6 7/8"5' - 2 1/2"2' - 11"141' - 1 1/4"55' - 8 1/4"24' - 0 1/4"13' - 4 7/8"8' - 8"11' - 9 7/8"12' - 7 5/8"12' - 7 5/8"11' - 9 7/8"8' - 8"13' - 4 5/8"24' - 0 1/2"3' - 5"14' - 4 7/8"6' - 2 3/8"7' - 9 1/8"5' - 7 3/4"8' - 8"5' - 8"6' - 1 7/8"6' - 5"6' - 2 5/8"6' - 2 5/8"6' - 5"6' - 1 7/8"5' - 8"8' - 8"5' - 7 3/4"7' - 8 7/8"6' - 2 5/8"14' - 4 7/8"3' - 5"2' - 11"5' - 2 1/2"13' - 9 7/8"6' - 0 1/8"6' - 0 1/4"13' - 6 7/8"5' - 2 3/8"2' - 11 1/8"27' - 11 5/8"27' - 8 5/8"2BReU303A2BReU301A2BReU302B2BReU304BCORRIDOR301BSTORAGE302BSTORAGE302ACORRIDOR301A1BRcU304A1BRcU303B1BRcU301B1BRcU302AB1EAAA302BAB2AB2302AAAAB1EAAAAB2AB2AAAAEB1AAB1EAAB2B2B1B1B1AB1B1B1PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 3 -THIRD FLOORPLANA2.23SD SET04/01/2019GENERAL NOTES:3. DO NOT SCALE DRAWINGS.4. SEE A5 SHEETS FOR ENLARGED UNIT PLANS.5. SEE A6 SHEETS FOR INTERIOR ELEVATIONS.6. SEE A8 SHEETS FOR DOOR AND WINDOW SCHEDULES.7. ALL DIMENSIONS ARE FROM FACE OF FRAMING UNLESS NOTED OTHERWISE.8. ALL WALLS ARE 3-5/8" UNLESS NOTED OTHERWISE.9. SEE SYSTEMS SHEET A1.0 FOR WALL TYPES.10. ALL INTERIOR FINISHES PER SEPERATE INTERIOR DIRECTIVE UNLESS NOTED OTHERWISE.REFERENCE NOTES:STANDPIPE OR HOSE CABINETPERSONAL FIRE EXTINGUISHER1. EXTERIOR WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE : LOAD BEARING NON-BEARINGXXXX2. CORRIDOR & DEMISING WALLS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE : XX1211. PROVIDE PROPER SEALING AND CAULKING AT ALL PENETRATIONS TO ENSURE WEATHER TIGHT BUILDING ENVELOPE.12. PROVIDE FIRE CAULKING AT ALL PENETRATIONS THROUGH RATED ASSEMBLIES.13. FLASH ALL ROOF PENETRATIONS ACCORDING TO MANUFACTURERS INSTRUCTIONS.14. PROVIDE HANDICAP ACCESSIBLE SYMBOL AND UPRIGHT SIGN AT ALL ACCESSIBLE PARKING SPACES.15. PROVIDE CODE REQUIRED SIGNAGE BELOW:A. PROVIDE STAIRWAY FLOOR NUMBER SIGNS PER SECTION 1022.8, 2009 IFCB. EMERGENCY SIGNS SHALL BE POSTED ADJACENT TO THE ELEVATOR CALL BUTTONS AS PER SECTION 3002.3, 2009 IBC AMENDEDC. ACCESSIBILITY SIGNAGE PER SECTION 1110, 2009 IBC. WITHIN ALL STAIRWAYS CONNECTING MORE THAN THREE STORIES, SIGNAGE SHALL BE PROVIDED.16. IF REQUIRED BY FIRE DEPARTMENT PROVIDE EMERGENCY RESPONDER RADIO ENHANCEMENT SYSTEM.17. ALL NON BEARING METAL STUD WALLS IN CONCRETE CONSTRUCTION SHALL HAVE A 2" DEEP SLIP VOID AT THE TOP OF WALL.SCALE:1/8" = 1'-0"1LEVEL 03 GENERAL NOTES:REFERENCE NOTES:DOWNSPOUTOVERFLOW SCUPPER12LEGEND:EPS CRICKET1. ROOFING MATERIAL IS ______. ROOF SYSTEM TO BE WARRANTIED FOR 30 YEARS.2. SEE ELEVATIONS & SECTIONS FOR PARAPET HEIGHTS.3. ENSURE POSITIVE DRAINAGE TO ROOF DRAINS AT ¼”PER FOOT. PROVIDE CRICKETS AS REQUIRED. A MIN. 1% SLOPE ONLY AT CRICKET VALLEYS IS ACCEPTABLE.4. PROVIDE PROTECTION PADS ON FLAT ROOFS CONNECTING ROOF ACCESS POINTS WITH ALL ROOFTOP EQUIPMENT REQUIRING SERVICE.5. NO ROOF ACCESS OR ROOFTOP EQUIPMENT IS PROVIDED.6. FLASH ALL ROOF PENETRATIONS ACCORDING TO MANUFACTURERS INSTRUCTIONS.7. ALL DOWNSPOUTS ARE HARD PIPED INTO SUB-GRADE STORM PIPES. SEE CIVIL.8. IN AREAS WHERE ATTIC DEPTH EXCEEDS 30”, PROVIDE LOCKABLE ATTIC ACCESS HATCHES MINIMUM 22”X 30”IN SIZE. SEE PLANS FOR LOCATIONS. A3.222A3.212A3.221A3.2114A0.334A0.33BBAACC1122334455667754' - 9 1/4"125A0.335A0.332121140' - 1"54' - 8"140' - 1"A3.223PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 3 -ROOF PLANA2.24SCALE:1/8" = 1'-0"1ROOF PLAN GENERAL NOTES1. 'STUCCO' REFERS TO MIN. 1/8" FINISH COAT OVER 7/8”HARD TEXTURED CEMENTITUOUS PLASTER OVER SELF FURRING METAL LATH OVER BUILDING PAPER OVER TYVEK.2. SEE A9 SHEETS FOR EXTERIOR DETAILS.3. ALL EXTERIOR SHEATHING TO HAVE 1/8" GAP AT SEAMS.4. ALL EXPOSED EXTERIOR STEEL IS GALVANIZED AND PAINTED EXCEPT FOR RAILINGS WHICH ARE POWDER COATED. COLOR PER ARCHITECT.5. SEPARATE COLOR DIRECTIVE FOR ALL MATERIALS WILL BE PROVIDED BY ARCHITECT.6. SEE A4 SHEETS FOR WALL AND COURSING SECTIONS.7. PROVIDE FLASHING OVER ALL DOORS AND WINDOWS.8. PROVIDE FLASHING AND MOISTURE PROTECTION AT ALL MECHANICAL PENETRATIONS THROUGH ROOFS AND WALLS.9. PROVIDE FLASHING AT ALL MATERIAL TRANSITIONS.10. PROVIDE FLASHING AND MOISTURE PROTECTION AT ALL ROOF AND WALL VERTICAL & HORIZONTAL TRANSITIONS.11. PROVIDE AN UNINTERRUPTED WEATHER BARRIER AROUND ENTIRE BUILDING ENVELOPE. ALL COMPONENTS OF THE WEATHER BARRIER SUCH AS ROOF MEMBRANE, METAL FLASHINGS, BUILDING WRAP, HORIZONTAL WATERPROOFING, AND VERTICAL WATERPROOFING SHALL BE INTERFACED WITH POSITIVE LAPS IN ORDER TO CONVEY MOISTURE DOWN THE FACE OF THE BUILDING TO GRADE OR INTO SUB-GRADE UNDER-DRAIN SYSTEMS. FOLLOW MANUFACTURER’S GUIDELINES FOR TERMINATIONS, TRANSITIONS, SEQUENCING, AND LAPS.12. UNLESS NOTED OTHERWISE, MECHANICAL APPURTENANCES LOCATED ON THE EXTERIOR WALL SUCH AS GRILLS, CAPS, VENT BOXES, GUTTERS, DOWNSPOUTS, SCUPPERS, ETC. SHALL BE PAINTED TO MATCH THE COLOR OF THE FINISH BEHIND.13. UNLESS NOTED OTHERWISE, EXPOSED MOISTURE MANAGEMENT FEATURES SUCH AS METAL FLASHING AND CAULKING SHALL BE OF A COLOR THAT MATCHES THE SURFACE ON WHICH THEY ARE INSTALLED.14. WHERE EXPOSED CONCRETE IS CALLED OUT, CONCRETE INSTALLER SHALL BE RESPONSIBLE FOR A SMOOTH PRESENTABLE CONCRETE FINISH FREE FROM SLURRY STAINS, FORM RIDGES, & HONEY-COMBING. GRINDING AND PARGING MAY HAVE TO BE PERFORMED TO CREATE AN ACCEPTABLE FINISH.15. PROVIDE ON-SITE MOCKUP COVERING ALL CRITICAL MATERIAL TRANSITIONS. DESIGN OF MOCKUP TO BE PROVIDED BY ARCHITECT IN SEPARATE DIRECTIVE.16. PROVIDE CONTROL JOINTS IN STUCCO AND BRICK AS INDICATED ON ELEVATIONS. INSTALLERS TO CONFIRM THE ADEQUACY OF INDICATED JOINTS. JOINTS SHOWN ARE AESTHETIC GUIDES, ADDITIONAL JOINTS CAN BE PROVIDED AS REQUIRED. STUCCO PANELS SHOULD NOT EXCEED144 S.F.17. ENSURE ALL EXTERIOR WALL EXHAUST VENTS ARE LOCATED AT LEAST 3' AWAY FROM ANY OPERABLE PANE OF DOOR OR WINDOW.18. WINDOWS ARE VINYL DOUBLE PANE CLEAR INSULATED GLASS WITH LOW-E COATING; SEE SHEET A8.1 FOR TYPES AND SIZES19. PROVIDE PRICING FOR THESE ADD ALTERNATES:1.XX2.XX3.XX101KEYDOORWINDOW / STOREFRONT TYPEBALCONY / PATIO TYPEXXBRICK 1BRICK 2 METAL PANELSTUCCO 1EXTERIOR FINISH DETAILS:STUCCO 2STUCCO 3 STUCCO 41KEY PLAN2LEVEL 01100' -0"LEVEL 02114' -6"LEVEL 03125' -2"LEVEL 04135' -10"TRUSS BEARING146' -6"LEVEL 01 + 2' -6"COMMON GARAGE102' -6"LEVEL B1BASEMENT92' -6"12345672A4.012A4.011A0.101A0.107' - 6"2' - 6"12' - 0"10' - 8"10' - 8"10' - 8"4' - 0"AAAAB1DB1DB1DDB1AACCCCCCAACCAA001G3BRICK 2STUCCO 1BRICK 2STUCCO 1STUCCO 258' - 0"RETAINING/ BLOCK WALL RE:CIVILT.O. PARAPET150' -6"BRICK 1BRICK 12A0.312A0.31B1B1P6P6B1B1B1B1P3B1B1L1L1L1L1L1L1L1L1L1L2L2L2L3L4L5L6L7MMPB1PB1MNNNMNMPB1STUCCO 3STUCCO 1STUCCO 2STUCCO 3LEVEL 01100' -0"LEVEL 02114' -6"LEVEL 03125' -2"LEVEL 04135' -10"TRUSS BEARING146' -6"1A4.011A4.01LEVEL 01 + 2' -6"COMMON GARAGE102' -6"7891011122' - 6"12' - 0"10' - 8"10' - 8"10' - 8"4' - 0"50' - 6"B1DB1DAAAADB1B1DAAJJB1JJB1106BJJAADB1DB1EEBRICK 2BRICK 2BRICK 1T.O. PARAPET150' -6"3A0.313A0.31P5P5B1B1B1B1B3B3P4P3B1B1L1L1L1L1L1L1MQB1PMOOB1OMB1PMMPB1STUCCO 2STUCCO 3STUCCO 3PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 1 -ELEVATIONSA3.01SD SET04/01/2019SCALE:1/8" = 1'-0"1NORTH ELEVATION - WESTSCALE:1/8" = 1'-0"2NORTH ELEVATION - EAST GENERAL NOTES1. 'STUCCO' REFERS TO MIN. 1/8" FINISH COAT OVER 7/8”HARD TEXTURED CEMENTITUOUS PLASTER OVER SELF FURRING METAL LATH OVER BUILDING PAPER OVER TYVEK.2. SEE A9 SHEETS FOR EXTERIOR DETAILS.3. ALL EXTERIOR SHEATHING TO HAVE 1/8" GAP AT SEAMS.4. ALL EXPOSED EXTERIOR STEEL IS GALVANIZED AND PAINTED EXCEPT FOR RAILINGS WHICH ARE POWDER COATED. COLOR PER ARCHITECT.5. SEPARATE COLOR DIRECTIVE FOR ALL MATERIALS WILL BE PROVIDED BY ARCHITECT.6. SEE A4 SHEETS FOR WALL AND COURSING SECTIONS.7. PROVIDE FLASHING OVER ALL DOORS AND WINDOWS.8. PROVIDE FLASHING AND MOISTURE PROTECTION AT ALL MECHANICAL PENETRATIONS THROUGH ROOFS AND WALLS.9. PROVIDE FLASHING AT ALL MATERIAL TRANSITIONS.10. PROVIDE FLASHING AND MOISTURE PROTECTION AT ALL ROOF AND WALL VERTICAL & HORIZONTAL TRANSITIONS.11. PROVIDE AN UNINTERRUPTED WEATHER BARRIER AROUND ENTIRE BUILDING ENVELOPE. ALL COMPONENTS OF THE WEATHER BARRIER SUCH AS ROOF MEMBRANE, METAL FLASHINGS, BUILDING WRAP, HORIZONTAL WATERPROOFING, AND VERTICAL WATERPROOFING SHALL BE INTERFACED WITH POSITIVE LAPS IN ORDER TO CONVEY MOISTURE DOWN THE FACE OF THE BUILDING TO GRADE OR INTO SUB-GRADE UNDER-DRAIN SYSTEMS. FOLLOW MANUFACTURER’S GUIDELINES FOR TERMINATIONS, TRANSITIONS, SEQUENCING, AND LAPS.12. UNLESS NOTED OTHERWISE, MECHANICAL APPURTENANCES LOCATED ON THE EXTERIOR WALL SUCH AS GRILLS, CAPS, VENT BOXES, GUTTERS, DOWNSPOUTS, SCUPPERS, ETC. SHALL BE PAINTED TO MATCH THE COLOR OF THE FINISH BEHIND.13. UNLESS NOTED OTHERWISE, EXPOSED MOISTURE MANAGEMENT FEATURES SUCH AS METAL FLASHING AND CAULKING SHALL BE OF A COLOR THAT MATCHES THE SURFACE ON WHICH THEY ARE INSTALLED.14. WHERE EXPOSED CONCRETE IS CALLED OUT, CONCRETE INSTALLER SHALL BE RESPONSIBLE FOR A SMOOTH PRESENTABLE CONCRETE FINISH FREE FROM SLURRY STAINS, FORM RIDGES, & HONEY-COMBING. GRINDING AND PARGING MAY HAVE TO BE PERFORMED TO CREATE AN ACCEPTABLE FINISH.15. PROVIDE ON-SITE MOCKUP COVERING ALL CRITICAL MATERIAL TRANSITIONS. DESIGN OF MOCKUP TO BE PROVIDED BY ARCHITECT IN SEPARATE DIRECTIVE.16. PROVIDE CONTROL JOINTS IN STUCCO AND BRICK AS INDICATED ON ELEVATIONS. INSTALLERS TO CONFIRM THE ADEQUACY OF INDICATED JOINTS. JOINTS SHOWN ARE AESTHETIC GUIDES, ADDITIONAL JOINTS CAN BE PROVIDED AS REQUIRED. STUCCO PANELS SHOULD NOT EXCEED144 S.F.17. ENSURE ALL EXTERIOR WALL EXHAUST VENTS ARE LOCATED AT LEAST 3' AWAY FROM ANY OPERABLE PANE OF DOOR OR WINDOW.18. WINDOWS ARE VINYL DOUBLE PANE CLEAR INSULATED GLASS WITH LOW-E COATING; SEE SHEET A8.1 FOR TYPES AND SIZES19. PROVIDE PRICING FOR THESE ADD ALTERNATES:1.XX2.XX3.XX101KEYDOORWINDOW / STOREFRONT TYPEBALCONY / PATIO TYPEXXBRICK 1BRICK 2 METAL PANELSTUCCO 1EXTERIOR FINISH DETAILS:STUCCO 2STUCCO 3 STUCCO 41KEY PLAN2LEVEL 01100' -0"LEVEL 02114' -6"LEVEL 03125' -2"LEVEL 04135' -10"TRUSS BEARING146' -6"LEVEL 01 + 2' -6"COMMON GARAGE102' -6"ABCDEF1A7.00BRICK 2STUCCO 2STUCCO 4AAAAAAAAAA104G3118BAAAAAS1S2A50' - 6"4' - 0"10' - 8"10' - 8"10' - 8"14' - 6"1A4.001A4.00BRICK 2T.O. PARAPET150' -6"BRICK 1BRICK 2BRICK 1?B1B1P3B1B1STUCCO 1STUCCO 3STUCCO 2STUCCO 3MMMMMMMMLEVEL 01100' -0"LEVEL 02114' -6"LEVEL 03125' -2"LEVEL 04135' -10"TRUSS BEARING146' -6"LEVEL 01 + 2' -6"COMMON GARAGE102' -6"LEVEL B1BASEMENT92' -6"ABCDEF1A7.00BRICK 2BRICK 2BRICK 1?STUCCO 1DS10S6B1DAB1DDB1AB1DAADDAAAAAA105B1A4.001A4.0058' - 0"4' - 0"10' - 8"10' - 8"10' - 8"12' - 0"2' - 6"7' - 6"T.O. PARAPET150' -6"BRICK 1BRICK 2P4B1B1B1B1P3P7B1B1B1B1P6B1B1L2L1DSTUCCO 3STUCCO 1STUCCO 1B1PMPB1MMMMMETAL PANELPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 1 -ELEVATIONSA3.02SD SET04/01/2019SCALE:1/8" = 1'-0"1EAST ELEVATIONSCALE:1/8" = 1'-0"2WEST ELEVATION GENERAL NOTES1. 'STUCCO' REFERS TO MIN. 1/8" FINISH COAT OVER 7/8”HARD TEXTURED CEMENTITUOUS PLASTER OVER SELF FURRING METAL LATH OVER BUILDING PAPER OVER TYVEK.2. SEE A9 SHEETS FOR EXTERIOR DETAILS.3. ALL EXTERIOR SHEATHING TO HAVE 1/8" GAP AT SEAMS.4. ALL EXPOSED EXTERIOR STEEL IS GALVANIZED AND PAINTED EXCEPT FOR RAILINGS WHICH ARE POWDER COATED. COLOR PER ARCHITECT.5. SEPARATE COLOR DIRECTIVE FOR ALL MATERIALS WILL BE PROVIDED BY ARCHITECT.6. SEE A4 SHEETS FOR WALL AND COURSING SECTIONS.7. PROVIDE FLASHING OVER ALL DOORS AND WINDOWS.8. PROVIDE FLASHING AND MOISTURE PROTECTION AT ALL MECHANICAL PENETRATIONS THROUGH ROOFS AND WALLS.9. PROVIDE FLASHING AT ALL MATERIAL TRANSITIONS.10. PROVIDE FLASHING AND MOISTURE PROTECTION AT ALL ROOF AND WALL VERTICAL & HORIZONTAL TRANSITIONS.11. PROVIDE AN UNINTERRUPTED WEATHER BARRIER AROUND ENTIRE BUILDING ENVELOPE. ALL COMPONENTS OF THE WEATHER BARRIER SUCH AS ROOF MEMBRANE, METAL FLASHINGS, BUILDING WRAP, HORIZONTAL WATERPROOFING, AND VERTICAL WATERPROOFING SHALL BE INTERFACED WITH POSITIVE LAPS IN ORDER TO CONVEY MOISTURE DOWN THE FACE OF THE BUILDING TO GRADE OR INTO SUB-GRADE UNDER-DRAIN SYSTEMS. FOLLOW MANUFACTURER’S GUIDELINES FOR TERMINATIONS, TRANSITIONS, SEQUENCING, AND LAPS.12. UNLESS NOTED OTHERWISE, MECHANICAL APPURTENANCES LOCATED ON THE EXTERIOR WALL SUCH AS GRILLS, CAPS, VENT BOXES, GUTTERS, DOWNSPOUTS, SCUPPERS, ETC. SHALL BE PAINTED TO MATCH THE COLOR OF THE FINISH BEHIND.13. UNLESS NOTED OTHERWISE, EXPOSED MOISTURE MANAGEMENT FEATURES SUCH AS METAL FLASHING AND CAULKING SHALL BE OF A COLOR THAT MATCHES THE SURFACE ON WHICH THEY ARE INSTALLED.14. WHERE EXPOSED CONCRETE IS CALLED OUT, CONCRETE INSTALLER SHALL BE RESPONSIBLE FOR A SMOOTH PRESENTABLE CONCRETE FINISH FREE FROM SLURRY STAINS, FORM RIDGES, & HONEY-COMBING. GRINDING AND PARGING MAY HAVE TO BE PERFORMED TO CREATE AN ACCEPTABLE FINISH.15. PROVIDE ON-SITE MOCKUP COVERING ALL CRITICAL MATERIAL TRANSITIONS. DESIGN OF MOCKUP TO BE PROVIDED BY ARCHITECT IN SEPARATE DIRECTIVE.16. PROVIDE CONTROL JOINTS IN STUCCO AND BRICK AS INDICATED ON ELEVATIONS. INSTALLERS TO CONFIRM THE ADEQUACY OF INDICATED JOINTS. JOINTS SHOWN ARE AESTHETIC GUIDES, ADDITIONAL JOINTS CAN BE PROVIDED AS REQUIRED. STUCCO PANELS SHOULD NOT EXCEED144 S.F.17. ENSURE ALL EXTERIOR WALL EXHAUST VENTS ARE LOCATED AT LEAST 3' AWAY FROM ANY OPERABLE PANE OF DOOR OR WINDOW.18. WINDOWS ARE VINYL DOUBLE PANE CLEAR INSULATED GLASS WITH LOW-E COATING; SEE SHEET A8.1 FOR TYPES AND SIZES19. PROVIDE PRICING FOR THESE ADD ALTERNATES:1.XX2.XX3.XX101KEYDOORWINDOW / STOREFRONT TYPEBALCONY / PATIO TYPEXXBRICK 1BRICK 2 METAL PANELSTUCCO 1EXTERIOR FINISH DETAILS:STUCCO 2STUCCO 3 STUCCO 41KEY PLAN2LEVEL 01100' -0"LEVEL 02114' -6"LEVEL 03125' -2"LEVEL 04135' -10"TRUSS BEARING146' -6"1A4.011A4.01LEVEL 01 + 2' -6"COMMON GARAGE102' -6"78910111246' - 6"EB1DAADB1EADB1JAB1DAABAJKAEBAABES3S4S5105AS7S8S9113A?STUCCO 1BRICK 1BRICK 2STUCCO 1STUCCO 1T.O. PARAPET150' -6"4' - 0"10' - 8"10' - 8"10' - 8"12' - 0"2' - 6"BRICK 2BRICK 1B1B1B1B1B1B1B1B113' - 0"MB1PMOB1PMQB1PMMPB1QSTUCCO 3STUCCO 2METAL PANELMETAL PANELLEVEL 01100' -0"LEVEL 02114' -6"LEVEL 03125' -2"LEVEL 04135' -10"TRUSS BEARING146' -6"LEVEL 01 + 2' -6"COMMON GARAGE102' -6"LEVEL B1BASEMENT92' -6"12345672A4.012A4.011A0.101A0.1058' - 0"4' - 0"10' - 8"10' - 8"10' - 8"12' - 0"2' - 6"7' - 6"DDDDADACCCAB1DDB1B1DB1DAAAACCB1DDB1?BRICK 2RETAINING/ BLOCK WALL RE: CIVILT.O. PARAPET150' -6"BRICK 12A0.312A0.31P6P6B1B1B1B1B1B1P7P3B1B1P7008BL1L2L3L1L1L4L1L1L1L1L1L1MPNNMB1PPB1MMPB1NSTUCCO 3STUCCO 3STUCCO 3STUCCO 2METAL PANELMETAL PANELPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 1 -ELEVATIONSA3.03SD SET04/01/2019SCALE:1/8" = 1'-0"1SOUTH ELEVATION - EASTSCALE:1/8" = 1'-0"2SOUTH ELEVATION - WEST BRICK 1BRICK 2 METAL PANELSTUCCO 1EXTERIOR FINISH DETAILS:STUCCO 2STUCCO 3 STUCCO 4KEY PLAN21LEVEL 01100' -0"LEVEL 02110' -8"LEVEL 03121' -4"TRUSS BEARING132' -0"T.O. PARAPET136' -0"1A7.021A7.021A4.021A4.021234567891036' - 0"10' - 8"10' - 8"10' - 8"4' - 0"BRICK 1BRICK 1AAAAB2B20ACAB2B20AA101FB20AA101AL106AG1G1AABRICK 2BRICK 2BRICK 2LEVEL 01 +6"100' -6"LEVEL 01 +1'101' -0"1A4.031A4.03G1G1G1L101CG2G1G1L101BG1G1G1G1B1B1B2B2B2B2B2B2B1B1STUCCO 1STUCCO 1STUCCO 4STUCCO 4MMMMMNMMMMMMMLEVEL 01100' -0"LEVEL 02110' -8"LEVEL 03121' -4"TRUSS BEARING132' -0"T.O. PARAPET136' -0"1A7.021A7.021A4.021A4.021234567891036' - 0"4' - 0"10' - 8"10' - 8"10' - 8"BRICK 2AGGAAGL101DB5B2B20GAAB20B2B5101ELHCAB5B2B20AG101FLGGAABRICK 1BRICK 1BRICK 2BRICK 1LEVEL 01 +6"100' -6"LEVEL 01 +1'101' -0"1A4.031A4.03GGB1B1P1B1B1B1B1P1B1P1B1B1B1STUCCO 2?BRICK 2STUCCO 4STUCCO 4MMMMMNMMMMMETAL PANELMETAL PANELPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 2 -ELEVATIONSA3.11SD SET04/01/2019SCALE:1/8" = 1'-0"1NORTH ELEVATIONSCALE:1/8" = 1'-0"2SOUTH ELEVATIONGENERAL NOTES:1. 'STUCCO' REFERS TO MIN. 1/8" FINISH COAT OVER 7/8”HARD TEXTURED CEMENTITUOUS PLASTER OVER SELF FURRING METAL LATH OVER BUILDING PAPER OVER TYVEK.2. SEE A9 AND A10 SHEETS FOR EXTERIOR DETAILS.3. ALL EXTERIOR SHEATHING TO HAVE 1/8" GAP AT SEAMS.4. ALL EXPOSED EXTERIOR STEEL IS GALVANIZED AND PAINTED EXCEPT FOR RAILINGS WHICH ARE POWDER COATED. COLOR PER ARCHITECT.5. SEPARATE COLOR DIRECTIVE FOR ALL MATERIALS WILL BE PROVIDED BY ARCHITECT.6. SEE A4 SHEETS FOR WALL AND COURSING SECTIONS.7. PROVIDE FLASHING OVER ALL DOORS AND WINDOWS.8. PROVIDE FLASHING AND MOISTURE PROTECTION AT ALL MECHANICAL PENETRATIONS THROUGH ROOFS AND WALLS.9. PROVIDE FLASHING AT ALL MATERIAL TRANSITIONS.10. PROVIDE FLASHING AND MOISTURE PROTECTION AT ALL ROOF AND WALL VERTICAL & HORIZONTAL TRANSITIONS.11. PROVIDE AN UNINTERRUPTED AIR AND WEATHER BARRIER AROUND ENTIRE BUILDING ENVELOPE. ALL COMPONENTS OF THE AIR AND WEATHER BARRIER SUCH AS ROOF MEMBRANE, METAL FLASHINGS, BUILDING WRAP, HORIZONTAL WATERPROOFING, AND VERTICAL WATERPROOFING SHALL BE INTERFACED WITH POSITIVE LAPS IN ORDER TO CONVEY MOISTURE DOWN THE FACE OF THE BUILDING TO GRADE OR INTO SUB-GRADE UNDER-DRAIN SYSTEMS. FOLLOW MANUFACTURER’S GUIDELINES FOR TERMINATIONS, TRANSITIONS, SEQUENCING, AND LAPS.12. UNLESS NOTED OTHERWISE, MECHANICAL APPURTENANCES LOCATED ON THE EXTERIOR WALL SUCH AS GRILLS, CAPS, VENT BOXES, GUTTERS, DOWNSPOUTS, SCUPPERS, ETC. SHALL BE PAINTED TO MATCH THE COLOR OF THE FINISH BEHIND.13. UNLESS NOTED OTHERWISE, EXPOSED MOISTURE MANAGEMENT FEATURES SUCH AS METAL FLASHING AND CAULKING SHALL BE OF A COLOR THAT MATCHES THE SURFACE ON WHICH THEY ARE INSTALLED.14. UNLESS NOTED OTHERWISE, ALL EXPOSED WOOD IS TO BE TREATED WITH A PENETRATING SEALER.15. IF EXPOSED CONCRETE IS CALLED OUT, CONCRETE INSTALLER SHALL BE RESPONSIBLE FOR A SMOOTH PRESENTABLE CONCRETE FINISH FREE FROM SLURRY STAINS, FORM RIDGES, & HONEY-COMBING. GRINDING AND PARGING MAY HAVE TO BE PERFORMED TO CREATE AN ACCEPTABLE FINISH.16. PROVIDE ON-SITE MOCKUP COVERING ALL CRITICAL MATERIAL TRANSITIONS. DESIGN OF MOCKUP TO BE PROVIDED BY ARCHITECT IN SEPARATE DIRECTIVE.17. PROVIDE CONTROL JOINTS IN STUCCO AND BRICK AS INDICATED ON ELEVATIONS. INSTALLERS TO CONFIRM THE ADEQUACY OF INDICATED JOINTS. JOINTS SHOWN ARE AESTHETIC GUIDES, ADDITIONAL JOINTS CAN BE PROVIDED AS REQUIRED. STUCCO PANELS SHOULD NOT EXCEED144 S.F.18. ENSURE ALL EXTERIOR WALL EXHAUST VENTS ARE LOCATED AT LEAST 3' AWAY FROM ANY OPERABLE PANE OF DOOR OR WINDOW.19. WINDOWS ARE EITHER POLYMER OR ALUMINUM WITH 1”DOUBLE PANE CLEAR INSULATED GLASS WITH LOW-E COATING; SEE SHEET A8.1 FOR TYPES AND SIZES20. PROVIDE PRICING FOR THESE ADD ALTERNATES:1.XX2.XX3.XX BRICK 1BRICK 2 METAL PANELSTUCCO 1EXTERIOR FINISH DETAILS:STUCCO 2STUCCO 3 STUCCO 4KEY PLAN12LEVEL 01100' -0"LEVEL 02110' -8"LEVEL 03121' -4"TRUSS BEARING132' -0"T.O. PARAPET136' -0"ABC36' - 0"4' - 0"10' - 8"10' - 8"10' - 8"MMEB1EB1FGAAMM?BRICK 1BRICK 2LEVEL 01 +6"100' -6"LEVEL 01 +1'101' -0"B1B1B1B1B1B1QB1MMB1QMETAL PANELLEVEL 01100' -0"LEVEL 02110' -8"LEVEL 03121' -4"TRUSS BEARING132' -0"T.O. PARAPET136' -0"ABC36' - 0"4' - 0"10' - 8"10' - 8"10' - 8"MMEB1AGMMAB1EFSTUCCO 1BRICK 2BRICK 1LEVEL 01 +6"100' -6"LEVEL 01 +1'101' -0"B1B1B1B1B1B1QB1MMB1QMETAL PANELLEVEL 01100' -0"LEVEL 02110' -8"1A7.021A7.021A4.021A4.0212345678910LEVEL 01 +6"100' -6"LEVEL 01 +1'101' -0"1A4.031A4.0310' - 8"BRICK 2BRICK 1AGGAAGB5B2GAAB2B5HCAB5B2AGGGAABRICK 1BRICK 1BRICK 2GGP2P2P2B1B1B1B1B1PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 2 -ELEVATIONSA3.12SD SET04/01/2019SCALE:1/8" = 1'-0"1EAST ELEVATIONSCALE:1/8" = 1'-0"2WEST ELEVATIONGENERAL NOTES:1. 'STUCCO' REFERS TO MIN. 1/8" FINISH COAT OVER 7/8”HARD TEXTURED CEMENTITUOUS PLASTER OVER SELF FURRING METAL LATH OVER BUILDING PAPER OVER TYVEK.2. SEE A9 AND A10 SHEETS FOR EXTERIOR DETAILS.3. ALL EXTERIOR SHEATHING TO HAVE 1/8" GAP AT SEAMS.4. ALL EXPOSED EXTERIOR STEEL IS GALVANIZED AND PAINTED EXCEPT FOR RAILINGS WHICH ARE POWDER COATED. COLOR PER ARCHITECT.5. SEPARATE COLOR DIRECTIVE FOR ALL MATERIALS WILL BE PROVIDED BY ARCHITECT.6. SEE A4 SHEETS FOR WALL AND COURSING SECTIONS.7. PROVIDE FLASHING OVER ALL DOORS AND WINDOWS.8. PROVIDE FLASHING AND MOISTURE PROTECTION AT ALL MECHANICAL PENETRATIONS THROUGH ROOFS AND WALLS.9. PROVIDE FLASHING AT ALL MATERIAL TRANSITIONS.10. PROVIDE FLASHING AND MOISTURE PROTECTION AT ALL ROOF AND WALL VERTICAL & HORIZONTAL TRANSITIONS.11. PROVIDE AN UNINTERRUPTED AIR AND WEATHER BARRIER AROUND ENTIRE BUILDING ENVELOPE. ALL COMPONENTS OF THE AIR AND WEATHER BARRIER SUCH AS ROOF MEMBRANE, METAL FLASHINGS, BUILDING WRAP, HORIZONTAL WATERPROOFING, AND VERTICAL WATERPROOFING SHALL BE INTERFACED WITH POSITIVE LAPS IN ORDER TO CONVEY MOISTURE DOWN THE FACE OF THE BUILDING TO GRADE OR INTO SUB-GRADE UNDER-DRAIN SYSTEMS. FOLLOW MANUFACTURER’S GUIDELINES FOR TERMINATIONS, TRANSITIONS, SEQUENCING, AND LAPS.12. UNLESS NOTED OTHERWISE, MECHANICAL APPURTENANCES LOCATED ON THE EXTERIOR WALL SUCH AS GRILLS, CAPS, VENT BOXES, GUTTERS, DOWNSPOUTS, SCUPPERS, ETC. SHALL BE PAINTED TO MATCH THE COLOR OF THE FINISH BEHIND.13. UNLESS NOTED OTHERWISE, EXPOSED MOISTURE MANAGEMENT FEATURES SUCH AS METAL FLASHING AND CAULKING SHALL BE OF A COLOR THAT MATCHES THE SURFACE ON WHICH THEY ARE INSTALLED.14. UNLESS NOTED OTHERWISE, ALL EXPOSED WOOD IS TO BE TREATED WITH A PENETRATING SEALER.15. IF EXPOSED CONCRETE IS CALLED OUT, CONCRETE INSTALLER SHALL BE RESPONSIBLE FOR A SMOOTH PRESENTABLE CONCRETE FINISH FREE FROM SLURRY STAINS, FORM RIDGES, & HONEY-COMBING. GRINDING AND PARGING MAY HAVE TO BE PERFORMED TO CREATE AN ACCEPTABLE FINISH.16. PROVIDE ON-SITE MOCKUP COVERING ALL CRITICAL MATERIAL TRANSITIONS. DESIGN OF MOCKUP TO BE PROVIDED BY ARCHITECT IN SEPARATE DIRECTIVE.17. PROVIDE CONTROL JOINTS IN STUCCO AND BRICK AS INDICATED ON ELEVATIONS. INSTALLERS TO CONFIRM THE ADEQUACY OF INDICATED JOINTS. JOINTS SHOWN ARE AESTHETIC GUIDES, ADDITIONAL JOINTS CAN BE PROVIDED AS REQUIRED. STUCCO PANELS SHOULD NOT EXCEED144 S.F.18. ENSURE ALL EXTERIOR WALL EXHAUST VENTS ARE LOCATED AT LEAST 3' AWAY FROM ANY OPERABLE PANE OF DOOR OR WINDOW.19. WINDOWS ARE EITHER POLYMER OR ALUMINUM WITH 1”DOUBLE PANE CLEAR INSULATED GLASS WITH LOW-E COATING; SEE SHEET A8.1 FOR TYPES AND SIZES20. PROVIDE PRICING FOR THESE ADD ALTERNATES:1.XX2.XX3.XXSCALE:1/8" = 1'-0"3SOUTH ELEVATION - OPTION 2 BRICK 1BRICK 2 METAL PANELSTUCCO 1EXTERIOR FINISH DETAILS:STUCCO 2STUCCO 3 STUCCO 41KEY PLAN2LEVEL 01100' -0"LEVEL 02110' -8"LEVEL 03121' -4"TRUSS BEARING132' -0"T.O. PARAPET136' -0"1234567STUCCO 1STUCCO 2STUCCO 2STUCCO 4Brick 2Brick 1MAG1G1G1AMMAAMG1B2B3MAB3MB2106AG1G1AMMMAAA36' - 0"0' - 6"10' - 2"10' - 8"10' - 8"4' - 0"LEVEL 01 +6"100' -6"G1AML101A101BLG1G1B2B2B2B2B1B1B1B1Brick 2Brick 1LEVEL 01100' -0"LEVEL 02110' -8"LEVEL 03121' -4"TRUSS BEARING132' -0"T.O. PARAPET136' -0"1234567MMAAGGGAMB3B2B5L101CGAMB3B2B5101DLGAMMAGGAM36' - 0"4' - 0"10' - 8"10' - 8"10' - 2"0' - 6"STUCCO 2STUCCO 4Brick 1STUCCO 2STUCCO 4Brick 2METAL PANELBrick 2Brick 1LEVEL 01 +6"100' -6"GAMB1B1B1B1B1B1B1B1P1P1PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 3 -ELEVATIONSA3.21SD SET04/01/2019SCALE:1/8" = 1'-0"1NORTH ELEVATIONSCALE:1/8" = 1'-0"2SOUTH ELEVATIONGENERAL NOTES:1. 'STUCCO' REFERS TO MIN. 1/8" FINISH COAT OVER 7/8”HARD TEXTURED CEMENTITUOUS PLASTER OVER SELF FURRING METAL LATH OVER BUILDING PAPER OVER TYVEK.2. SEE A9 AND A10 SHEETS FOR EXTERIOR DETAILS.3. ALL EXTERIOR SHEATHING TO HAVE 1/8" GAP AT SEAMS.4. ALL EXPOSED EXTERIOR STEEL IS GALVANIZED AND PAINTED EXCEPT FOR RAILINGS WHICH ARE POWDER COATED. COLOR PER ARCHITECT.5. SEPARATE COLOR DIRECTIVE FOR ALL MATERIALS WILL BE PROVIDED BY ARCHITECT.6. SEE A4 SHEETS FOR WALL AND COURSING SECTIONS.7. PROVIDE FLASHING OVER ALL DOORS AND WINDOWS.8. PROVIDE FLASHING AND MOISTURE PROTECTION AT ALL MECHANICAL PENETRATIONS THROUGH ROOFS AND WALLS.9. PROVIDE FLASHING AT ALL MATERIAL TRANSITIONS.10. PROVIDE FLASHING AND MOISTURE PROTECTION AT ALL ROOF AND WALL VERTICAL & HORIZONTAL TRANSITIONS.11. PROVIDE AN UNINTERRUPTED AIR AND WEATHER BARRIER AROUND ENTIRE BUILDING ENVELOPE. ALL COMPONENTS OF THE AIR AND WEATHER BARRIER SUCH AS ROOF MEMBRANE, METAL FLASHINGS, BUILDING WRAP, HORIZONTAL WATERPROOFING, AND VERTICAL WATERPROOFING SHALL BE INTERFACED WITH POSITIVE LAPS IN ORDER TO CONVEY MOISTURE DOWN THE FACE OF THE BUILDING TO GRADE OR INTO SUB-GRADE UNDER-DRAIN SYSTEMS. FOLLOW MANUFACTURER’S GUIDELINES FOR TERMINATIONS, TRANSITIONS, SEQUENCING, AND LAPS.12. UNLESS NOTED OTHERWISE, MECHANICAL APPURTENANCES LOCATED ON THE EXTERIOR WALL SUCH AS GRILLS, CAPS, VENT BOXES, GUTTERS, DOWNSPOUTS, SCUPPERS, ETC. SHALL BE PAINTED TO MATCH THE COLOR OF THE FINISH BEHIND.13. UNLESS NOTED OTHERWISE, EXPOSED MOISTURE MANAGEMENT FEATURES SUCH AS METAL FLASHING AND CAULKING SHALL BE OF A COLOR THAT MATCHES THE SURFACE ON WHICH THEY ARE INSTALLED.14. UNLESS NOTED OTHERWISE, ALL EXPOSED WOOD IS TO BE TREATED WITH A PENETRATING SEALER.15. IF EXPOSED CONCRETE IS CALLED OUT, CONCRETE INSTALLER SHALL BE RESPONSIBLE FOR A SMOOTH PRESENTABLE CONCRETE FINISH FREE FROM SLURRY STAINS, FORM RIDGES, & HONEY-COMBING. GRINDING AND PARGING MAY HAVE TO BE PERFORMED TO CREATE AN ACCEPTABLE FINISH.16. PROVIDE ON-SITE MOCKUP COVERING ALL CRITICAL MATERIAL TRANSITIONS. DESIGN OF MOCKUP TO BE PROVIDED BY ARCHITECT IN SEPARATE DIRECTIVE.17. PROVIDE CONTROL JOINTS IN STUCCO AND BRICK AS INDICATED ON ELEVATIONS. INSTALLERS TO CONFIRM THE ADEQUACY OF INDICATED JOINTS. JOINTS SHOWN ARE AESTHETIC GUIDES, ADDITIONAL JOINTS CAN BE PROVIDED AS REQUIRED. STUCCO PANELS SHOULD NOT EXCEED144 S.F.18. ENSURE ALL EXTERIOR WALL EXHAUST VENTS ARE LOCATED AT LEAST 3' AWAY FROM ANY OPERABLE PANE OF DOOR OR WINDOW.19. WINDOWS ARE EITHER POLYMER OR ALUMINUM WITH 1”DOUBLE PANE CLEAR INSULATED GLASS WITH LOW-E COATING; SEE SHEET A8.1 FOR TYPES AND SIZES20. PROVIDE PRICING FOR THESE ADD ALTERNATES:1.XX2.XX3.XX BRICK 1BRICK 2 METAL PANELSTUCCO 1EXTERIOR FINISH DETAILS:STUCCO 2STUCCO 3 STUCCO 41KEY PLAN2LEVEL 01100' -0"LEVEL 02110' -8"LEVEL 03121' -4"TRUSS BEARING132' -0"T.O. PARAPET136' -0"BACQB1MMB1QEB1FGMMMMEB1AA36' - 0"4' - 0"10' - 8"10' - 8"10' - 2"0' - 6"STUCCO 2METAL PANELBrick 2Brick 1LEVEL 01 +6"100' -6"B1B1B1B1B1B1LEVEL 01100' -0"LEVEL 02110' -8"LEVEL 03121' -4"TRUSS BEARING132' -0"T.O. PARAPET136' -0"BAC36' - 0"4' - 0"10' - 8"10' - 8"10' - 8"FGMMMMEB1B1QMAAB1EQB1MMETAL PANELSTUCCO 2Brick 2Brick 1LEVEL 01 +6"100' -6"B1B1B1B1B1B1LEVEL 01100' -0"LEVEL 02110' -8"1234567LEVEL 01 +6"100' -6"AAGGGAB2B5GAB2B5GAAGGA10' - 2"0' - 6"Brick 1Brick 2Brick 1GAB1B1B1B1Brick 2P2P2PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 3 -ELEVATIONSA3.22SD SET04/01/2019SCALE:1/8" = 1'-0"1WEST ELEVATIONSCALE:1/8" = 1'-0"2EAST ELEVATIONGENERAL NOTES:1. 'STUCCO' REFERS TO MIN. 1/8" FINISH COAT OVER 7/8”HARD TEXTURED CEMENTITUOUS PLASTER OVER SELF FURRING METAL LATH OVER BUILDING PAPER OVER TYVEK.2. SEE A9 AND A10 SHEETS FOR EXTERIOR DETAILS.3. ALL EXTERIOR SHEATHING TO HAVE 1/8" GAP AT SEAMS.4. ALL EXPOSED EXTERIOR STEEL IS GALVANIZED AND PAINTED EXCEPT FOR RAILINGS WHICH ARE POWDER COATED. COLOR PER ARCHITECT.5. SEPARATE COLOR DIRECTIVE FOR ALL MATERIALS WILL BE PROVIDED BY ARCHITECT.6. SEE A4 SHEETS FOR WALL AND COURSING SECTIONS.7. PROVIDE FLASHING OVER ALL DOORS AND WINDOWS.8. PROVIDE FLASHING AND MOISTURE PROTECTION AT ALL MECHANICAL PENETRATIONS THROUGH ROOFS AND WALLS.9. PROVIDE FLASHING AT ALL MATERIAL TRANSITIONS.10. PROVIDE FLASHING AND MOISTURE PROTECTION AT ALL ROOF AND WALL VERTICAL & HORIZONTAL TRANSITIONS.11. PROVIDE AN UNINTERRUPTED AIR AND WEATHER BARRIER AROUND ENTIRE BUILDING ENVELOPE. ALL COMPONENTS OF THE AIR AND WEATHER BARRIER SUCH AS ROOF MEMBRANE, METAL FLASHINGS, BUILDING WRAP, HORIZONTAL WATERPROOFING, AND VERTICAL WATERPROOFING SHALL BE INTERFACED WITH POSITIVE LAPS IN ORDER TO CONVEY MOISTURE DOWN THE FACE OF THE BUILDING TO GRADE OR INTO SUB-GRADE UNDER-DRAIN SYSTEMS. FOLLOW MANUFACTURER’S GUIDELINES FOR TERMINATIONS, TRANSITIONS, SEQUENCING, AND LAPS.12. UNLESS NOTED OTHERWISE, MECHANICAL APPURTENANCES LOCATED ON THE EXTERIOR WALL SUCH AS GRILLS, CAPS, VENT BOXES, GUTTERS, DOWNSPOUTS, SCUPPERS, ETC. SHALL BE PAINTED TO MATCH THE COLOR OF THE FINISH BEHIND.13. UNLESS NOTED OTHERWISE, EXPOSED MOISTURE MANAGEMENT FEATURES SUCH AS METAL FLASHING AND CAULKING SHALL BE OF A COLOR THAT MATCHES THE SURFACE ON WHICH THEY ARE INSTALLED.14. UNLESS NOTED OTHERWISE, ALL EXPOSED WOOD IS TO BE TREATED WITH A PENETRATING SEALER.15. IF EXPOSED CONCRETE IS CALLED OUT, CONCRETE INSTALLER SHALL BE RESPONSIBLE FOR A SMOOTH PRESENTABLE CONCRETE FINISH FREE FROM SLURRY STAINS, FORM RIDGES, & HONEY-COMBING. GRINDING AND PARGING MAY HAVE TO BE PERFORMED TO CREATE AN ACCEPTABLE FINISH.16. PROVIDE ON-SITE MOCKUP COVERING ALL CRITICAL MATERIAL TRANSITIONS. DESIGN OF MOCKUP TO BE PROVIDED BY ARCHITECT IN SEPARATE DIRECTIVE.17. PROVIDE CONTROL JOINTS IN STUCCO AND BRICK AS INDICATED ON ELEVATIONS. INSTALLERS TO CONFIRM THE ADEQUACY OF INDICATED JOINTS. JOINTS SHOWN ARE AESTHETIC GUIDES, ADDITIONAL JOINTS CAN BE PROVIDED AS REQUIRED. STUCCO PANELS SHOULD NOT EXCEED144 S.F.18. ENSURE ALL EXTERIOR WALL EXHAUST VENTS ARE LOCATED AT LEAST 3' AWAY FROM ANY OPERABLE PANE OF DOOR OR WINDOW.19. WINDOWS ARE EITHER POLYMER OR ALUMINUM WITH 1”DOUBLE PANE CLEAR INSULATED GLASS WITH LOW-E COATING; SEE SHEET A8.1 FOR TYPES AND SIZES20. PROVIDE PRICING FOR THESE ADD ALTERNATES:1.XX2.XX3.XXSCALE:1/8" = 1'-0"3SOUTH ELEVATION - OPTION B GENERAL NOTES1. SEE A3 SHEETS FOR ELEVATIONS.2. SEE A9 SHEETS FOR EXTERIOR DETAILS.3. 'STUCCO' REFERS TO MIN. 1/8" FINISH COAT OVER 7/8”HARD TEXTURED CEMENTITUOUS PLASTER OVER SELF FURRING METAL LATH OVER BUILDING PAPER OVER TYVEK.4. ALL EXTERIOR SHEATHING TO HAVE 1/8" GAP AT SEAMS.5. PROVIDE FLASHING OVER ALL DOORS AND WINDOWS.6. PROVIDE FLASHING AND MOISTURE PROTECTION AT ALL MECHANICAL PENETRATIONS THROUGH ROOFS AND WALLS.7. PROVIDE FLASHING AT ALL MATERIAL TRANSITIONS.8. PROVIDE FLASHING AND MOISTURE PROTECTION AT ALL ROOF AND WALL VERTICAL & HORIZONTAL TRANSITIONS.9. PROVIDE AN UNINTERRUPTED WEATHER BARRIER AROUND ENTIRE BUILDING ENVELOPE. ALL COMPONENTS OF THE WEATHER BARRIER SUCH AS ROOF MEMBRANE, METAL FLASHINGS, BUILDING WRAP, HORIZONTAL WATERPROOFING, AND VERTICAL WATERPROOFING SHALL BE INTERFACED WITH POSITIVE LAPS IN ORDER TO CONVEY MOISTURE DOWN THE FACE OF THE BUILDING TO GRADE OR INTO SUB-GRADE UNDER-DRAIN SYSTEMS. FOLLOW MANUFACTURER’S GUIDELINES FOR TERMINATIONS, TRANSITIONS, SEQUENCING, AND LAPS.10. PROVIDE ON-SITE MOCKUP COVERING ALL CRITICAL MATERIAL TRANSITIONS. DESIGN OF MOCKUP TO BE PROVIDED BY ARCHITECT IN SEPARATE DIRECTIVE.11. ENSURE ALL EXTERIOR WALL EXHAUST VENTS ARE LOCATED AT LEAST 3' AWAY FROM ANY OPERABLE PANE OF DOOR OR WINDOW.12. WINDOWS ARE EITHER POLYMER OR ALUMINUM WITH 1”DOUBLE PANE CLEAR INSULATED GLASS WITH LOW-E COATING; SEE SHEET A8.00 FOR TYPES AND SIZES13. UNLESS NOTED OTHERWISE, ALL EXPOSED SLABS ARE TO SLOPE AWAY FROM THE BUILDING AT ¼”PER FOOT.14. UNLESS NOTED OTHERWISE, ALL UNPAVED GRADE AREAS TO SLOPE AWAY FROM THE BUILDING AT 5% FOR A DISTANCE OF 5’.15. IRRIGATION SYSTEM IS PER DESIGN-BUILD. HOWEVER, NO SPRAY HEADS SHALL BE PROVIDED SUCH THAT A BUILDING WALL FALLS WITHIN 3’OF THE SPRAY HEAD COVERAGE AREA.16. PREP SOILS AS REQUIRED BY GEOTECH REPORT.KEY PLAN231LEVEL 01100' -0"LEVEL 02114' -6"LEVEL 03125' -2"LEVEL 04135' -10"TRUSS BEARING146' -6"LEVEL 01 + 2' -6"COMMON GARAGE102' -6"LEVEL B1BASEMENT92' -6"12345672A4.012A4.01W3aT.O. PARAPET153' -0"LEVEL 01100' -0"LEVEL 02114' -6"LEVEL 03125' -2"LEVEL 04135' -10"TRUSS BEARING146' -6"1A4.011A4.01LEVEL 01 + 2' -6"COMMON GARAGE102' -6"LEVEL B1BASEMENT92' -6"789101112W1cF2F2W3aW3aW3aW3aW3aW3aT.O. PARAPET153' -0"PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 1 -SECTIONSA4.00SD SET04/01/2019SCALE:1/8" = 1'-0"1BUILDING 1 SECTION - W/E - WESTSCALE:1/8" = 1'-0"2BUILDING SECTION 1 - W/E - EAST GENERAL NOTES1. SEE A3 SHEETS FOR ELEVATIONS.2. SEE A9 SHEETS FOR EXTERIOR DETAILS.3. 'STUCCO' REFERS TO MIN. 1/8" FINISH COAT OVER 7/8”HARD TEXTURED CEMENTITUOUS PLASTER OVER SELF FURRING METAL LATH OVER BUILDING PAPER OVER TYVEK.4. ALL EXTERIOR SHEATHING TO HAVE 1/8" GAP AT SEAMS.5. PROVIDE FLASHING OVER ALL DOORS AND WINDOWS.6. PROVIDE FLASHING AND MOISTURE PROTECTION AT ALL MECHANICAL PENETRATIONS THROUGH ROOFS AND WALLS.7. PROVIDE FLASHING AT ALL MATERIAL TRANSITIONS.8. PROVIDE FLASHING AND MOISTURE PROTECTION AT ALL ROOF AND WALL VERTICAL & HORIZONTAL TRANSITIONS.9. PROVIDE AN UNINTERRUPTED WEATHER BARRIER AROUND ENTIRE BUILDING ENVELOPE. ALL COMPONENTS OF THE WEATHER BARRIER SUCH AS ROOF MEMBRANE, METAL FLASHINGS, BUILDING WRAP, HORIZONTAL WATERPROOFING, AND VERTICAL WATERPROOFING SHALL BE INTERFACED WITH POSITIVE LAPS IN ORDER TO CONVEY MOISTURE DOWN THE FACE OF THE BUILDING TO GRADE OR INTO SUB-GRADE UNDER-DRAIN SYSTEMS. FOLLOW MANUFACTURER’S GUIDELINES FOR TERMINATIONS, TRANSITIONS, SEQUENCING, AND LAPS.10. PROVIDE ON-SITE MOCKUP COVERING ALL CRITICAL MATERIAL TRANSITIONS. DESIGN OF MOCKUP TO BE PROVIDED BY ARCHITECT IN SEPARATE DIRECTIVE.11. ENSURE ALL EXTERIOR WALL EXHAUST VENTS ARE LOCATED AT LEAST 3' AWAY FROM ANY OPERABLE PANE OF DOOR OR WINDOW.12. WINDOWS ARE EITHER POLYMER OR ALUMINUM WITH 1”DOUBLE PANE CLEAR INSULATED GLASS WITH LOW-E COATING; SEE SHEET A8.00 FOR TYPES AND SIZES13. UNLESS NOTED OTHERWISE, ALL EXPOSED SLABS ARE TO SLOPE AWAY FROM THE BUILDING AT ¼”PER FOOT.14. UNLESS NOTED OTHERWISE, ALL UNPAVED GRADE AREAS TO SLOPE AWAY FROM THE BUILDING AT 5% FOR A DISTANCE OF 5’.15. IRRIGATION SYSTEM IS PER DESIGN-BUILD. HOWEVER, NO SPRAY HEADS SHALL BE PROVIDED SUCH THAT A BUILDING WALL FALLS WITHIN 3’OF THE SPRAY HEAD COVERAGE AREA.16. PREP SOILS AS REQUIRED BY GEOTECH REPORT.LEVEL 01100' -0"LEVEL 02114' -6"LEVEL 03125' -2"LEVEL 04135' -10"TRUSS BEARING146' -6"LEVEL 01 + 2' -6"COMMON GARAGE102' -6"LEVEL B1BASEMENT92' -6"10' - 8"10' - 8"10' - 8"12' - 0"2' - 6"7' - 6"ABCDEF2A4.002A4.00AMENITY LOUNGE105GARAGE1182BRdU216CORRIDOR2412BRa - TYPE AU 2192BRdU316CORRIDOR3412BRa - TYPE AU3192BRa - TYPE AU419CORRIDOR4412BRdU416ELEV LOBBY203ELEV LOBBY303ELEV LOBBY403ELEV LOBBY103TRASH106F1F2F2F2F2W1cW5cT.O. PARAPET153' -0"A4.101LEVEL 01100' -0"LEVEL 02114' -6"LEVEL 03125' -2"LEVEL 04135' -10"TRUSS BEARING146' -6"LEVEL 01 + 2' -6"COMMON GARAGE102' -6"LEVEL B1BASEMENT92' -6"ABCD1A4.001A4.00BASEMENT GARAGE001GARAGE118CORRIDOR241CORRIDOR341CORRIDOR441STUDIO AU405STUDIO AU305STUDIO AU2051BRbU2041BRbU3041BRbU404W1cW3aF2F2F2F2F1T.O. PARAPET153' -0"A4.102PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDING 1 -SECTIONSA4.01SD SET04/01/2019SCALE:1/8" = 1'-0"1BUILDING 1 SECTION - S/N @ CLUBHOUSESCALE:1/8" = 1'-0"2BUILDING 1 SECTION - N/S @ UNITS GENERAL NOTES1. SEE A3 SHEETS FOR ELEVATIONS.2. SEE A9 SHEETS FOR EXTERIOR DETAILS.3. 'STUCCO' REFERS TO MIN. 1/8" FINISH COAT OVER 7/8”HARD TEXTURED CEMENTITUOUS PLASTER OVER SELF FURRING METAL LATH OVER BUILDING PAPER OVER TYVEK.4. ALL EXTERIOR SHEATHING TO HAVE 1/8" GAP AT SEAMS.5. PROVIDE FLASHING OVER ALL DOORS AND WINDOWS.6. PROVIDE FLASHING AND MOISTURE PROTECTION AT ALL MECHANICAL PENETRATIONS THROUGH ROOFS AND WALLS.7. PROVIDE FLASHING AT ALL MATERIAL TRANSITIONS.8. PROVIDE FLASHING AND MOISTURE PROTECTION AT ALL ROOF AND WALL VERTICAL & HORIZONTAL TRANSITIONS.9. PROVIDE AN UNINTERRUPTED WEATHER BARRIER AROUND ENTIRE BUILDING ENVELOPE. ALL COMPONENTS OF THE WEATHER BARRIER SUCH AS ROOF MEMBRANE, METAL FLASHINGS, BUILDING WRAP, HORIZONTAL WATERPROOFING, AND VERTICAL WATERPROOFING SHALL BE INTERFACED WITH POSITIVE LAPS IN ORDER TO CONVEY MOISTURE DOWN THE FACE OF THE BUILDING TO GRADE OR INTO SUB-GRADE UNDER-DRAIN SYSTEMS. FOLLOW MANUFACTURER’S GUIDELINES FOR TERMINATIONS, TRANSITIONS, SEQUENCING, AND LAPS.10. PROVIDE ON-SITE MOCKUP COVERING ALL CRITICAL MATERIAL TRANSITIONS. DESIGN OF MOCKUP TO BE PROVIDED BY ARCHITECT IN SEPARATE DIRECTIVE.11. ENSURE ALL EXTERIOR WALL EXHAUST VENTS ARE LOCATED AT LEAST 3' AWAY FROM ANY OPERABLE PANE OF DOOR OR WINDOW.12. WINDOWS ARE EITHER POLYMER OR ALUMINUM WITH 1”DOUBLE PANE CLEAR INSULATED GLASS WITH LOW-E COATING; SEE SHEET A8.00 FOR TYPES AND SIZES13. UNLESS NOTED OTHERWISE, ALL EXPOSED SLABS ARE TO SLOPE AWAY FROM THE BUILDING AT ¼”PER FOOT.14. UNLESS NOTED OTHERWISE, ALL UNPAVED GRADE AREAS TO SLOPE AWAY FROM THE BUILDING AT 5% FOR A DISTANCE OF 5’.15. IRRIGATION SYSTEM IS PER DESIGN-BUILD. HOWEVER, NO SPRAY HEADS SHALL BE PROVIDED SUCH THAT A BUILDING WALL FALLS WITHIN 3’OF THE SPRAY HEAD COVERAGE AREA.16. PREP SOILS AS REQUIRED BY GEOTECH REPORT.17. PROVIDE UNDER-DRAIN SYSTEM AS REQUIRED IN GEO-TECH REPORTKEY PLAN231LEVEL 01100' -0"LEVEL 02110' -8"LEVEL 03121' -4"TRUSS BEARING132' -0"T.O. PARAPET138' -0"ABCLEVEL 01 +6"100' -6"LEVEL 01 +1'101' -0"2BReU304C2BReU204CGARAGE107C2BRcU102C2BReU202C2BReU302CPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDINGS 2 & 3 -BUILDING SECTIONSA4.02SD SET04/01/2019SCALE:1/4" = 1'-0"1BUILDINGS 1 & 2 BUILDING SECTION GENERAL NOTES1. SEE A3 SHEETS FOR ELEVATIONS.2. SEE A9 SHEETS FOR EXTERIOR DETAILS.3. 'STUCCO' REFERS TO MIN. 1/8" FINISH COAT OVER 7/8”HARD TEXTURED CEMENTITUOUS PLASTER OVER SELF FURRING METAL LATH OVER BUILDING PAPER OVER TYVEK.4. ALL EXTERIOR SHEATHING TO HAVE 1/8" GAP AT SEAMS.5. PROVIDE FLASHING OVER ALL DOORS AND WINDOWS.6. PROVIDE FLASHING AND MOISTURE PROTECTION AT ALL MECHANICAL PENETRATIONS THROUGH ROOFS AND WALLS.7. PROVIDE FLASHING AT ALL MATERIAL TRANSITIONS.8. PROVIDE FLASHING AND MOISTURE PROTECTION AT ALL ROOF AND WALL VERTICAL & HORIZONTAL TRANSITIONS.9. PROVIDE AN UNINTERRUPTED WEATHER BARRIER AROUND ENTIRE BUILDING ENVELOPE. ALL COMPONENTS OF THE WEATHER BARRIER SUCH AS ROOF MEMBRANE, METAL FLASHINGS, BUILDING WRAP, HORIZONTAL WATERPROOFING, AND VERTICAL WATERPROOFING SHALL BE INTERFACED WITH POSITIVE LAPS IN ORDER TO CONVEY MOISTURE DOWN THE FACE OF THE BUILDING TO GRADE OR INTO SUB-GRADE UNDER-DRAIN SYSTEMS. FOLLOW MANUFACTURER’S GUIDELINES FOR TERMINATIONS, TRANSITIONS, SEQUENCING, AND LAPS.10. PROVIDE ON-SITE MOCKUP COVERING ALL CRITICAL MATERIAL TRANSITIONS. DESIGN OF MOCKUP TO BE PROVIDED BY ARCHITECT IN SEPARATE DIRECTIVE.11. ENSURE ALL EXTERIOR WALL EXHAUST VENTS ARE LOCATED AT LEAST 3' AWAY FROM ANY OPERABLE PANE OF DOOR OR WINDOW.12. WINDOWS ARE EITHER POLYMER OR ALUMINUM WITH 1”DOUBLE PANE CLEAR INSULATED GLASS WITH LOW-E COATING; SEE SHEET A8.00 FOR TYPES AND SIZES13. UNLESS NOTED OTHERWISE, ALL EXPOSED SLABS ARE TO SLOPE AWAY FROM THE BUILDING AT ¼”PER FOOT.14. UNLESS NOTED OTHERWISE, ALL UNPAVED GRADE AREAS TO SLOPE AWAY FROM THE BUILDING AT 5% FOR A DISTANCE OF 5’.15. IRRIGATION SYSTEM IS PER DESIGN-BUILD. HOWEVER, NO SPRAY HEADS SHALL BE PROVIDED SUCH THAT A BUILDING WALL FALLS WITHIN 3’OF THE SPRAY HEAD COVERAGE AREA.16. PREP SOILS AS REQUIRED BY GEOTECH REPORT.17. PROVIDE UNDER-DRAIN SYSTEM AS REQUIRED IN GEO-TECH REPORTKEY PLAN231LEVEL 01100' -0"LEVEL 02110' -8"LEVEL 03121' -4"TRUSS BEARING132' -0"T.O. PARAPET138' -0"ABCLEVEL 01 +6"100' -6"LEVEL 01 +1'101' -0"2BReU302C2BReU202C2BRcU102C2BReU204C2BReU304CGARAGE105CPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620BUILDINGS 2 & 3 -BUILDING SECTIONSA4.03SD SET04/01/2019SCALE:1/4" = 1'-0"1BUILDINGS 1 & 2 - BUILDING SECTION W/DREF.DWREF.DWWDW/DREF.DWWDREF.DWW/DREF.DWABBREVIATIONSCPT CARPETCONC CONCRETETL FLOOR TILEGYP GYPSUM BOARDGPC GYPCRETECLR CLEAR DIMENSIONPV WOOD PLANK VINYL101ROOM NAME101XDOOR TAGWALL TYPE, FLOOR SYSTEM,ROOF SYSTEMROOM IDENTIFICATIONINTERIOR ELEVATION DESIGNATIONXX.XXXXXLEGEND 12" SOFFIT AREA8" SOFFIT AREAPT PAINTSTL STEELSV SHEET VINYLWB WALL BASEWD WOODGENERAL NOTES 1. DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD.2. SEE A2 SERIES SHEETS FOR EXTERIOR WALL & DEMISING WALL LOCATIONS.3. SEE A6 SERIES SHEETS FOR INTERIOR ELEVATIONS.4. SEE MECHANICAL FOR LOCATION OF FAN COIL, VENTS, DIFFUSERS, ETC.5. SEE A0 SERIES SHEETS FOR TYPICAL MOUNTING HEIGHTS AND CRITICAL MOUNTING HEIGHTS AND DISTANCES RELATED TO ACCESSIBILITY REQUIREMENTS.6. DOORS:• CURVED SHOWER ROD @ BATHTUBS• TOILET PAPER DISPENSER• ROBE HOOK• TOWEL ROD• HAND TOWEL RINGa. SEE DOOR SCHEDULE AND A2 SERIES FOR EXTERIOR DOOR TYPES.b. SEE DOOR SCHEDULE FOR DOOR HARDWARE GROUPS.c. SEE MECHANICAL FOR DOOR UNDERCUTS.d. U.N.O. ALL BYPASS DOORS ARE CENTERED WITHIN WIDTH OF CLOSET.e. ALL 2'-10" DOORS TO HAVE A CLEAR OPENING WIDTH OF 31 3/4" WHEN OPEN 90 DEGREES MEASURED FROM FACE OF DOOR TO DOOR STOP.f. ALL SLIDING PATIO DOORS TO HAVE A CLEAR OPENING WIDTH OF 32" WHEN FULLY OPEN.g. DOOR ROUGH OPENING STARTS 3" FROM WALL INTERSECTION UNLESS NOTED OTHERWISE.7. ALL INTERIOR CABINET LAYOUTS ARE INTENDED AS A ‘BASIS OF DESIGN’. ARCHITECT ACKNOWLEDGES THAT MINOR ADJUSTMENTS TO THE LAYOUT MAY BE NECESSARY TO ACCOMMODATE THE REALITIES OF CABINET SIZE & INSTALLATION REQUIREMENTS. SUBMIT SHOPS TO ARCHITECT FOR REVIEW.8. ON FLOORS 2 THRU 6 ALL NON-BEARING WALLS TO BE W5c (W5a IF PLUMBING) AND ALL BEARING WALLS TO BE W5d ON MAIN FLOOR, ALL NON-BEARING WALLS TO BE W5f (W5e IF PLUMBING) AND ALL BEARING WALLS TO BE W4c9. DROPPED SOFFIT DEPTHS ARE CALLED OUT IN THE LEGEND W/ NOMINAL DEPTHS. ACTUAL DEPTH IS TO BE COORDINATED W/ MECHANICAL. KEEP SOFFIT DEPTHS TO A MINIMUM NECESSARY DIMENSION. IF SOFFIT DEPTH EXCEEDS THE NOMINAL DIMENSION INDICATED BY MORE THAN 2”, NOTIFY ARCHITECT IMMEDIATELY. GC SHOULD ACKNOWLEDGE THAT THE CONSTRUCTION DOCUMENTS CANNOT PREDICT EVERY POTENTIAL CONFLICT IN CEILING UTILITIES AND SHOULD CARRY AN ALLOWANCE OF 25% ADDITIONAL SOFFITS THAN INDICATED IN THE DOCUMENTS.10. SEE ELECTRICAL FOR LOCATION OF LIGHTS, OUTLETS, PHONE, DATA, TV CONNECTIONS ETC. SEE A0 SERIES SHEETS FOR VERTICAL MOUNTING HEIGHTS OF ALL ELECTRICAL CONTROLS.11. WHEREVER BATHTUB IS ADJACENT TO A FIRE RATED WALL, GYP MUST CONTINUE PAST TUB AS PER DETAIL.12. ALL INTERIOR FINISHES PER FINISH SCHEDULE. FINISHES NOT INDICATED IN FINISH SCHEDULE SHALL BE ISSUED IN A SEPARATE INTERIOR DIRECTIVE.13. ALL BALCONIES TO HAVE MINIMUM 36" DEPTH AS MEASURED FROM FACE OF WALL FINISH TO BACK OF RAILING.14. SEE INTERIOR ELEVATIONS FOR DETAILS. SEE A0 SHEETS FOR LOCATION OF BLOCKING TO BE PROVIDED IN EACH BATHROOM FOR FUTURE INSTALLATION OF GRAB BARS.15. IN ALL ‘TYPE A’ UNITS, ALL CONTROLS INCLUDING WINDOW LATCHES AND KITCHEN HOOD SWITCH TO BE LOCATED LOWER THAN 48” AFF. SEE A0 SERIES FOR VERTICAL MOUNTING HEIGHTS IN TYPE A UNITS. ALL APPLIANCES AND PLUMBING FIXTURES IN ‘TYPE A’ UNITS TO BE ADA COMPLIANT.16. DRAWINGS ARE TO BE READ, NOT SCALED. IF ANY DIMENSION INDICATED ON THE DRAWINGS CANNOT BE ACHIEVED DURING LAYOUT, NOTIFY ARCHITECT IMMEDIATELY PRIOR TO FRAMING FABRICATION.17. ALL SHOWERS TO RECEIVE SWINGING GLASS DOORS, SEE INTERIOR ELEVATIONS.18. INSULATE ALL PLUMBING WALLS. IF AN ISOLATED PLUMBING RISER IS LOCATED IN A LONG WALL, INSULATE THE STUD BAY WITHIN WHICH THE PLUMBING RISER IS LOCATED.19. IN ALL BATHROOMS, PROVIDE PLUMBING ACCESSORIES TO INCLUDE AT THE MINIMUM:8' - 0 1/4"8' - 0 1/4"16' - 0 1/2"27' - 1 1/4"12' - 7 5/8"5' - 7"8' - 10 5/8"8' - 3"7' - 9 1/2"8' - 5 5/8"7' - 6 7/8"4' - 6 3/8"3' - 4 1/4"5' - 7"26' - 1 1/4"3' - 3 5/8"22' - 9 5/8"3' - 5 7/8"4' - 9 1/8"5' - 3 1/4"3' - 8 1/4"3' - 7 1/8"3LIVING5CLOSET4BATHROOM2KITCHEN6LAUNDRY1ENTRY3LIVING4BEDROOM6CLOSET5BATHROOM7LAUNDRY2KITCHEN1ENTRY8CLOSET24' - 6 1/4"21' - 2 5/8"3' - 3 5/8"27' - 1 1/4"10' - 4 5/8"2' - 5 1/4"6' - 8 3/4"7' - 6 5/8"24' - 0"8' - 6 1/4"2' - 7"9' - 6 3/4"3' - 4"12' - 4 3/4"11' - 7 1/4"11' - 11 1/4"12' - 0 3/4"3' - 3 1/4"3' - 5"5' - 3"7' - 4 5/8"2' - 3"2' - 1 1/4"5' - 5 3/8"2' - 7"24' - 0"5' - 11 3/4"6' - 5"4' - 8"3' - 0"3' - 11 1/4"2KITCHEN1ENTRY8LAUNDRY7CLOSET5BATHROOM6CLOSET3LIVING4BEDROOM25' - 8"27' - 1 1/4"1' - 0"2' - 5 5/8"4' - 0 3/4"2' - 5 1/4"3' - 8 3/4"10' - 9 7/8"2' - 7"24' - 6 1/4"8' - 9"4' - 10"6' - 5 1/2"5' - 1 1/2"6"11' - 1 1/4"6' - 0 3/8"7' - 5"2' - 6 5/8"25' - 8"13' - 0 1/4"12' - 7 3/4"13' - 5 3/4"12' - 2 1/4"5' - 7 1/4"3' - 0"4' - 10 1/2"6' - 1"6' - 1 1/4"3' - 11 3/4"8' - 2 1/2"7' - 6 3/8"3' - 6"6' - 7 1/4"6BEDROOM3LIVING4BEDROOM5CLOSET7CLOSET9LAUNDRY2KITCHEN1ENTRY10CLOSET8BATHROOM26' - 5 3/8"12' - 6 1/4"38' - 11 5/8"11' - 4 1/8"15' - 6 3/4"12' - 0 3/4"5' - 5 5/8"5' - 10 1/2"4' - 5 1/4"4' - 6"6' - 7 1/2"6' - 0 1/8"6' - 0 5/8"27' - 1 1/4"7' - 3 1/8"6' - 8 3/4"2' - 5 1/4"10' - 8 1/8"14' - 1 3/8"2' - 2 1/8"11' - 11 1/4"8' - 6"2' - 5 1/8"6' - 0 7/8"2' - 5"38' - 11 5/8"8' - 10 1/4"5' - 11 7/8"3' - 3 3/4"9' - 7"2' - 6 7/8"8' - 7 7/8"6' - 9 3/4"11' - 2 1/8"3' - 5 1/4"5' - 3"3' - 4 1/2"2' - 3"7 1/4"1' - 6"5' - 1 7/8"8' - 11 1/8"2' - 5"2' - 0 7/8"4BEDROOM6CLOSET5BATHROOM3LIVING2KITCHEN1ENTRY10CLOSET9BATHROOM11LAUNDRY8CLOSET7BEDROOM36' - 10"3 1/4"5' - 4 3/4"5' - 6 3/4"8' - 8 1/4"4' - 8 3/8"6' - 7 5/8"5' - 1 1/4"5 3/4"27' - 1 1/4"2' - 6 5/8"11' - 1 3/4"2' - 5 1/4"10' - 11 5/8"36' - 10"24' - 5 1/4"12' - 4 3/4"11' - 2 3/4"13' - 8"11' - 11 1/4"5' - 5 3/4"5' - 9"5' - 6 1/2"3' - 0"5' - 1 1/2"5' - 11 1/2"5' - 11 3/4"2' - 7"24' - 6 1/4"2' - 6 5/8"7' - 10 3/4"14' - 0 7/8"5' - 8"5' - 6 3/4"13' - 8"3' - 9"2' - 7 1/4"5' - 7"3' - 10 3/4"3' - 5 1/4"5' - 4 3/8"1' - 0"7' - 5 7/8"3' - 6"6' - 7 1/4"PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620ENLARGED PLANS -UNITSA5.00SD SET04/01/2019SCALE:1/4" = 1'-0"1ENLARGED PLAN - STUDIO ASCALE:1/4" = 1'-0"2ENLARGED PLAN - 1BRa -TYPE "A"SCALE:1/4" = 1'-0"3ENLARGED PLAN - 1BRbSCALE:1/4" = 1'-0"4ENLARGED PLAN - 2BRa - TYPE "A"SCALE:1/4" = 1'-0"5ENLARGED PLAN - 2BRb DWW/DREF.DWREF.DWW/DREF.DWW/DABBREVIATIONSCPT CARPETCONC CONCRETETL FLOOR TILEGYP GYPSUM BOARDGPC GYPCRETECLR CLEAR DIMENSIONPV WOOD PLANK VINYL101ROOM NAME101XDOOR TAGWALL TYPE, FLOOR SYSTEM,ROOF SYSTEMROOM IDENTIFICATIONINTERIOR ELEVATION DESIGNATIONXX.XXXXXLEGEND 12" SOFFIT AREA8" SOFFIT AREAPT PAINTSTL STEELSV SHEET VINYLWB WALL BASEWD WOODGENERAL NOTES 1. DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD.2. SEE A2 SERIES SHEETS FOR EXTERIOR WALL & DEMISING WALL LOCATIONS.3. SEE A6 SERIES SHEETS FOR INTERIOR ELEVATIONS.4. SEE MECHANICAL FOR LOCATION OF FAN COIL, VENTS, DIFFUSERS, ETC.5. SEE A0 SERIES SHEETS FOR TYPICAL MOUNTING HEIGHTS AND CRITICAL MOUNTING HEIGHTS AND DISTANCES RELATED TO ACCESSIBILITY REQUIREMENTS.6. DOORS:• CURVED SHOWER ROD @ BATHTUBS• TOILET PAPER DISPENSER• ROBE HOOK• TOWEL ROD• HAND TOWEL RINGa. SEE DOOR SCHEDULE AND A2 SERIES FOR EXTERIOR DOOR TYPES.b. SEE DOOR SCHEDULE FOR DOOR HARDWARE GROUPS.c. SEE MECHANICAL FOR DOOR UNDERCUTS.d. U.N.O. ALL BYPASS DOORS ARE CENTERED WITHIN WIDTH OF CLOSET.e. ALL 2'-10" DOORS TO HAVE A CLEAR OPENING WIDTH OF 31 3/4" WHEN OPEN 90 DEGREES MEASURED FROM FACE OF DOOR TO DOOR STOP.f. ALL SLIDING PATIO DOORS TO HAVE A CLEAR OPENING WIDTH OF 32" WHEN FULLY OPEN.g. DOOR ROUGH OPENING STARTS 3" FROM WALL INTERSECTION UNLESS NOTED OTHERWISE.7. ALL INTERIOR CABINET LAYOUTS ARE INTENDED AS A ‘BASIS OF DESIGN’. ARCHITECT ACKNOWLEDGES THAT MINOR ADJUSTMENTS TO THE LAYOUT MAY BE NECESSARY TO ACCOMMODATE THE REALITIES OF CABINET SIZE & INSTALLATION REQUIREMENTS. SUBMIT SHOPS TO ARCHITECT FOR REVIEW.8. ON FLOORS 2 THRU 6 ALL NON-BEARING WALLS TO BE W5c (W5a IF PLUMBING) AND ALL BEARING WALLS TO BE W5d ON MAIN FLOOR, ALL NON-BEARING WALLS TO BE W5f (W5e IF PLUMBING) AND ALL BEARING WALLS TO BE W4c9. DROPPED SOFFIT DEPTHS ARE CALLED OUT IN THE LEGEND W/ NOMINAL DEPTHS. ACTUAL DEPTH IS TO BE COORDINATED W/ MECHANICAL. KEEP SOFFIT DEPTHS TO A MINIMUM NECESSARY DIMENSION. IF SOFFIT DEPTH EXCEEDS THE NOMINAL DIMENSION INDICATED BY MORE THAN 2”, NOTIFY ARCHITECT IMMEDIATELY. GC SHOULD ACKNOWLEDGE THAT THE CONSTRUCTION DOCUMENTS CANNOT PREDICT EVERY POTENTIAL CONFLICT IN CEILING UTILITIES AND SHOULD CARRY AN ALLOWANCE OF 25% ADDITIONAL SOFFITS THAN INDICATED IN THE DOCUMENTS.10. SEE ELECTRICAL FOR LOCATION OF LIGHTS, OUTLETS, PHONE, DATA, TV CONNECTIONS ETC. SEE A0 SERIES SHEETS FOR VERTICAL MOUNTING HEIGHTS OF ALL ELECTRICAL CONTROLS.11. WHEREVER BATHTUB IS ADJACENT TO A FIRE RATED WALL, GYP MUST CONTINUE PAST TUB AS PER DETAIL.12. ALL INTERIOR FINISHES PER FINISH SCHEDULE. FINISHES NOT INDICATED IN FINISH SCHEDULE SHALL BE ISSUED IN A SEPARATE INTERIOR DIRECTIVE.13. ALL BALCONIES TO HAVE MINIMUM 36" DEPTH AS MEASURED FROM FACE OF WALL FINISH TO BACK OF RAILING.14. SEE INTERIOR ELEVATIONS FOR DETAILS. SEE A0 SHEETS FOR LOCATION OF BLOCKING TO BE PROVIDED IN EACH BATHROOM FOR FUTURE INSTALLATION OF GRAB BARS.15. IN ALL ‘TYPE A’ UNITS, ALL CONTROLS INCLUDING WINDOW LATCHES AND KITCHEN HOOD SWITCH TO BE LOCATED LOWER THAN 48” AFF. SEE A0 SERIES FOR VERTICAL MOUNTING HEIGHTS IN TYPE A UNITS. ALL APPLIANCES AND PLUMBING FIXTURES IN ‘TYPE A’ UNITS TO BE ADA COMPLIANT.16. DRAWINGS ARE TO BE READ, NOT SCALED. IF ANY DIMENSION INDICATED ON THE DRAWINGS CANNOT BE ACHIEVED DURING LAYOUT, NOTIFY ARCHITECT IMMEDIATELY PRIOR TO FRAMING FABRICATION.17. ALL SHOWERS TO RECEIVE SWINGING GLASS DOORS, SEE INTERIOR ELEVATIONS.18. INSULATE ALL PLUMBING WALLS. IF AN ISOLATED PLUMBING RISER IS LOCATED IN A LONG WALL, INSULATE THE STUD BAY WITHIN WHICH THE PLUMBING RISER IS LOCATED.19. IN ALL BATHROOMS, PROVIDE PLUMBING ACCESSORIES TO INCLUDE AT THE MINIMUM:39' - 0 3/8"25' - 4"2' - 5"11' - 3 3/8"25' - 9 1/2"13' - 2 7/8"4' - 1"6' - 10 1/2"1' - 6 7/8"25' - 6 3/8"10' - 11 1/2"8' - 9"5' - 9 7/8"4' - 4 5/8"1' - 5 1/4"1' - 1"25' - 8 5/8"2' - 5 5/8"8' - 8 5/8"5' - 7 1/4"11' - 4 5/8"5' - 6"13' - 3 1/2"5' - 5"1' - 6"7' - 5 1/4"3' - 9"8' - 8 5/8"2' - 9 1/2"2' - 9 3/4"5' - 7 3/4"5' - 4 3/4"4 1/4"39' - 0 3/8"27' - 6 3/4"6' - 7 1/2"4' - 10 1/8"11' - 2 1/4"8' - 7 3/4"3' - 0"3' - 3 1/4"1' - 5 1/2"6' - 1 1/2"5' - 4 1/8"5' - 9 1/8"5' - 0"6' - 3 1/8"2' - 0"3' - 5"4' - 4"3LIVING2KITCHEN7BEDROOM8CLOSET6CLOSET4BEDROOM5BATHROOM9BATHROOM10LAUNDRY11CLOSET1ENTRY2' - 11 1/2"14' - 8"7' - 8 1/2"7' - 9 1/2"5' - 5 3/8"7BEDROOM9CLOSET2KITCHEN4BEDROOM5BATHROOM1ENTRY10LAUNDRY8BATHROOM3LIVING6CLOSET21' - 6 1/4"5' - 9"11' - 6 3/4"8' - 0 3/4"1' - 10 3/4"4' - 5 3/4"1' - 3 1/4"31' - 2 3/4"3' - 9 5/8"2' - 5 7/8"1' - 3 3/4"5' - 8 5/8"3' - 3"3' - 0 1/4"8' - 7 3/4"10' - 7 1/8"5' - 1 3/4"35' - 0 3/4"13' - 2 1/4"21' - 10 1/2"2' - 11 1/2"11' - 5 1/2"7' - 5 1/2"7' - 9"5' - 5 1/4"29' - 3 1/4"11' - 9 1/8"3' - 3 3/4"2' - 3 1/2"6' - 2"5' - 8 7/8"2' - 5 1/2"7' - 2 1/2"3' - 0"10' - 8"5' - 11 1/4"5' - 7 5/8"1' - 1"4' - 6"2' - 5"10' - 10"3' - 8 3/4"6' - 10 3/8"7' - 10 3/8"3' - 8 3/8"4' - 7 5/8"3' - 5 1/8"1' - 5 1/4"3' - 7"4' - 10 7/8"7' - 9 3/8"3' - 0"6' - 6 7/8"10"4' - 6 5/8"4 1/4"2' - 0"3BEDROOM5CLOSET2LIVING1KITCHEN4BATHROOM11CLOSET6BEDROOM7CLOSET8BEDROOM10CLOSET9BATHROOM1ENTRY12LAUNDRY48' - 1 3/4"11' - 6 3/4"4' - 10 3/4"31' - 8 1/4"10' - 8 3/8"8' - 7 3/4"3' - 0 1/4"8' - 9 3/4"5' - 7 1/2"5' - 4 3/4"4"5' - 7 3/8"27' - 0 3/4"5' - 9 1/4"10' - 7 1/2"3' - 0"5' - 2 1/2"2' - 5 1/2"11' - 11 3/8"2' - 5"12' - 8 3/8"10' - 11 1/4"13' - 7"23' - 7 1/2"5' - 5 3/4"5' - 5 1/2"5' - 10"7' - 9"6' - 8 1/2"13' - 11 1/2"2' - 11 1/2"21' - 0 3/4"2' - 5 5/8"7' - 5"11' - 2 1/8"1' - 2"7' - 4 3/8"5' - 1 1/4"4' - 10"5' - 7 1/8"2' - 5 3/8"11' - 1 5/8"5' - 0"5' - 9 1/8"3' - 9"6' - 11 3/8"4 1/4"4' - 9 3/8"7 3/4"2' - 9"1' - 2"8' - 8 5/8"11' - 2 1/8"3' - 0"PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620ENLARGED PLANS -UNITSA5.01SD SET04/01/2019SCALE:1/4" = 1'-0"1ENLARGED PLAN - 2BRcSCALE:1/4" = 1'-0"2ENLARGED PLAN - 2BRdSCALE:1/4" = 1'-0"3ENLARGED PLAN - 3BR W/DREF.DWW/DDWREF.W/DREF.DWABBREVIATIONSCPT CARPETCONC CONCRETETL FLOOR TILEGYP GYPSUM BOARDGPC GYPCRETECLR CLEAR DIMENSIONPV WOOD PLANK VINYL101ROOM NAME101XDOOR TAGWALL TYPE, FLOOR SYSTEM,ROOF SYSTEMROOM IDENTIFICATIONINTERIOR ELEVATION DESIGNATIONXX.XXXXXLEGEND 12" SOFFIT AREA8" SOFFIT AREAPT PAINTSTL STEELSV SHEET VINYLWB WALL BASEWD WOODGENERAL NOTES 1. DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD.2. SEE A2 SERIES SHEETS FOR EXTERIOR WALL & DEMISING WALL LOCATIONS.3. SEE A6 SERIES SHEETS FOR INTERIOR ELEVATIONS.4. SEE MECHANICAL FOR LOCATION OF FAN COIL, VENTS, DIFFUSERS, ETC.5. SEE A0 SERIES SHEETS FOR TYPICAL MOUNTING HEIGHTS AND CRITICAL MOUNTING HEIGHTS AND DISTANCES RELATED TO ACCESSIBILITY REQUIREMENTS.6. DOORS:• CURVED SHOWER ROD @ BATHTUBS• TOILET PAPER DISPENSER• ROBE HOOK• TOWEL ROD• HAND TOWEL RINGa. SEE DOOR SCHEDULE AND A2 SERIES FOR EXTERIOR DOOR TYPES.b. SEE DOOR SCHEDULE FOR DOOR HARDWARE GROUPS.c. SEE MECHANICAL FOR DOOR UNDERCUTS.d. U.N.O. ALL BYPASS DOORS ARE CENTERED WITHIN WIDTH OF CLOSET.e. ALL 2'-10" DOORS TO HAVE A CLEAR OPENING WIDTH OF 31 3/4" WHEN OPEN 90 DEGREES MEASURED FROM FACE OF DOOR TO DOOR STOP.f. ALL SLIDING PATIO DOORS TO HAVE A CLEAR OPENING WIDTH OF 32" WHEN FULLY OPEN.g. DOOR ROUGH OPENING STARTS 3" FROM WALL INTERSECTION UNLESS NOTED OTHERWISE.7. ALL INTERIOR CABINET LAYOUTS ARE INTENDED AS A ‘BASIS OF DESIGN’. ARCHITECT ACKNOWLEDGES THAT MINOR ADJUSTMENTS TO THE LAYOUT MAY BE NECESSARY TO ACCOMMODATE THE REALITIES OF CABINET SIZE & INSTALLATION REQUIREMENTS. SUBMIT SHOPS TO ARCHITECT FOR REVIEW.8. ON FLOORS 2 THRU 6 ALL NON-BEARING WALLS TO BE W5c (W5a IF PLUMBING) AND ALL BEARING WALLS TO BE W5d ON MAIN FLOOR, ALL NON-BEARING WALLS TO BE W5f (W5e IF PLUMBING) AND ALL BEARING WALLS TO BE W4c9. DROPPED SOFFIT DEPTHS ARE CALLED OUT IN THE LEGEND W/ NOMINAL DEPTHS. ACTUAL DEPTH IS TO BE COORDINATED W/ MECHANICAL. KEEP SOFFIT DEPTHS TO A MINIMUM NECESSARY DIMENSION. IF SOFFIT DEPTH EXCEEDS THE NOMINAL DIMENSION INDICATED BY MORE THAN 2”, NOTIFY ARCHITECT IMMEDIATELY. GC SHOULD ACKNOWLEDGE THAT THE CONSTRUCTION DOCUMENTS CANNOT PREDICT EVERY POTENTIAL CONFLICT IN CEILING UTILITIES AND SHOULD CARRY AN ALLOWANCE OF 25% ADDITIONAL SOFFITS THAN INDICATED IN THE DOCUMENTS.10. SEE ELECTRICAL FOR LOCATION OF LIGHTS, OUTLETS, PHONE, DATA, TV CONNECTIONS ETC. SEE A0 SERIES SHEETS FOR VERTICAL MOUNTING HEIGHTS OF ALL ELECTRICAL CONTROLS.11. WHEREVER BATHTUB IS ADJACENT TO A FIRE RATED WALL, GYP MUST CONTINUE PAST TUB AS PER DETAIL.12. ALL INTERIOR FINISHES PER FINISH SCHEDULE. FINISHES NOT INDICATED IN FINISH SCHEDULE SHALL BE ISSUED IN A SEPARATE INTERIOR DIRECTIVE.13. ALL BALCONIES TO HAVE MINIMUM 36" DEPTH AS MEASURED FROM FACE OF WALL FINISH TO BACK OF RAILING.14. SEE INTERIOR ELEVATIONS FOR DETAILS. SEE A0 SHEETS FOR LOCATION OF BLOCKING TO BE PROVIDED IN EACH BATHROOM FOR FUTURE INSTALLATION OF GRAB BARS.15. IN ALL ‘TYPE A’ UNITS, ALL CONTROLS INCLUDING WINDOW LATCHES AND KITCHEN HOOD SWITCH TO BE LOCATED LOWER THAN 48” AFF. SEE A0 SERIES FOR VERTICAL MOUNTING HEIGHTS IN TYPE A UNITS. ALL APPLIANCES AND PLUMBING FIXTURES IN ‘TYPE A’ UNITS TO BE ADA COMPLIANT.16. DRAWINGS ARE TO BE READ, NOT SCALED. IF ANY DIMENSION INDICATED ON THE DRAWINGS CANNOT BE ACHIEVED DURING LAYOUT, NOTIFY ARCHITECT IMMEDIATELY PRIOR TO FRAMING FABRICATION.17. ALL SHOWERS TO RECEIVE SWINGING GLASS DOORS, SEE INTERIOR ELEVATIONS.18. INSULATE ALL PLUMBING WALLS. IF AN ISOLATED PLUMBING RISER IS LOCATED IN A LONG WALL, INSULATE THE STUD BAY WITHIN WHICH THE PLUMBING RISER IS LOCATED.19. IN ALL BATHROOMS, PROVIDE PLUMBING ACCESSORIES TO INCLUDE AT THE MINIMUM:5CLOSET1ENTRY2KITCHEN3LIVING6LAUNDRY4BATHROOM16' - 4"8' - 2 1/8"8' - 1 7/8"27' - 0 1/4"5' - 4 7/8"3' - 4"5' - 7"12' - 8 3/8"16' - 4"9' - 1 3/8"7' - 2 5/8"3' - 8 3/4"3' - 5 7/8"27' - 0 1/4"4BEDROOM5CLOSET3LIVING2KITCHEN1ENTRY7CLOSET6BATHROOM9LAUNDRY8LINEN24' - 0"2' - 8 1/8"9' - 1"6' - 6"5' - 2 1/2"0' - 6 3/8"27' - 0 1/4"2' - 5 1/8"7' - 5"3' - 8 1/2"2' - 5"11' - 0 5/8"21' - 6 5/8"2' - 5 5/8"24' - 0 1/4"24' - 0"11' - 9 1/8"12' - 2 7/8"11' - 7 1/8"12' - 4 7/8"5' - 5 1/4"6' - 1 7/8"6' - 5"5' - 11 7/8"3' - 0"6' - 5 3/8"3' - 4 3/4"3' - 8 1/2"10' - 5 5/8"6' - 7 7/8"1' - 10 7/8"10CLOSET3' - 11 3/4"8' - 3 1/8"36' - 8 3/4"23' - 6 5/8"13' - 2 1/8"2' - 11 1/2"14' - 4 7/8"6' - 2 3/8"7' - 9 1/8"5' - 5"2' - 5 1/4"11' - 2 3/8"27' - 0 1/4"5' - 9 1/2"13' - 6 7/8"5' - 2 1/2"2' - 5 1/2"36' - 8 3/4"10' - 7 3/8"8' - 7 3/4"3' - 0"3' - 3 1/4"5' - 7"5' - 7 3/8"24' - 0 1/4"5' - 1"5' - 6 5/8"3' - 0"5' - 2 5/8"2' - 6"5' - 8"10' - 7 5/8"1' - 7 1/4"4' - 6"1' - 2 1/2"5' - 5 7/8"3' - 5"5' - 1 5/8"8' - 6 1/8"5' - 9"9' - 5 5/8"5' - 7 1/4"11' - 11 3/8"6' - 10 3/8"3' - 9"11' - 7 3/4"5' - 9 1/8"5' - 0"5' - 5 1/2"2' - 9 5/8"4BEDROOM6CLOSET2KITCHEN3LIVING8CLOSET7BEDROOM9BATHROOM10LAUNDRY5BATHROOM1ENTRYPARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620ENLARGED PLANS -UNITSA5.02SD SET04/01/2019SCALE:1/4" = 1'-0"1ENLARGED PLAN - STUDIO BSCALE:1/4" = 1'-0"2ENLARGED PLAN - 1BRcSCALE:1/4" = 1'-0"3ENLARGED PLAN - 2BRe ABBREVIATIONSCPT CARPETCONC CONCRETETL FLOOR TILEGYP GYPSUM BOARDGPC GYPCRETECLR CLEAR DIMENSIONPV WOOD PLANK VINYL101ROOM NAME101XDOOR TAGWALL TYPE, FLOOR SYSTEM,ROOF SYSTEMROOM IDENTIFICATIONINTERIOR ELEVATION DESIGNATIONXX.XXXXXLEGEND 12" SOFFIT AREA8" SOFFIT AREAPT PAINTSTL STEELSV SHEET VINYLWB WALL BASEWD WOODGENERAL NOTES 1. DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD.2. SEE A2 SERIES SHEETS FOR EXTERIOR WALL & DEMISING WALL LOCATIONS.3. SEE A6 SERIES SHEETS FOR INTERIOR ELEVATIONS.4. SEE MECHANICAL FOR LOCATION OF FAN COIL, VENTS, DIFFUSERS, ETC.5. SEE A0 SERIES SHEETS FOR TYPICAL MOUNTING HEIGHTS AND CRITICAL MOUNTING HEIGHTS AND DISTANCES RELATED TO ACCESSIBILITY REQUIREMENTS.6. DOORS:• CURVED SHOWER ROD @ BATHTUBS• TOILET PAPER DISPENSER• ROBE HOOK• TOWEL ROD• HAND TOWEL RINGa. SEE DOOR SCHEDULE AND A2 SERIES FOR EXTERIOR DOOR TYPES.b. SEE DOOR SCHEDULE FOR DOOR HARDWARE GROUPS.c. SEE MECHANICAL FOR DOOR UNDERCUTS.d. U.N.O. ALL BYPASS DOORS ARE CENTERED WITHIN WIDTH OF CLOSET.e. ALL 2'-10" DOORS TO HAVE A CLEAR OPENING WIDTH OF 31 3/4" WHEN OPEN 90 DEGREES MEASURED FROM FACE OF DOOR TO DOOR STOP.f. ALL SLIDING PATIO DOORS TO HAVE A CLEAR OPENING WIDTH OF 32" WHEN FULLY OPEN.g. DOOR ROUGH OPENING STARTS 3" FROM WALL INTERSECTION UNLESS NOTED OTHERWISE.7. ALL INTERIOR CABINET LAYOUTS ARE INTENDED AS A ‘BASIS OF DESIGN’. ARCHITECT ACKNOWLEDGES THAT MINOR ADJUSTMENTS TO THE LAYOUT MAY BE NECESSARY TO ACCOMMODATE THE REALITIES OF CABINET SIZE & INSTALLATION REQUIREMENTS. SUBMIT SHOPS TO ARCHITECT FOR REVIEW.8. ON FLOORS 2 THRU 6 ALL NON-BEARING WALLS TO BE W5c (W5a IF PLUMBING) AND ALL BEARING WALLS TO BE W5d ON MAIN FLOOR, ALL NON-BEARING WALLS TO BE W5f (W5e IF PLUMBING) AND ALL BEARING WALLS TO BE W4c9. DROPPED SOFFIT DEPTHS ARE CALLED OUT IN THE LEGEND W/ NOMINAL DEPTHS. ACTUAL DEPTH IS TO BE COORDINATED W/ MECHANICAL. KEEP SOFFIT DEPTHS TO A MINIMUM NECESSARY DIMENSION. IF SOFFIT DEPTH EXCEEDS THE NOMINAL DIMENSION INDICATED BY MORE THAN 2”, NOTIFY ARCHITECT IMMEDIATELY. GC SHOULD ACKNOWLEDGE THAT THE CONSTRUCTION DOCUMENTS CANNOT PREDICT EVERY POTENTIAL CONFLICT IN CEILING UTILITIES AND SHOULD CARRY AN ALLOWANCE OF 25% ADDITIONAL SOFFITS THAN INDICATED IN THE DOCUMENTS.10. SEE ELECTRICAL FOR LOCATION OF LIGHTS, OUTLETS, PHONE, DATA, TV CONNECTIONS ETC. SEE A0 SERIES SHEETS FOR VERTICAL MOUNTING HEIGHTS OF ALL ELECTRICAL CONTROLS.11. WHEREVER BATHTUB IS ADJACENT TO A FIRE RATED WALL, GYP MUST CONTINUE PAST TUB AS PER DETAIL.12. ALL INTERIOR FINISHES PER FINISH SCHEDULE. FINISHES NOT INDICATED IN FINISH SCHEDULE SHALL BE ISSUED IN A SEPARATE INTERIOR DIRECTIVE.13. ALL BALCONIES TO HAVE MINIMUM 36" DEPTH AS MEASURED FROM FACE OF WALL FINISH TO BACK OF RAILING.14. SEE INTERIOR ELEVATIONS FOR DETAILS. SEE A0 SHEETS FOR LOCATION OF BLOCKING TO BE PROVIDED IN EACH BATHROOM FOR FUTURE INSTALLATION OF GRAB BARS.15. IN ALL ‘TYPE A’ UNITS, ALL CONTROLS INCLUDING WINDOW LATCHES AND KITCHEN HOOD SWITCH TO BE LOCATED LOWER THAN 48” AFF. SEE A0 SERIES FOR VERTICAL MOUNTING HEIGHTS IN TYPE A UNITS. ALL APPLIANCES AND PLUMBING FIXTURES IN ‘TYPE A’ UNITS TO BE ADA COMPLIANT.16. DRAWINGS ARE TO BE READ, NOT SCALED. IF ANY DIMENSION INDICATED ON THE DRAWINGS CANNOT BE ACHIEVED DURING LAYOUT, NOTIFY ARCHITECT IMMEDIATELY PRIOR TO FRAMING FABRICATION.17. ALL SHOWERS TO RECEIVE SWINGING GLASS DOORS, SEE INTERIOR ELEVATIONS.18. INSULATE ALL PLUMBING WALLS. IF AN ISOLATED PLUMBING RISER IS LOCATED IN A LONG WALL, INSULATE THE STUD BAY WITHIN WHICH THE PLUMBING RISER IS LOCATED.19. IN ALL BATHROOMS, PROVIDE PLUMBING ACCESSORIES TO INCLUDE AT THE MINIMUM:PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620ENLARGED PLANS -UNITSA5.03UNIT DEPICTED: UNITS: DEPICTED UNIT SF: UNIT DEPICTED: UNITS: DEPICTED UNIT SF: 4' - 3 1/4"8' - 1 1/4"1/4" / 12"4" DROP, MAX.P34" DROP, MAX.27' - 6 3/8"3' - 8"2' - 2 3/8"5' - 10 3/8"1/4" / 12"P48"26' - 2 1/2"8"50' - 4"7 1/2"24' - 6 1/2"24' - 6 1/2"7 1/2"1' - 6 7/8"2' - 8 3/8"4' - 3 1/4"1/4" / 12"1/4" / 12"4" DROP, MAX.4" DROP, MAX.P5P5P6P64" STEP, MAX.4" STEP, MAX.1/4" / 12"1/4" / 12"9 1/2"13' - 1 1/2"13' - 1 1/2"9 1/2"27' - 10"4' - 4"1' - 7 1/2"2' - 8 1/2"1/4" / 12"P77 3/8"12' - 10 1/2"7 3/8"14' - 1 1/4"1' - 7 1/4"2' - 8 1/2"4' - 3 3/4"4" STEP, MAX.11' - 6"3' - 10 3/8"3' - 9 3/8"3' - 10 3/8"2' - 0 1/2"2' - 0"4' - 2"1/4" / 12"B34" STEP, MAX.GENERAL NOTES: PATIOS AND BALCONIES1. ALL STEEL TO BE PRIMED AND PAINTED.2. TREX TO BE INSTALLED TIGHT AT SEAMS EXCEPT AT OUT-MOST C-CHANNEL, WHERE A 1/4" GAP IS TO BE PROVIDED. 3. SLOPE ENTIRE BALCONY / PATIO AWAY FROM BUILDING @ 1/4" PER FOOT.PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620ENLARGED VIEWS -PATIOS & BALCONIESA5.20SD SET04/01/2019SCALE:1/2" = 1'-0"1ENLARGED PLAN - PATIO 3SCALE:1/2" = 1'-0"2ENLARGED PLAN - PATIO 4SCALE:1/2" = 1'-0"3ENLARGED PLAN - PATIO 5SCALE:1/2" = 1'-0"4Patio 6SCALE:1/2" = 1'-0"5Patio 7SCALE:1/2" = 1'-0"6Balcony 3 ABSINGLE HUNG/ FIXEDSINGLE HUNG/FIXEDCSINGLE HUNG/FIXEDDSINGLE HUNG/FIXED1' - 5 5/8"6' - 6"6' - 0"1' - 6"5' - 0"3' - 0"3' - 0"6"8' - 0"2' - 6"5' - 6"6' - 0"3' - 0"3' - 0"1' - 6"6' - 6"1' - 6"5' - 0"9' - 0"3' - 0"3' - 0"3' - 0"1' - 5 5/8"6' - 6"3' - 0"5' - 0"1' - 6"1' - 6"6' - 6"1' - 6"5' - 0"5' - 0"2' - 0"3' - 0"2' - 0"7' - 0"2' - 0"5' - 0"5' - 0"2' - 0"3' - 0"JHCASEMENT/FIXEDSINGLE HUNG/ FIXED2' - 0"7' - 0"6' - 0"3' - 0"3' - 0"2' - 0"5' - 0"1' - 6"7' - 0"2' - 0"5' - 0"9' - 0"3' - 0"3' - 0"3' - 0"1' - 5 5/8"6' - 6"3' - 0"3' - 0"6' - 0"5' - 0"1' - 6"6"8' - 0"3' - 0"3' - 0"6' - 0"5' - 6"2' - 6"ESINGLE HUNG/FIXEDFSINGLE HUNG/FIXEDGSINGLE HUNG/FIXEDKCASEMENT/FIXED2' - 0"7' - 0"3' - 0"2' - 0"5' - 0"LSINGLE HUNG/FIXEDMFIXED7' - 0"2' - 0"2' - 0"GLAZING SCHEDULE:GLAZING TYPE 1:1" INSULATED GLAZING(1) LAYER 1/4" LOW "E" CLEAR(1) LAYER 1/4" PLATEGLAZING TYPE 2:1" INSULATED GLAZING(1) LAYER 1/4" LOW "E" CLEAR(1) LAYER 1/4" PLATEW/ ACCENT COLOR TINTGLAZING TYPE 3:1" INSULATED TEMPERED GLAZING(1) LAYER 1/4" LOW "E" CLEAR(1) LAYER 1/4" PLATETGENERAL NOTES:1. WINDOWS, STOREFRONTS AND EXTERIOR DOORS TO BE TESTED FOR WATER INTRUSION PER AAMA 502 & 503 FIELD TESTING PROTOCOLS. AT LEAST ONE WINDOW, ONE DOOR, AND ONE STOREFRONT TO BE TESTED IN SITU UNTILL THEY ALL PASS.2. SEE INTERIOR DETAILS FOR WINDOW AND DOOR CASING DETAILS.3. ALL WINDOWS AND GLAZED EXTERIOR DOORS TO BE PROVIDED WITH BLINDS PER INTERIOR DESIGN PACKAGE.4. SEE EXTERIOR ELEVATIONS FOR WINDOW & EXTERIOR DOOR LOCATIONS AND ORIENTATIONS.5. SEE EXTERIOR ELEVATIONS FOR SURROUNDING FINISHES INCLUDING SILL AND HEADER TREATMENTS.6. ALL WINDOWS AND DOORS LOCATED WITHIN TYPE A UNITS TO HAVE OPERABLE CONTROLS LOCATED WITHIN REACH RANGES INDICATED ON A0 SERIES SHEETS.7. ALL SLIDING PATIO DOORS TO BE SUCH THAT THEY PROVIDE A MINIMUM 32”WIDE CLEAR OPENING IN FULLY OPEN POSITION.8. PROVIDE METAL DRIP FLASHING AT ALL WINDOW & EXTERIOR DOOR HEADS. DRIP FLAHSING TO EXTEND PAST EDGE OF OPENING ON BOTH SIDES. SEE DETAILS.9. PROVIDE METAL SILL PANS WITH BACK AND END DAMS AT ALL OPENINGS. SEE DETAILS.10. NO OPERABLE WINDOW OR DOOR PANEL TO BE LOCATED WITHIN 3’OF AN EXHAUST OUTLET SUCH AS DRYER, KITCHEN, OR BATHROOM EXHAUST.11. ALL WINDOWS AND EXTERIOR DOORS TO COMPLY WITH WIND LOADING REQUIREMENTS INDICATED ON STRUCTURAL DRAWINGS. 12. FOR INSTALLATION OF TYVEK, FLEXIBLE FLASHING, DRIP FLASHING, AND THEIR INTERACTION WITH EACH OTHER AND WITH THE DOORS & WINDOWS, FOLLOW MFR GUIDELINES OF TYVEK AS WELLS AS WINDOWS AND DOORS.13. ALL GLAZING TO BE 1”DOUBLE PANE INSULATED GLAZING WITH LOW-E COATING UNLESS NOTED OTHERWISE.14. ALL WINDOW & EXTERIOR DOOR SIZES SHOWN ARE NOMINAL. PROVIDE ROUGH OPENINGS AS REQUIRED BY MANUFACTURER.15. ALL WINDOW DIMENSIONS SHOWN ARE NOMINAL.16. WINDOWS TO COMPLY WITH WIND LOADING INDICATED ON SHEET S0.0117. UNLESS INDICATED BY AN ARROW SHOWING DIRECTION OF SLIDING WINDOW, ALL PANELS ARE FIXED. PROVIDE SAFETY GLAZING IN LOCATIONS REQUIRED BY CODE.18. ALL GLAZING PANELS IN THE FOLLOWING LOCATIONS SHALL BE TEMPERED GLASS:• WITHIN ANY SWINGING DOOR• WITHIN ANY SLIDING DOOR• WITHIN 24”OF ANY DOOR• WITHIN ANY GUARD OR GUARDRAIL• WITHIN ANY STAIRWAY• PANELS EXCEEDING 9 SF IN AREA THAT HAVE THE LOWER EDGE WITHIN 18”OF THE FLOOR AND UPPER EDGE MORE THAN 36”ABOVE FLOOR.L1TYPICAL LOUVERED OPENING4' - 10"6' - 2"10' - 2"2"6' - 0"PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620WINDOW TYPES ANDSCHEDULEA8.00SD SET04/01/2019SCALE:1/4" = 1'-0"WINDOW TYPESSCALE:1/4" = 1'-0"WINDOW TYPES GLAZING SCHEDULE:GLAZING TYPE 1:1" INSULATED GLAZING(1) LAYER 1/4" LOW "E" CLEAR(1) LAYER 1/4" PLATEGLAZING TYPE 2:1" INSULATED GLAZING(1) LAYER 1/4" LOW "E" CLEAR(1) LAYER 1/4" PLATEW/ ACCENT COLOR TINTGLAZING TYPE 3:1" INSULATED TEMPERED GLAZING(1) LAYER 1/4" LOW "E" CLEAR(1) LAYER 1/4" PLATETGENERAL NOTES:1. WINDOWS, STOREFRONTS AND EXTERIOR DOORS TO BE TESTED FOR WATER INTRUSION PER AAMA 502 & 503 FIELD TESTING PROTOCOLS. AT LEAST ONE WINDOW, ONE DOOR, AND ONE STOREFRONT TO BE TESTED IN SITU UNTILL THEY ALL PASS.2. SEE INTERIOR DETAILS FOR WINDOW AND DOOR CASING DETAILS.3. ALL WINDOWS AND GLAZED EXTERIOR DOORS TO BE PROVIDED WITH BLINDS PER INTERIOR DESIGN PACKAGE.4. SEE EXTERIOR ELEVATIONS FOR WINDOW & EXTERIOR DOOR LOCATIONS AND ORIENTATIONS.5. SEE EXTERIOR ELEVATIONS FOR SURROUNDING FINISHES INCLUDING SILL AND HEADER TREATMENTS.6. ALL WINDOWS AND DOORS LOCATED WITHIN TYPE A UNITS TO HAVE OPERABLE CONTROLS LOCATED WITHIN REACH RANGES INDICATED ON A0 SERIES SHEETS.7. ALL SLIDING PATIO DOORS TO BE SUCH THAT THEY PROVIDE A MINIMUM 32”WIDE CLEAR OPENING IN FULLY OPEN POSITION.8. PROVIDE METAL DRIP FLASHING AT ALL WINDOW & EXTERIOR DOOR HEADS. DRIP FLAHSING TO EXTEND PAST EDGE OF OPENING ON BOTH SIDES. SEE DETAILS.9. PROVIDE METAL SILL PANS WITH BACK AND END DAMS AT ALL OPENINGS. SEE DETAILS.10. NO OPERABLE WINDOW OR DOOR PANEL TO BE LOCATED WITHIN 3’OF AN EXHAUST OUTLET SUCH AS DRYER, KITCHEN, OR BATHROOM EXHAUST.11. ALL WINDOWS AND EXTERIOR DOORS TO COMPLY WITH WIND LOADING REQUIREMENTS INDICATED ON STRUCTURAL DRAWINGS. 12. FOR INSTALLATION OF TYVEK, FLEXIBLE FLASHING, DRIP FLASHING, AND THEIR INTERACTION WITH EACH OTHER AND WITH THE DOORS & WINDOWS, FOLLOW MFR GUIDELINES OF TYVEK AS WELLS AS WINDOWS AND DOORS.13. ALL GLAZING TO BE 1”DOUBLE PANE INSULATED GLAZING WITH LOW-E COATING UNLESS NOTED OTHERWISE.14. ALL WINDOW & EXTERIOR DOOR SIZES SHOWN ARE NOMINAL. PROVIDE ROUGH OPENINGS AS REQUIRED BY MANUFACTURER.15. ALL WINDOW DIMENSIONS SHOWN ARE NOMINAL.16. WINDOWS TO COMPLY WITH WIND LOADING INDICATED ON SHEET S0.0117. UNLESS INDICATED BY AN ARROW SHOWING DIRECTION OF SLIDING WINDOW, ALL PANELS ARE FIXED. PROVIDE SAFETY GLAZING IN LOCATIONS REQUIRED BY CODE.18. ALL GLAZING PANELS IN THE FOLLOWING LOCATIONS SHALL BE TEMPERED GLASS:• WITHIN ANY SWINGING DOOR• WITHIN ANY SLIDING DOOR• WITHIN 24”OF ANY DOOR• WITHIN ANY GUARD OR GUARDRAIL• WITHIN ANY STAIRWAY• PANELS EXCEEDING 9 SF IN AREA THAT HAVE THE LOWER EDGE WITHIN 18”OF THE FLOOR AND UPPER EDGE MORE THAN 36”ABOVE FLOOR.3' - 0"10' - 0"2' - 5"5' - 0"2' - 7"8' - 10"2' - 7"3' - 8"2' - 7"13' - 0"10' - 0"3' - 0"2' - 5"5' - 0"2' - 7"2' - 5"2' - 6"8' - 1"22' - 6"3' - 0"3' - 10"3' - 0"2' - 8"3' - 5"3' - 2"3' - 5"10' - 0"3' - 0"2' - 5"5' - 0"2' - 7"13' - 6"3' - 6"6' - 6"3' - 6"10' - 0"3' - 0"2' - 5"5' - 0"2' - 7"6' - 8"1' - 9"2' - 10"2' - 1"10' - 0"3' - 0"2' - 5"5' - 0"2' - 7"3' - 1"6' - 2"2' - 1 1/8"2' - 8"3' - 5"5' - 0"3' - 5"25' - 10 1/8"2' - 5"2' - 7"8' - 0"13' - 0"5' - 0"8' - 0"13' - 0"2' - 5"2' - 7"8' - 0"23' - 4"2' - 7"6' - 2"2' - 4"2' - 8"3' - 5"2' - 9"3' - 5"10' - 10"3' - 0"3' - 3"5' - 0"2' - 7"5' - 0"8' - 0"10' - 0"3' - 10 5/8"2' - 5"5' - 0"2' - 7"24' - 4"3' - 4"4' - 0"3' - 5"2' - 10"3' - 5"4' - 0"3' - 4"10' - 0"2' - 5"5' - 0"2' - 7"12' - 2"3' - 6"5' - 2"3' - 6"10' - 0"3' - 0"5' - 0"2' - 7"27' - 4"3' - 5"5' - 6"3' - 5"2' - 8"3' - 5"5' - 6"3' - 5"3' - 0"10' - 0"2' - 5"5' - 0"2' - 7"11' - 0"3' - 5"4' - 2"3' - 5"PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620STOREFRONT SCHEDULEA8.01SD SET04/01/2019STOREFRONT ELEVATIONS -EXTERIORSCALE:ALUMINUM STOREFRONT SYSTEM1/4" = 1'-0"1SCALE:ALUMINUM STOREFRONT SYSTEM1/4" = 1'-0"2SCALE:ALUMINUM STOREFRONT SYSTEM1/4" = 1'-0"3SCALE:ALUMINUM STOREFRONT SYSTEM1/4" = 1'-0"4SCALE:ALUMINUM STOREFRONT SYSTEM1/4" = 1'-0"5SCALE:ALUMINUM STOREFRONT SYSTEM1/4" = 1'-0"6SCALE:ALUMINUM STOREFRONT SYSTEM1/4" = 1'-0"7SCALE:ALUMINUM STOREFRONT SYSTEM1/4" = 1'-0"8SCALE:ALUMINUM STOREFRONT SYSTEM1/4" = 1'-0"9SCALE:ALUMINUM STOREFRONT SYSTEM1/4" = 1'-0"10 BUILDING FELTSTUCCO "BROWN COAT" ON SELF-FURRING METAL LATHESTUCCO FINISH COATWINDOW ASSEMBLYBACKER ROD & SEALANTBACKER ROD AND SEALANTRIGID SILL W/ 15 DEGREE SLOPE AWAY FROM WINDOWSTUCCO FINISH COAT OVER FIBER MESH4"1 1/2"WINDOW ASSEMBLYSEE PLANS FOR WALL ASSEMBLYBACKER ROD & SEALANTMETAL STUCCO CASING BEADBUILDING FELTSTUCCO "BROWN COAT" ON SELF-FURRING METAL LATHESTUCCO FINISH COAT1/2"BACKER ROD & SEALANTG.I. WINDOW HEAD FLASHING SET IN SEALANT, PROVIDE END DAMS & SLOPE 1/8" MIN.WINDOW ASSEMBLYSEE PLANS FOR WALL ASSEMBLYPERFORATED METAL STUCCO CASING BEADBUILDING FELTSTUCCO ON SELF-FURRING METAL LATHESTUCCO FINISH COATBACKER ROD & SEALANTCAULK8" HEADER1 1/2"15 DEGREE SLOPE1PARIKH STEVENS ARCHITECTS 2016JOB NUMBER:CDATEISSUE1809AVONAPARTMENTSPOST BOULEVARD &EAST BEAVER CREEKBOULEVARDAVON, CO 81620EXTERIOR DETAILS -WINDOWSA9.21SCALE:6" = 1'-0"1WINDOW SILL @ STUCCO W/ BUMPSCALE:6" = 1'-0"2WINDOW JAMB @ STUCCOSCALE:6" = 1'-0"3WINDOW HEAD @ STUCCO W/ BUMP PARIKH STEVENS ARCHITECTS 2019 JOB NUMBER: C DATEISSUE 19-021 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 tucker environmental engineering group, inc 200 Quebec St. Bldg. 600, Ste. 211 denver, co 80230 t:303.321.0550 c:303.912.0474 dave@teeginc.com SPECS, ABBRS, LEGEND AND SHEET LOG M0.01 PARIKH STEVENS ARCHITECTS 2019 JOB NUMBER: C DATEISSUE 19-021 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 tucker environmental engineering group, inc 200 Quebec St. Bldg. 600, Ste. 211 denver, co 80230 t:303.321.0550 c:303.912.0474 dave@teeginc.com BUILDING 1 BASEMENT LEVEL M1.01 PARIKH STEVENS ARCHITECTS 2019 JOB NUMBER: C DATEISSUE 19-021 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 tucker environmental engineering group, inc 200 Quebec St. Bldg. 600, Ste. 211 denver, co 80230 t:303.321.0550 c:303.912.0474 dave@teeginc.com BUILDING 1 MAIN FLOOR EAST M1.02 PARIKH STEVENS ARCHITECTS 2019 JOB NUMBER: C DATEISSUE 19-021 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 tucker environmental engineering group, inc 200 Quebec St. Bldg. 600, Ste. 211 denver, co 80230 t:303.321.0550 c:303.912.0474 dave@teeginc.com BUILDING 1 MAIN FLOOR WEST M1.03 PANDWLINDW DWPANDWLINPANDWLINPAN DWPAN DWPANDWPARIKH STEVENS ARCHITECTS 2019 JOB NUMBER: C DATEISSUE 19-021 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 tucker environmental engineering group, inc 200 Quebec St. Bldg. 600, Ste. 211 denver, co 80230 t:303.321.0550 c:303.912.0474 dave@teeginc.com BUILDING 1 UPPER FLOORS EAST M1.04 LINPANDWPARIKH STEVENS ARCHITECTS 2019 JOB NUMBER: C DATEISSUE 19-021 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 tucker environmental engineering group, inc 200 Quebec St. Bldg. 600, Ste. 211 denver, co 80230 t:303.321.0550 c:303.912.0474 dave@teeginc.com BUILDING 1 UPPER FLOORS WEST M1.05 DWPANLINPANDW DWPAN LINPANDWDWPANLINPANDW DWPAN LINPANDWDW PANLINPANDW DW PANLINPANDW PARIKH STEVENS ARCHITECTS 2019 JOB NUMBER: C DATEISSUE 19-021 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 tucker environmental engineering group, inc 200 Quebec St. Bldg. 600, Ste. 211 denver, co 80230 t:303.321.0550 c:303.912.0474 dave@teeginc.com BUILDING 2 (TYPICAL) M1.06 DWPAN LINPANDWDWPANLINPANDWDWPAN LINDWPAN LINPANDWDWPANLINPANDWDWPAN LINDW PANLINPANDW DW PANLINPANDW DW PANLINPARIKH STEVENS ARCHITECTS 2019 JOB NUMBER: C DATEISSUE 19-021 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 tucker environmental engineering group, inc 200 Quebec St. Bldg. 600, Ste. 211 denver, co 80230 t:303.321.0550 c:303.912.0474 dave@teeginc.com BUILDING 3 (TYPICAL) M1.07 DW DW PARIKH STEVENS ARCHITECTS 2019 JOB NUMBER: C DATEISSUE 19-021 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 tucker environmental engineering group, inc 200 Quebec St. Bldg. 600, Ste. 211 denver, co 80230 t:303.321.0550 c:303.912.0474 dave@teeginc.com STUDIO AND 1 BEDROOM UNIT PLANS M2.01 DW 30x60 Shower here on floors 2DWDW DWPARIKH STEVENS ARCHITECTS 2019 JOB NUMBER: C DATEISSUE 19-021 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 tucker environmental engineering group, inc 200 Quebec St. Bldg. 600, Ste. 211 denver, co 80230 t:303.321.0550 c:303.912.0474 dave@teeginc.com 2 BEDROOM UNIT PLANS M2.02 DWPANDW PARIKH STEVENS ARCHITECTS 2019 JOB NUMBER: C DATEISSUE 19-021 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 tucker environmental engineering group, inc 200 Quebec St. Bldg. 600, Ste. 211 denver, co 80230 t:303.321.0550 c:303.912.0474 dave@teeginc.com 2 BR-4 UNIT AND 3 BEDROOM UNIT PLANS M2.03 PARIKH STEVENS ARCHITECTS 2019 JOB NUMBER: C DATEISSUE 19-021 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 tucker environmental engineering group, inc 200 Quebec St. Bldg. 600, Ste. 211 denver, co 80230 t:303.321.0550 c:303.912.0474 dave@teeginc.com EQUIPMENT SCHEDULES M3.01 PARIKH STEVENS ARCHITECTS 2019 JOB NUMBER: C DATEISSUE 19-021 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 tucker environmental engineering group, inc 200 Quebec St. Bldg. 600, Ste. 211 denver, co 80230 t:303.321.0550 c:303.912.0474 dave@teeginc.com SPECS, ABBRS, LEGEND AND SHEET LOG P0.01 PARIKH STEVENS ARCHITECTS 2019 JOB NUMBER: C DATEISSUE 19-021 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 tucker environmental engineering group, inc 200 Quebec St. Bldg. 600, Ste. 211 denver, co 80230 t:303.321.0550 c:303.912.0474 dave@teeginc.com BUILDING 1 BASEMENT P1.01 PARIKH STEVENS ARCHITECTS 2019 JOB NUMBER: C DATEISSUE 19-021 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 tucker environmental engineering group, inc 200 Quebec St. Bldg. 600, Ste. 211 denver, co 80230 t:303.321.0550 c:303.912.0474 dave@teeginc.com BUILDING 1 FIRST FLOOR EAST P1.02 PARIKH STEVENS ARCHITECTS 2019 JOB NUMBER: C DATEISSUE 19-021 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 tucker environmental engineering group, inc 200 Quebec St. Bldg. 600, Ste. 211 denver, co 80230 t:303.321.0550 c:303.912.0474 dave@teeginc.com BUILDING 1 FIRST FLOOR WEST P1.03 PANDWLINDW DWPANDWLINPANDWLINPAN DWPAN DWPANDWPARIKH STEVENS ARCHITECTS 2019 JOB NUMBER: C DATEISSUE 19-021 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 tucker environmental engineering group, inc 200 Quebec St. Bldg. 600, Ste. 211 denver, co 80230 t:303.321.0550 c:303.912.0474 dave@teeginc.com BUILDING 1 UPPER FLOORS EAST P1.04 LINPANDWPARIKH STEVENS ARCHITECTS 2019 JOB NUMBER: C DATEISSUE 19-021 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 tucker environmental engineering group, inc 200 Quebec St. Bldg. 600, Ste. 211 denver, co 80230 t:303.321.0550 c:303.912.0474 dave@teeginc.com BUILDING 1 UPPER FLOORS WEST P1.05 DWPANLINPANDW DWPAN LINPANDWDWPANLINPANDW DWPAN LINPANDWDW PANLINPANDW DW PANLINPANDW PARIKH STEVENS ARCHITECTS 2019 JOB NUMBER: C DATEISSUE 19-021 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 tucker environmental engineering group, inc 200 Quebec St. Bldg. 600, Ste. 211 denver, co 80230 t:303.321.0550 c:303.912.0474 dave@teeginc.com BUILDING 2 (TYPICAL) P1.06 DWPAN LINPANDWDWPANLINPANDWDWPAN LINDWPAN LINPANDWDWPANLINPANDWDWPAN LINDW PANLINPANDW DW PANLINPANDW DW PANLINPARIKH STEVENS ARCHITECTS 2019 JOB NUMBER: C DATEISSUE 19-021 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 tucker environmental engineering group, inc 200 Quebec St. Bldg. 600, Ste. 211 denver, co 80230 t:303.321.0550 c:303.912.0474 dave@teeginc.com BUILDING 3 (TYPICAL) P1.07 DW DW PARIKH STEVENS ARCHITECTS 2019 JOB NUMBER: C DATEISSUE 19-021 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 tucker environmental engineering group, inc 200 Quebec St. Bldg. 600, Ste. 211 denver, co 80230 t:303.321.0550 c:303.912.0474 dave@teeginc.com STUDIO AND 1 BEDROOM UNIT PLANS P2.01 DW 30x60 Shower here on floors 2DWDW DWPARIKH STEVENS ARCHITECTS 2019 JOB NUMBER: C DATEISSUE 19-021 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 tucker environmental engineering group, inc 200 Quebec St. Bldg. 600, Ste. 211 denver, co 80230 t:303.321.0550 c:303.912.0474 dave@teeginc.com 2 BEDROOM UNIT PLANS P2.02 DWPANDW PARIKH STEVENS ARCHITECTS 2019 JOB NUMBER: C DATEISSUE 19-021 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 tucker environmental engineering group, inc 200 Quebec St. Bldg. 600, Ste. 211 denver, co 80230 t:303.321.0550 c:303.912.0474 dave@teeginc.com 2 BR-4 UNIT AND 3 BEDROOM UNIT PLANS P2.03 PARIKH STEVENS ARCHITECTS 2019 JOB NUMBER: C DATEISSUE 19-021 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 tucker environmental engineering group, inc 200 Quebec St. Bldg. 600, Ste. 211 denver, co 80230 t:303.321.0550 c:303.912.0474 dave@teeginc.com FIXTURE LIST AND DETAILS P3.01 TTB TELEPHONE TERMINAL BOARD # D EMERGENCY FIXTURE - SHADED SINGLE POLE SWITCH, OR #-POLE or COMBO EXIT - SEE SCHEDULE EXIT SIGN DIMMER SWITCH AFF ABOVE FINISH FLOOR GROUNDED DUPLEX RECEPTACLE X-## J TO T K S DUCT FIRE DETECTOR ABBREVIATIONS EWC CEILING FIXTURE CCT E.C. AC WP EF GFI PORCELAIN LAMP HOLDER TRANSFORMER S ABOVE COUNTER - VERIFY HEIGHT GROUND FAULT INTERRUPTING CIRCUIT ELECTRICAL CONTRACTOR WEATHER PROOF EXHAUST FAN ELECTRIC WATER COOLER SPEAKER FAA WALL MOUNTED JUNCTION BOX ELECTRICAL PANEL BOARD THERMAL OVERLOAD SWITCH DISCONNECT SWITCH FUSED DISCONNECT SWITCH J S SPECIAL PURPOSE RECEPTACLE FLOOR/CEILING MOUNTED RECEPTACLE GROUNDED QUADRAPLEX RECEPTACLE JUNCTION BOX FACP S-SMOKE, T-HEAT DETECTOR FIRE ALARM PANEL TELEPHONE OUTLET DATA OUTLET POWER AND LIGHTING ELECTRICAL LEGEND LOW VOLTAGE SYSTEMS GROUNDED SWITCHED DUPLEX RECEPTACLE GROUNDED SPLIT-WIRED RECEPTACLE TELEPHONE TERMINAL BOARD REFERENCE SYMBOLS FEEDER - SEE SCHEDULE KEYED NOTE XFMR kVA TRANSFORMER WITH GROUNDING AND OVERCURRENT DEVICES SEE TRANSFORMER SCHEDULE #/W XX # AG ABOVE COUNTER GFI - VERIFY HEIGHT T # #EQUIPMENT - SEE SCHEDULE# BATTERY PACK EMERGENCY LIGHT (ER) (E) EXISTING TO BE RELOCATED EXISTING TO REMAIN (R) (RL)RELOCATE/RELOCATED LOCATION (EX)EXISTING TO BE REMOVED AHJ AUTHORITY HAVING JURISDICTION AFI ARC FAULT INTERRUPTING NOTE: NOT ALL ITEMS APPEAR ON DRAWINGS. SYMBOLS MAY DIFFER FROM EXISTING AND DEMO WORK OR DEVICES REFERENCED OR SYMBOLS USED FROM DRAWINGS BY OTHERS. CATV/MONITOR A/V OUTLET FLOOR/CEILING MOUNTED DATA OUTLET FLOOR/CEILING MOUNTED TELEPHONE OUTLET TELEPHONE/DATA OUTLET PROJECT STANDARD FIRE ALARM REMOTE ANNUNICATOR PANEL CIRCUIT '##' HOMERUN TO PANEL 'X' (ARROWS NOT USED IF CIRCUIT NUMBERS APPEAR NEXT TO DEVICES) RECESSED FLUORESCENT LIGHT FIXTURE SURFACE MOUNTED FLUORESCENT FIXTURE WALLWASHER or ADJUSTABLE DOWNLIGHT MOTOR 04.01.191E0.10 SCHEMATIC DESIGNSPECS, LEGEND AND SHEET LOG ELECTRICAL ONE LINE DIAGRAM - BUILDING TYPE 1 ELECTRICAL SITE PLAN E1.00 ELECTRICAL PANEL SCHEDULES E0.40 E2.01aELECTRICAL FLOOR PLAN - BUILDING 1 - LEVEL 1 - WEST 1.:DOO$VVHPEO\²0LQLQWKLFNUHLQIRUFHGOLJKWZHLJKWRUQRUPDOZHLJKW SFI FRQFUHWH:DOOPD\DOVREHFRQVWUXFWHGRIDQ\8/&ODVVLILHG Concrete Blocks*. Max area of opening is 200 sq in. with a max dimension of 20 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2.7KURXJK3HQHWUDQWV²$Q\FRPELQDWLRQRIWKHIROORZLQJPHWDOOLFSHQHWUDQWVWREHLQVWDOOHGZLWKLQWKHILUHVWRSV\VWHP7KHDQQXODUVSDFHEHWZHHQ penetrants shall be min 1/4 in. to max 3-1/2 in. and between penetrants and periphery of opening shall be min 1/4 in. to max 2-1/2 in. Penetrants to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of conduit or metal clad cable may be used: $&RQGXLW²1RPLQGLDP RUVPDOOHU HOHFWULFDOPHWDOOLFWXELQJ0D[WZRLQGLDPFRQGXLWVDQGPD[WKUHHLQGLDPFRQGXLWVSHURSHQLQJ :KHQRULQGLDP(07LVXVHG75DWLQJLVòKU:KHQLQGLDP RUVPDOOHU (07LVXVHG75DWLQJLVôKU %0HWDO&ODG&DEOH²1RPLQGLDP RUVPDOOHU FRQGXFWRU$:*VWHHORUDOXPLQXP0HWDO&ODG&DEOHZLWKRUZLWKRXW39&MDFNHW0D[WZR PHWDOFODGFDEOHVSHURSHQLQJ:KHQPHWDOFODGFDEOHLVXVHG75DWLQJLVòKU See Through-Penetrating Products (XLHY) category in Vol. 2 of the Fire Resistance Directory for names of manufacturers. &)OH[LEOH0HWDO&RQGXLW²1RPLQGLDP RUVPDOOHU VWHHORUDOXPLQXP)OH[LEOH0HWDO&RQGXLW0D[WZRIOH[LEOHPHWDOFRQGXLWVSHURSHQLQJ :KHQIOH[LEOHPHWDOFRQGXLWLVXVHG75DWLQJLVóKU See Flexible Metal Conduit (DXUZ) category in the Electrical Construction Materials Directory 3.)LUHVWRS6\VWHP²7KHILUHVWRSV\VWHPVKDOOFRQVLVWRIWKHIROORZLQJ $3DFNLQJ0DWHULDO²0LQLQWKLFNQHVVRIPLQSFIPLQHUDOZRROEDWWLQVXODWLRQILUPO\SDFNHGLQWRRSHQLQJDVDSHUPDQHQWIRUP3DFNLQJ material to be recessed from both surfaces of wall as required to accommodate the required thickness of fill material. %)LOO9RLGRU&DYLW\0DWHULDO &DXON²0LQLQWKLFNQHVVRIILOOPDWHULDODSSOLHGZLWKLQWKHDQQXOXVIOXVKZLWKERWKVXUIDFHVRIZDOO 5(&7256($/²0HWDFDXON FIRE RATING - 2HR T Ratings - 1/4, 1/2 or 3/4 HR (See Item 2) SECTION A-A A A 22 1 3B 22 3A ELECTRICAL PENETRATION DETAIL WARNING AND SIGNALING FIXTURES/SIGNS VISUAL FIRE ALARM SIGNALING DEVICES WHERE ARCHITECTURAL FEATURES INTERFERE WITH STANDARD 80" MOUNTING HEIGHT, OR 6" BELOW CEILING WHICHEVER IS LOWER ELECTRICAL SAFETY DISCONNECT SWITCHES, MAGNETIC STARTERS, CONTACTORS LIGHT SWITCHES OVER COUNTERS TOPS. RECEPTACLES OVER COUNTERTOPS, MANUAL FIRE ALARM BOXES OUTLETS IN MECHANICAL, ELECTRICAL AND ELEVATOR EQUIPMENT ROOMS B.O. BOX FINISHED FLOOR (RAISED FLOOR) TOP OF TOGGLE/LEVER BOX, TOP OF PULL STATION,WALL SWITCHES NOT OVER COUNTERS THERMOSTATS, MOTOR STARTERS, FIRE ALARM PULL CENTERED ABOVE DOOR OR WINDOW OPENING 6'-6" 6'-0" 48" MAX 3'-8" CENTER 2'-0" CENTER 15" MIN 0'-0" MOUNTING HEIGHT NOTES 1. MOUNTING HEIGHT IS TO CENTER OF OUTLETS UNLESS NOTED OTHERWISE. IN MASONRY CONSTRUCTION THE ABOVE MOUNTING HEIGHTS SHALL BE USED FOR REFERENCE TO NEAREST BLOCK OR BRICK COURSING. 2. THE ABOVE MOUNTING HEIGHTS SHALL BE ADHERED TO UNLESS SPECIFICALLY NOTED OR DETAILED OTHERWISE ON THE DRAWINGS OR IN SPECIFICATIONS. GENERAL PROJECT NOTES NOTE: SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL CONSTRUCTION REQUIREMENTS 1.THE CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL NECESSARY FOR A COMPLETE, OPERATIONAL AND PROPERLY FUNCTIONING ELECTRICAL SYSTEM 2.MATERIALS AND INSTALLATION SHALL COMPLY WITH CODES, LAWS AND ORDINANCES OF FEDERAL, STATE AND LOCAL GOVERNING BODIES HAVING JURISDICTION. 3.MATERIALS AND EQUIPMENT SHALL BE LISTED AND/OR LABELED BY U.L., ETL, CSA OR ANOTHER RECOGNIZED TESTING LAB. ALL MATERIAL, EQUIPMENT, WIRING DEVICES, ETC. SHALL BE NEW, UNLESS SPECIFICALLY INDICATED AS EXISTING TO BE REUSED. 4.THE CONTRACTOR SHALL PREPARE AND SUBMIT TO GOVERNMENTAL AGENCIES AND UTILITY COMPANIES SHOP DRAWINGS REQUIRED BY THESE AGENCIES FOR APPROVAL. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, GOVERNMENTAL FEES, TAXES AND LICENSES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE ELECTRICAL WORK. THIS CONTRACTOR SHALL SECURE AND PAY ALL FEES AND PERMITS PERTAINING TO THIS CONTRACT, SHALL BE RESPONSIBLE FOR WORKER'S IDENTIFICATION AND BADGING, SAFETY, AND LIABILITY INSURANCE. PROVIDE BARRICADES, WARNING SIGNS, AND TRASH REMOVAL FOR THE SAFETY OF THE WORKERS UNDER THIS CONTRACTOR'S EMPLOY. 5.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER/OWNER OF ANY MATERIALS OR APPARATUS BELIEVED TO BE INADEQUATE, UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, RULES OR REGULATIONS OF AUTHORITIES HAVING JURISDICTION. 6.THE CONTRACTOR SHALL PREPARE THE DOCUMENTS, INCLUDING DRAWINGS, REQUIRED TO OBTAIN APPROVAL OF THE EQUIPMENT AND LOCATIONS OF THE DEVICES THAT COMPRISE THE BUILDING FIRE ALARM LIFE SAFETY SYSTEM. THE DRAWINGS AND CUT SHEETS SHALL BE PROVIDED TO A PROFESSIONAL ENGINEER FOR REVIEW AND APPROVAL. THE APPROVED DRAWINGS WILL BE STAMPED, SIGNED AND RETURNED TO E.C. TO SUBMIT TO THE BUILDING DEPARTMENT. 7.THE CONTRACTOR SHALL CAREFULLY EXAMINE THE CONTRACT DOCUMENTS, VISIT THE SITE, AND THOROUGHLY BECOME FAMILIAR WITH THE BUILDING STANDARDS, LOCAL JURISDICTIONAL CODES AND REQUIREMENTS, AND LOCAL CONDITIONS RELATING TO THE WORK. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF THE OBLIGATIONS OF THE CONTRACT. SUBMISSION OF PROPOSAL IN CONNECTION WITH THIS WORK SHALL IMPLY THAT THE BIDDER HAS EXAMINED THE JOB SITE. NO EXTRA CHARGE WILL BE ALLOWED FOR CHANGES AS A RESULT FROM FAILURE TO EXAMINE THE JOB SITE. 8.THE CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND WIRING FOR THE PERFORMANCE OF ALL TRADES, FOR THE ENTIRE PERIOD OF CONSTRUCTION AND SHALL REMOVE ALL TEMPORARY WIRING AT THE COMPLETION OF CONSTRUCTION. 9.THE EXISTING POWER, SIGNAL AND COMMUNICATION SYSTEMS ARE TO REMAIN IN SERVICE TO PROVIDE FOR THE OWNER'S FUNCTION. SHOULD IT BECOME NECESSARY TO SHUT-DOWN ANY SYSTEM OR PORTION OF A SYSTEM, APPROVAL IN WRITING MUST BE OBTAINED FROM THE OWNER AND SHALL ONLY APPLY FOR THE PERIOD AND TIME AGREED UPON. THE BID IS TO INCLUDE THE COST OF ANY TEMPORARY WIRING AND PREMIUM TIME REQUIRED FOR THE SHUTDOWN. 10.ALL MATERIALS AND EQUIPMENT SHALL BE ERECTED, INSTALLED, CONNECTED, CLEANED, ADJUSTED, TESTED, CONDITIONED, AND PLACED IN SERVICE IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS AND RECOMMENDATIONS. 11.ALL CUTTING, DRILLING AND PATCHING OF MASONRY, STEEL OR IRON WORK BELONGING TO THE BUILDING MUST BE DONE BY THIS CONTRACTOR IN ORDER THAT HIS WORK MAY BE PROPERLY INSTALLED, BUT UNDER NO CONDITIONS MAY STRUCTURAL WORK BE CUT, EXCEPT AT THE DIRECTION OF THE ARCHITECT-DESIGNER OR THEIR REPRESENTATIVE. 12.REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF ELECTRICAL FIXTURES AND ELECTRICAL DEVICES. MOUNTING HEIGHTS SHALL CONFORM TO ADA/ICC/ANSI STANDARDS. 13.ALL WORK REQUIRED FOR THE INSTALLATION AS SHOWN ON DRAWINGS INCLUDING LABOR, EQUIPMENT AND MATERIALS SHALL BE IN STRICT COMPLIANCE WITH THE BUILDING STANDARDS. 14.WIRING METHODS: 14.a.ALL COMMERCIAL AREAS INCLUDING TYPE I AND II CONSTRUCTION - PROVIDE COMPLETE METAL RACEWAY SYSTEMS AND ENCLOSURES FOR ALL WIRING THROUGHOUT THE EXTENT OF THE REQUIRED SYSTEM. 14.b.RESIDENTIAL AND MULTIFAMILY TYPE III, IV OR V CONSTRUCTION - WHERE PERMITTED PER NEC ARTICLE 334 NONMETALLIC SHEATHED CABLE MAY BE USED. 15.ALL TELE/ DATA BOXES SHALL BE PROVIDED WITH A ´ CONDUIT AND BUSHING WITH PULL STRING RUN ´ ABOVE FINISHED CEILING OR CEILING GRID. ELECTRICAL METALLIC TUBING (EMT) SHALL BE USED FOR ALL WALL OUTLETS & TELEPHONE WIRING RUNNING BELOW RAISED FLOOR OR ABOVE HARD CEILINGS. 16.ALL RECEPTACLES NOTED AS ISOLATED GROUND (IG) OR DEDICATED OR CIRCUITED AS DEDICATED SHALL BE PROVIDED WITH A DEDICATED GROUND AND NEUTRAL. 17.CONDUITS LARGER THAN 2" DIAMETER OR CONDUITS OF ANY SIZE ROUTED OUTDOORS SHALL BE INTERMEDIATE METAL CONDUIT (IMC). 18.FLEXIBLE CONDUIT CONNECTIONS TO RECESSED LIGHTING FIXTURES SHALL BE MADE WITH FLEXIBLE STEEL CONDUIT, 3/8 INCH MINIMUM. 19.FINAL CONNECTIONS TO MOTORS SHALL BE MADE WITH LIQUID TIGHT FLEXIBLE STEEL CONDUIT, 1/2 INCH MINIMUM. 20.WIRE NO. 8 AND SMALLER INSTALLED IN DRY LOCATIONS SHALL BE TYPE THWN OR THHN THERMOPLASTIC 600V INSULATED COPPER CONDUCTORS. NO WIRE SMALLER THAN NO.12 SHALL BE USED FOR LIGHTING OR POWER WIRING. WIRE NO. 8 AND LARGER SHALL BE STRANDED. ALL CONDUCTORS INSTALLED IN EXTERIOR OR WET LOCATIONS SHALL BE TYPE THWN 600V INSULATED COPPER CONDUCTORS. 21.ALL NEW CIRCUIT BREAKERS FOR NEW OR EXISTING PANELBOARDS SHALL MATCH EXISTING OR NEW BUILDING STANDARD PANELBOARD MANUFACTURER AND BREAKER TYPE. THE CONTRACTOR SHALL PROVIDE NEW ACCURATE AND DETAILED TYPE WRITTEN PANEL DIRECTORIES PER NEC 408.4 FOR ALL NEW OR MODIFIED PANELS. NUMBERED CIRCUITS ARE FOR CONVENIENCE OF DESIGN ONLY. E.C. TO FIELD VERIFY ACTUAL CIRCUIT NUMBERS USED AND CORRECTLY INDICATE ON "AS-BUILT" DRAWINGS. THE E.C. SHALL REMOVE ALL ABANDONED CIRCUITS. 22.PROVIDE #10 FOR BRANCH CIRCUITS OVER 75' AT 120V AND OVER 150' AT 277V. E.C. TO FIELD VERIFY BRANCH CIRCUIT LENGTHS AND SIZE CONDUCTORS FOR VOLTAGE DROP. 23.WHERE METAL RACEWAYS AND BOXES ARE REQUIRED - EACH SWITCH, LIGHT, RECEPTACLE AND ALL OTHER DEVICES SHALL BE PROVIDED AND INSTALLED WITH A GALVANIZED OR SHERARDIZED PRESSED STEEL JUNCTION BOX OF NOT LESS THAN NO. 14 U.S. GAUGE STEEL. CONDUITS SHALL BE FASTENED WITH LOCKNUTS AND BUSHINGS AND ALL UNUSED KNOCKOUTS MUST BE LEFT SEALED. THERE MUST BE SUFFICIENT ROOM FOR WIRES AND BUSHINGS AND DEEP BOXES SHALL BE INSTALLED WHERE REQUIRED. BOXES SHALL BE SECURELY AND ADEQUATELY SUPPORTED. 24.ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SPECIAL OUTLET BOXES THAT MAY BE REQUIRED TO ENCLOSE RECEPTACLES. 25.IN SUSPENDED CEILINGS SUPPORT CONDUIT AND JUNCTION BOXES DIRECT FROM THE STRUCTURAL SLAB, DECK, OR FRAMING PROVIDED FOR THAT PURPOSE. LIGHTING BRANCH CIRCUIT CONDUITS SHALL NOT BE CLIPPED TO THE CEILING SUPPORT WIRES OR SPLINE UNLESS THE CEILING SYSTEM HAS BEEN SPECIFICALLY DESIGNED FOR THAT PURPOSE. 26.PROVIDE LOCAL DISCONNECT SWITCHES FOR ALL MOTORS (PLENUM APPROVED WHERE REQUIRED). 27.THE E.C. SHALL INCLUDE IN HIS COST THE REMOVAL OF ALL EXISTING ELECTRICAL DEVICES, CONDUITS, FIXTURES AND EQUIPMENT THAT IS NOT TO BE REUSED DISCARD ALL EQUIPMENT AS REQUIRED. E.C. SHALL BE RESPONSIBLE FOR DISCONNECTING PRIMARY SERVICE AND TEMPORARY POWER. 28.PROVIDE WARRANTY GUARANTEED FOR A PERIOD OF ONE YEAR AFTER COMPLETION AND ACCEPTANCE. REPLACE ALL DEFECTIVE WORKMANSHIP, EQUIPMENT AND MATERIALS WITHOUT ADDITIONAL CHARGES. 29.THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFEKEEPING OF HIS/HER OWN PROPERTY ON THE JOB SITE. THE OWNER OR TENANT ASSUMES NO RESPONSIBILITY FOR PROTECTION OF THIS CONTRACTOR'S PROPERTY AGAINST FIRE, THEFT, OR ENVIRONMENTAL CONDITIONS. 30.WHERE CONDUIT, CABLES, DUCTWORK OR PIPING PASSES THROUGH FIRE RATED FLOORS, WALLS, OR PARTITIONS, THE SLEEVES SHALL BE COMPLETELY SEALED WITH A FIRE STOP MATERIAL THAT IS U.L. LISTED (EQUAL TO DOW CORNING) AND ACCEPTED BY THE BUILDING DEPARTMENT AND FIRE DEPARTMENT AS BEING SUITABLE FOR THE SERVICE. THIS MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTRUCTIONS IN ORDER TO MAINTAIN THE FIRE RATING OF THE PENETRATED WALL, FLOOR, OR PARTITION. INSTALLATION SHALL BE A THROUGH-PENETRATION FIRESTOP SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM AND UL . THE FIRE RATING SHALL MATCH THE RATING OF THE BARRIER BEING PENETRATED. 31.SUBMIT SIX (6) SETS OF SHOP DRAWINGS, CONTROL DIAGRAMS, AND EQUIPMENT CUTS TO THE ENGINEER FOR APPROVAL PRIOR TO STARTING RELATED WORK. SHOP DRAWINGS SHALL INCLUDE MANUFACTURER'S NAMES, CATALOG NUMBERS, CUTS, DIAGRAMS AND OTHER SUCH DESCRIPTIVE DATA AS MAY BE REQUIRED TO IDENTIFY AND REVIEW THE EQUIPMENT. SUBMITTALS SHALL BE IN LOGICAL GROUPS, PARTIAL SUBMITTALS WILL NOT BE REVIEWED. 32.UPON COMPLETION OF CONSTRUCTION, SUPPLY THE ENGINEER WITH ONE COMPLETE SET OF FULL SIZE AS-BUILT DRAWINGS. PROVIDE THE OWNER WITH THREE (3) SETS OF OPERATION AND MAINTENANCE MANUALS FOR EACH TYPE OF EQUIPMENT INSTALLED. 33.THIS CONTRACTOR SHALL ASSUME ALL ADDED EXPENSES TO ALL TRADES ASSOCIATED WITH THE INSTALLATION OF SUBMITTED AND APPROVED ALTERNATE EQUIPMENT. 34.THE CONTRACTOR SHALL COORDINATE THE LAYOUT OF THE FIRE ROOM WITH ALL OTHER DISCIPLINES, ESPECIALLY THE FIRE ALARM AND FIRE PROTECTION DESIGN-BUILD CONTRACTORS PRIOR TO ANY WORK. 35.IF ANY CHANGES ARE MADE TO ACCOMMODATE FIELD CONDITIONS NOTIFY THE ENGINEER IMMEDIATELY OF WHAT THE CHANGES WERE, THE REASON FOR THE CHANGES, AND THE COST IMPACTS. 36.LOCATE ALL ELECTRICAL SWITCHBOARDS, PANELBOARDS AND ELECTRICAL DISTRIBUTION EQUIPMENT IN DEDICATED SPACES AND PROTECTED FROM DAMAGE WITH ADEQUATE WORKING CLEARANCE ACCORDANCE WITH NEC 110 REQUIREMENTS. PROVIDE PROTECTION FROM ANY FOREIGN SYSTEM INSTALLED ABOVE THE DEDICATED EQUIPMENT SPACE PER NEC 110.26(E). 37.ELECTRICAL ROOM DOORS SHALL BE EQUIPPED WITH PANIC BARS, PRESSURE PLATES, OR OTHER DEVICES THAT ARE NORMALLY LATCHED BUT OPEN UNDER SIMPLE PRESSURE IN ACCORDANCE WITH NEC 110.26(C)(3). E0.20 CODE COMPLIANCE STATEMENT: THIS PROJECT HAS BEEN DESIGNED TO COMPLY WITH THE FOLLOWING CODES: x 2017 NATIONAL ELECTRIC CODE (NEC) x 2015 INTERNATIONAL ENERGY CONSERVATION CODE ELECTRICAL ACCESSIBILITY DETAILS E3.01 E0.41ELECTRICAL PANEL SCHEDULES MOUNTING HEIGHTS SHEET LOG E3.00ELECTRICAL UNIT PLAN ENLARGEMENTS E2.01bELECTRICAL FLOOR PLAN - BUILDING 1 - LEVEL 1 - EAST E2.02aELECTRICAL FLOOR PLAN - BUILDING 1 - LEVEL 2 - WEST E2.02bELECTRICAL FLOOR PLAN - BUILDING 1 - LEVEL 2 - EAST E2.05aELECTRICAL FLOOR PLAN - BUILDING 1 - ROOF LEVEL - WEST E2.05bELECTRICAL FLOOR PLAN - BUILDING 1 - ROOF LEVEL - EAST E2.11ELECTRICAL FLOOR PLAN - BUILDING 2 - LEVEL 1 E2.21ELECTRICAL FLOOR PLAN - BUILDING 3 - LEVEL 1 ELECTRICAL UNIT PLAN ENLARGEMENTS ELECTRICAL UNIT PLAN ENLARGEMENTS E3.02 E3.03 ELECTRICAL ONE LINE DIAGRAM - BUILDING TYPE 2 E0.21 ELECTRICAL ONE LINE DIAGRAM - BUILDING TYPE 3 E0.22 E2.00ELECTRICAL FLOOR PLAN - BUILDING 1 - BASEMENT E2.03a E2.03b ELECTRICAL FLOOR PLAN - BUILDING 1 - LEVEL 3 - WEST ELECTRICAL FLOOR PLAN - BUILDING 1 - LEVEL 3 - EAST ELECTRICAL FLOOR PLAN - BUILDING 1 - LEVEL 4 - WEST ELECTRICAL FLOOR PLAN - BUILDING 1 - LEVEL 4 - EAST E2.04a E2.04b E2.12ELECTRICAL FLOOR PLAN - BUILDING 2 - LEVEL 2 E2.13ELECTRICAL FLOOR PLAN - BUILDING 2 - LEVEL 3 E2.14ELECTRICAL FLOOR PLAN - BUILDING 2 - ROOF LEVEL E2.22ELECTRICAL FLOOR PLAN - BUILDING 3 - LEVEL 2 E2.23ELECTRICAL FLOOR PLAN - BUILDING 3 - LEVEL 3 E2.24ELECTRICAL FLOOR PLAN - BUILDING 3 - ROOF LEVEL SITE LIGHTING PHOTOMETRIC E1.01 SITE LIGHTING DETAILS E1.02 PARIKH STEVENS ARCHITECTS 2016 JOB NUMBER: C DATEISSUE 1809/19-041 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 4/01/19SCHEMATIC DESIGN PRELIMINA R Y P L A N S N O T F O R C O N S T R U C T I O N ELECTRICAL SPECIFICATIONS, LEGEND, AND SHEET LOG E0.10 Feeder Schedule - Aluminum 2000/W 1600/W 1200/W 1000/W 800/W 750/W 600/W 500/W 400/W 350/W 300/W 250/W 225/W 200/W 175/W 150/W 125/W 100/W 90/W 80/W 70/W 60/W 50/W 40/W 30/W 20/W This table indicates minimum conductor size for feeders of the ampacity indicated where #/W indicates the #-Ampacity and W-numbers of wire, #S/W indicates no ground. All conductors shall be Aluminum unless noted otherwise. *Conductor Ampacities shall be based on table 310.15(B)(16) 60 degree column up to 100 Amps and 75 degree column above 100 Amps unless otherwise permitted by NEC. Ampacity rating shall be selected in accordance NEC 110.14 (C). The master electrician shall be responsible for ensuring that no feeders or branch circuits are installed in a manner or sized in such a way as to violate the NEC. Service Ground Table 150G 200G 300G 500G 1000G >1000G Service Ground Conductors sized Per NEC Table 250.66 Equipment Ground Conductors sized Per NEC Table 250.122 All conductors shall be Aluminum unless noted otherwise. The service ground chart indicates the minimum Service Ground Conductor based on #G where # is the ampacity from the chart above, and the equipment ground chart indicates the minimum equipment grounding conductor size #EG where # is the rating/ setting of the overcurrent device protecting the conductors and equipment. Where discrepancies occur between the Feeder Schedule Schedule and the Grounding Tables, the larger conductor shall be used unless otherwise permitted by the NEC. The installation shall meet all NEC 250 grounding and bonding requirements including 250.4 Path for Fault Current. Provide complete raceway systems metallically joined, connected, and fittings as required for electrical continuity per NEC 300.10 7[W-500kcmil, 400kcmil G, 3-1/2"C] 8[W-250kcmil, 350kcmilG, 3"C] 4[W-500kcmil, 250kcmil G, 3-1/2"C] 4[W-350kcmil, 4/0G, 3"C] 3[W-400kcmil, 3/0G, 3"C] 3[W-350kcmil, 3/0G, 3"C] 2[W-500kcmil, 2/0G, 3-1/2"C] 2[W-350kcmil, 1/0G, 3"C] 2[W-250kcmil, #1G, 3"C] 2[W-4/0, #1G, 2-1/2"C] W-500kcmil, #2G, 3-1/2"C W-350kcmil, #2G, 3"C W-300kcmil, #2G, 3"C W-250kcmil, #4G, 2-1/2"C W-4/0, #4G, 2"C W-3/0, #4G, 2"C W-2/0, #4G, 2"C W-1/0, #6G, 2"C W-1/0, #6G, 2"C W#1, #6G, 1-1/2"C W#2, #6G, 1-1/4"C W#2, #8G, 1-1/4"C W#4, #8G, 1-1/4"C W#6, #8G, 1" C W#8, #10G, 3/4"C W#10, #10G, 3/4"C #4 #2 1/0 3/0 4/0 250 Equipment Ground Table 20EG 60EG 100EG 200-1200A per Above 1600EG 2000EG #10 #8 #6 350kcmil 400kcmil Feeder Schedule 2000/W 1600/W 1200/W 1000/W 800/W 750/W 600/W 500/W 400/W 350/W 300/W 250/W 225/W 200/W 175/W 150/W 125/W 100/W 90/W 80/W 70/W 60/W 50/W 40/W 30/W 20/W This table indicates minimum conductor size for feeders of the ampacity indicated where #/W indicates the #-Ampacity and W-numbers of wire, #S/W indicates no ground. All conductors shall be Copper unless noted as Aluminum 'Al' *Conductor Ampacities shall be based on table 310.15(B)(16) 60 degree column up to 100 Amps and 75 degree column above 100 Amps unless otherwise permitted by NEC. Ampacity rating shall be selected in accordance NEC 110.14 (C). The master electrician shall be responsible for ensuring that no feeders or branch circuits are installed in a manner or sized in such a way as to violate the NEC. Service Ground Table 150G 200G 300G 500G 800G >800G Service Ground Conductors sized Per NEC Table 250.66 Equipment Ground Conductors sized Per NEC Table 250.122 All conductors shall be Copper unless noted as Aluminum 'Al' The service ground chart indicates the minimum Service Ground Conductor based on #G where # is the ampacity from the chart above, and the equipment ground chart indicates the minimum equipment grounding conductor size #EG where # is the rating/ setting of the overcurrent device protecting the conductors and equipment. Where discrepancies occur between the Feeder Schedule Schedule and the Grounding Tables, the larger conductor shall be used unless otherwise permitted by the NEC. The installation shall meet all NEC 250 grounding and bonding requirements including 250.4 Path for Fault Current. Provide complete raceway systems metallically joined, connected, and fittings as required for electrical continuity per NEC 300.10 6[W-400kcmil, 250kcmil, 3"C] 5[W-400kcmil, 4/0G, 3"C] 4[W-350kcmil, 3/0G, 3"C] 3[W-400kcmil, 2/0G, 3"C] 3[W-300kcmil, 1/0G, 3"C] 3[W-250kcmil, 1/0G, 3"C] 2[W-350kcmil, #1G, 3"C] 2[W-250kcmil, #2G, 3"C] 2[W-3/0, #3G, 2"C] 2[W-2/0, #3G, 2"C] W-350kcmil, #4G, 3"C W-250kcmil, #4G, 3"C W-4/0, #4G, 2"C W-3/0, #6G, 2"C W-2/0, #6G, 2"C W-1/0, #6G, 2"C W#1, #6G, 1-1/2"C W#1, #6G, 1-1/2"C W#2, #8G, 1-1/4"C W#3, #8G, 1-1/4"C W#4, #8G, 1-1/4"C W#4, #8G, 1-1/4"C W#6, #10G, 1"C W#8, #10G, 1" C W#10, #10G, 3/4"C W#12, #12G, 3/4"C #6 #4 #2 1/0 2/0 3/0 Equipment Ground Table 20EG 60EG 100EG 200-1200A per Above 1600EG 2000EG #12 #10 #8 4/0 250kcmil 4000S/W 11[W-500kcmil Cu, 400kcmil Cu G, 3-1/2"C]4000/W 13[W-500kcmil, 3-1/2"C] 3000S/W 8[W-500kcmil Cu, 400kcmil Cu G, 3-1/2"C]3000/W 10[W-500kcmil, 3-1/2"C] ALUMINUM FEEDER BID ALTERNATE: PROVIDE SEPARATE PRICE FOR ALUMINUM MAIN FEEDERS WHERE INDICATED ON THE ONE LINE DIAGRAM ONLY. 1 ONE LINE DIAGRAM - BUILDING TYPE 1 NTSSCALE: ONE LINE DIAGRAM GENERAL NOTES: 1.E.C. TO FIELD VERIFY EXISTING CONDITIONS 2.ALL EQUIPMENT IS NEW. 3.ALL EXTERIOR EQUIPMENT TO BE WEATHERPROOF 4.FIELD VERIFY INSTALLATION REQUIREMENTS WITH UTILITY PRIOR TO ANY ROUGH-IN. 5.THE E.C. SHALL PROVIDE LABELING OF ALL DISCONNECTING MEANS IN ACCORDANCE WITH NEC 110.22: 5.a.PROVIDE LABEL ON EACH DISCONNECTING MEANS PER NEC 110.22(A) 5.b.SERVICE EQUIPMENT SHALL BE LABELED WITH THE MAXIMUM AVAILABLE FAULT CURRENT AND DATE PER NEC 110.24(A). 5.c.WHERE ANY SERIES RATED COMBINATION SYSTEMS ARE UTILIZED, PROVIDE LABEL ON EQUIPMENT CLOSURE INDICATING THE SERIES RATED SYSTEM COMPONENTS INCLUDING FUSE AND BREAKER TYPES AND RATINGS IN ACCORDANCE WITH NEC 110.22(B) AND 110.22(C): CAUTION -- SERIES COMBINATION SYSTEM RATED ____ AMPERES. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED. ONE LINE DIAGRAM KEYED NOTES: 1.PROVIDE CONCRETE PAD FOR UTILITY COMPANY PAD MOUNT TRANSFORMER. REFER TO UTILITY COMPANY STANDARD FOR INSTALLATION AND USE FOR REQUIREMENTS. 2.PROVIDE GROUNDING ELECTRODE CONDUCTORS, GROUNDING ELECTRODES FOR GROUND RODS, WATER SERVICE, BUILDING STEEL, AND CONCRETE ENCASED GROUNDING ELECTRODES, AND ALL CONNECTIONS AS REQUIRED PER 2014 NEC 250 SECTION III. LEVEL 1 PAD MOUNTED UTILITY TRANSFORMER 208/120V, 3-PHASE, 4W 3000S/4 T PANEL G 400A/3P 1-100A/3P SPACE 400/4 GRADE LEVEL 1 800A/3P 800JJN 800/4 M M M M M M M M M M METER UTILITYM 1200A/3P SWITCHBOARD 'MSB-1', 3000A 208/120V, 3PHASE,4W, 65KAIC, NEMA 3R >800G N G 1200JJN RR1 BOND AND GROUND PER NEC 250 x BUILDING STEEL and COLD WATER PIPE, 3/0Cu x UFER, #4Cu x GROUND ROD, #6Cu UTILITY METER MAX. AVAILABLE FAULT CURRENT = (FUSE LET-THRU) 9,000 A ALUMINUM M M M M M M M M M 800A/3P 800JJN 800/4 M M M M M M M M M M R2 UTILITY METER MAX. AVAILABLE FAULT CURRENT = (FUSE LET-THRU) 9,000 A M M M M M M M M M MM PANEL C 400A/3P 400/4 2 800A/3P 800JJN 800/4 M M M M M M M M M M R3 125A/2P WITH HOT SEQUENCE UTILITY METER PER UTILITY, TYPICAL UTILITY METER MAX. AVAILABLE FAULT CURRENT = (FUSE LET-THRU) 9,000 A BUILDING 1 R3 METER STACK A.M.P. MLO PANEL, NEMA 3R 42 k AIC M M M M M M M M M PANEL H1 200A/3P 200/4 3 60/4 ELEV 1 60A/3P 60A/3P 6 H SHUNT TRIP 35FRN PANEL P 100A/3P 100/4 5 BUILDING 1 R2 METER STACK A.M.P. MLO PANEL, NEMA 3R 42 k AIC BUILDING 1 R1 METER STACK A.M.P. MLO PANEL, NEMA 3R 42 k AIC 125/3 TYPICAL UNIT PANEL M BASEMENT 1 2 LEVEL 2 LEVEL 3 LEVEL 4 ROOF PANEL H2 200A/3P 200/4 4 PARIKH STEVENS ARCHITECTS 2016 JOB NUMBER: C DATEISSUE 1809/19-041 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 4/01/19SCHEMATIC DESIGN PRELIMINA R Y P L A N S N O T F O R C O N S T R U C T I O N E0.20 ELECTRICAL ONE LINE DIAGRAM - BUILDING TYPE 1 Feeder Schedule - Aluminum 2000/W 1600/W 1200/W 1000/W 800/W 750/W 600/W 500/W 400/W 350/W 300/W 250/W 225/W 200/W 175/W 150/W 125/W 100/W 90/W 80/W 70/W 60/W 50/W 40/W 30/W 20/W This table indicates minimum conductor size for feeders of the ampacity indicated where #/W indicates the #-Ampacity and W-numbers of wire, #S/W indicates no ground. All conductors shall be Aluminum unless noted otherwise. *Conductor Ampacities shall be based on table 310.15(B)(16) 60 degree column up to 100 Amps and 75 degree column above 100 Amps unless otherwise permitted by NEC. Ampacity rating shall be selected in accordance NEC 110.14 (C). The master electrician shall be responsible for ensuring that no feeders or branch circuits are installed in a manner or sized in such a way as to violate the NEC. Service Ground Table 150G 200G 300G 500G 1000G >1000G Service Ground Conductors sized Per NEC Table 250.66 Equipment Ground Conductors sized Per NEC Table 250.122 All conductors shall be Aluminum unless noted otherwise. The service ground chart indicates the minimum Service Ground Conductor based on #G where # is the ampacity from the chart above, and the equipment ground chart indicates the minimum equipment grounding conductor size #EG where # is the rating/ setting of the overcurrent device protecting the conductors and equipment. Where discrepancies occur between the Feeder Schedule Schedule and the Grounding Tables, the larger conductor shall be used unless otherwise permitted by the NEC. The installation shall meet all NEC 250 grounding and bonding requirements including 250.4 Path for Fault Current. Provide complete raceway systems metallically joined, connected, and fittings as required for electrical continuity per NEC 300.10 7[W-500kcmil, 400kcmil G, 3-1/2"C] 8[W-250kcmil, 350kcmilG, 3"C] 4[W-500kcmil, 250kcmil G, 3-1/2"C] 4[W-350kcmil, 4/0G, 3"C] 3[W-400kcmil, 3/0G, 3"C] 3[W-350kcmil, 3/0G, 3"C] 2[W-500kcmil, 2/0G, 3-1/2"C] 2[W-350kcmil, 1/0G, 3"C] 2[W-250kcmil, #1G, 3"C] 2[W-4/0, #1G, 2-1/2"C] W-500kcmil, #2G, 3-1/2"C W-350kcmil, #2G, 3"C W-300kcmil, #2G, 3"C W-250kcmil, #4G, 2-1/2"C W-4/0, #4G, 2"C W-3/0, #4G, 2"C W-2/0, #4G, 2"C W-1/0, #6G, 2"C W-1/0, #6G, 2"C W#1, #6G, 1-1/2"C W#2, #6G, 1-1/4"C W#2, #8G, 1-1/4"C W#4, #8G, 1-1/4"C W#6, #8G, 1" C W#8, #10G, 3/4"C W#10, #10G, 3/4"C #4 #2 1/0 3/0 4/0 250 Equipment Ground Table 20EG 60EG 100EG 200-1200A per Above 1600EG 2000EG #10 #8 #6 350kcmil 400kcmil Feeder Schedule 2000/W 1600/W 1200/W 1000/W 800/W 750/W 600/W 500/W 400/W 350/W 300/W 250/W 225/W 200/W 175/W 150/W 125/W 100/W 90/W 80/W 70/W 60/W 50/W 40/W 30/W 20/W This table indicates minimum conductor size for feeders of the ampacity indicated where #/W indicates the #-Ampacity and W-numbers of wire, #S/W indicates no ground. All conductors shall be Copper unless noted as Aluminum 'Al' *Conductor Ampacities shall be based on table 310.15(B)(16) 60 degree column up to 100 Amps and 75 degree column above 100 Amps unless otherwise permitted by NEC. Ampacity rating shall be selected in accordance NEC 110.14 (C). The master electrician shall be responsible for ensuring that no feeders or branch circuits are installed in a manner or sized in such a way as to violate the NEC. Service Ground Table 150G 200G 300G 500G 800G >800G Service Ground Conductors sized Per NEC Table 250.66 Equipment Ground Conductors sized Per NEC Table 250.122 All conductors shall be Copper unless noted as Aluminum 'Al' The service ground chart indicates the minimum Service Ground Conductor based on #G where # is the ampacity from the chart above, and the equipment ground chart indicates the minimum equipment grounding conductor size #EG where # is the rating/ setting of the overcurrent device protecting the conductors and equipment. Where discrepancies occur between the Feeder Schedule Schedule and the Grounding Tables, the larger conductor shall be used unless otherwise permitted by the NEC. The installation shall meet all NEC 250 grounding and bonding requirements including 250.4 Path for Fault Current. Provide complete raceway systems metallically joined, connected, and fittings as required for electrical continuity per NEC 300.10 6[W-400kcmil, 250kcmil, 3"C] 5[W-400kcmil, 4/0G, 3"C] 4[W-350kcmil, 3/0G, 3"C] 3[W-400kcmil, 2/0G, 3"C] 3[W-300kcmil, 1/0G, 3"C] 3[W-250kcmil, 1/0G, 3"C] 2[W-350kcmil, #1G, 3"C] 2[W-250kcmil, #2G, 3"C] 2[W-3/0, #3G, 2"C] 2[W-2/0, #3G, 2"C] W-350kcmil, #4G, 3"C W-250kcmil, #4G, 3"C W-4/0, #4G, 2"C W-3/0, #6G, 2"C W-2/0, #6G, 2"C W-1/0, #6G, 2"C W#1, #6G, 1-1/2"C W#1, #6G, 1-1/2"C W#2, #8G, 1-1/4"C W#3, #8G, 1-1/4"C W#4, #8G, 1-1/4"C W#4, #8G, 1-1/4"C W#6, #10G, 1"C W#8, #10G, 1" C W#10, #10G, 3/4"C W#12, #12G, 3/4"C #6 #4 #2 1/0 2/0 3/0 Equipment Ground Table 20EG 60EG 100EG 200-1200A per Above 1600EG 2000EG #12 #10 #8 4/0 250kcmil 4000S/W 11[W-500kcmil Cu, 400kcmil Cu G, 3-1/2"C]4000/W 13[W-500kcmil, 3-1/2"C] 3000S/W 8[W-500kcmil Cu, 400kcmil Cu G, 3-1/2"C]3000/W 10[W-500kcmil, 3-1/2"C] ALUMINUM FEEDER BID ALTERNATE: PROVIDE SEPARATE PRICE FOR ALUMINUM MAIN FEEDERS WHERE INDICATED ON THE ONE LINE DIAGRAM ONLY. 1 ONE LINE DIAGRAM - BUILDING TYPE 2 NTSSCALE: ONE LINE DIAGRAM GENERAL NOTES: 1.E.C. TO FIELD VERIFY EXISTING CONDITIONS 2.ALL EQUIPMENT IS NEW. 3.ALL EXTERIOR EQUIPMENT TO BE WEATHERPROOF 4.FIELD VERIFY INSTALLATION REQUIREMENTS WITH UTILITY PRIOR TO ANY ROUGH-IN. 5.THE E.C. SHALL PROVIDE LABELING OF ALL DISCONNECTING MEANS IN ACCORDANCE WITH NEC 110.22: 5.a.PROVIDE LABEL ON EACH DISCONNECTING MEANS PER NEC 110.22(A) 5.b.SERVICE EQUIPMENT SHALL BE LABELED WITH THE MAXIMUM AVAILABLE FAULT CURRENT AND DATE PER NEC 110.24(A). 5.c.WHERE ANY SERIES RATED COMBINATION SYSTEMS ARE UTILIZED, PROVIDE LABEL ON EQUIPMENT CLOSURE INDICATING THE SERIES RATED SYSTEM COMPONENTS INCLUDING FUSE AND BREAKER TYPES AND RATINGS IN ACCORDANCE WITH NEC 110.22(B) AND 110.22(C): CAUTION -- SERIES COMBINATION SYSTEM RATED ____ AMPERES. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED. ONE LINE DIAGRAM KEYED NOTES: 1.PROVIDE CONCRETE PAD FOR UTILITY COMPANY PAD MOUNT TRANSFORMER. REFER TO UTILITY COMPANY STANDARD FOR INSTALLATION AND USE FOR REQUIREMENTS. 2.PROVIDE GROUNDING ELECTRODE CONDUCTORS, GROUNDING ELECTRODES FOR GROUND RODS, WATER SERVICE, BUILDING STEEL, AND CONCRETE ENCASED GROUNDING ELECTRODES, AND ALL CONNECTIONS AS REQUIRED PER 2014 NEC 250 SECTION III. LEVEL 1 PAD MOUNTED UTILITY TRANSFORMER 208/120V, 3-PHASE, 4W 1200S/4 T PANEL 2 200A/3P 1-100A/3P SPACE 200/4 GRADE LEVEL 1 600A/3P 600JJN 600/4 M M M M M M M M M M METER UTILITYM 600A/3P AMERICAN MIDWEST POWER SWITCHBOARD 'MSB-2', 1200A 208/120V, 3PHASE,4W, 65KAIC, NEMA 3R >800G N G 600JJN R1 BOND AND GROUND PER NEC 250 x BUILDING STEEL and COLD WATER PIPE, 3/0Cu x UFER, #4Cu x GROUND ROD, #6Cu 125A/2P WITH HOT SEQUENCE UTILITY METER PER UTILITY, TYPICAL UTILITY METER MAX. AVAILABLE FAULT CURRENT = (FUSE LET-THRU) 9,000 A ALUMINUM M M M M M BUILDING 2 R1 METER STACK A.M.P. MLO PANEL, NEMA 3R 42 k AIC NEMA 3R 1 2 600A/3P 600JJN 600/4 M M M M M M M M M M R2 125A/2P WITH HOT SEQUENCE UTILITY METER PER UTILITY, TYPICAL UTILITY METER MAX. AVAILABLE FAULT CURRENT = (FUSE LET-THRU) 9,000 A M M M M M BUILDING 2 R2 METER STACK A.M.P. MLO PANEL, NEMA 3R 42 k AIC 125/3 TYPICAL UNIT PANEL PARIKH STEVENS ARCHITECTS 2016 JOB NUMBER: C DATEISSUE 1809/19-041 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 4/01/19SCHEMATIC DESIGN PRELIMINA R Y P L A N S N O T F O R C O N S T R U C T I O N E0.21 ELECTRICAL ONE LINE DIAGRAM - BUILDING TYPE 2 Feeder Schedule - Aluminum 2000/W 1600/W 1200/W 1000/W 800/W 750/W 600/W 500/W 400/W 350/W 300/W 250/W 225/W 200/W 175/W 150/W 125/W 100/W 90/W 80/W 70/W 60/W 50/W 40/W 30/W 20/W This table indicates minimum conductor size for feeders of the ampacity indicated where #/W indicates the #-Ampacity and W-numbers of wire, #S/W indicates no ground. All conductors shall be Aluminum unless noted otherwise. *Conductor Ampacities shall be based on table 310.15(B)(16) 60 degree column up to 100 Amps and 75 degree column above 100 Amps unless otherwise permitted by NEC. Ampacity rating shall be selected in accordance NEC 110.14 (C). The master electrician shall be responsible for ensuring that no feeders or branch circuits are installed in a manner or sized in such a way as to violate the NEC. Service Ground Table 150G 200G 300G 500G 1000G >1000G Service Ground Conductors sized Per NEC Table 250.66 Equipment Ground Conductors sized Per NEC Table 250.122 All conductors shall be Aluminum unless noted otherwise. The service ground chart indicates the minimum Service Ground Conductor based on #G where # is the ampacity from the chart above, and the equipment ground chart indicates the minimum equipment grounding conductor size #EG where # is the rating/ setting of the overcurrent device protecting the conductors and equipment. Where discrepancies occur between the Feeder Schedule Schedule and the Grounding Tables, the larger conductor shall be used unless otherwise permitted by the NEC. The installation shall meet all NEC 250 grounding and bonding requirements including 250.4 Path for Fault Current. Provide complete raceway systems metallically joined, connected, and fittings as required for electrical continuity per NEC 300.10 7[W-500kcmil, 400kcmil G, 3-1/2"C] 8[W-250kcmil, 350kcmilG, 3"C] 4[W-500kcmil, 250kcmil G, 3-1/2"C] 4[W-350kcmil, 4/0G, 3"C] 3[W-400kcmil, 3/0G, 3"C] 3[W-350kcmil, 3/0G, 3"C] 2[W-500kcmil, 2/0G, 3-1/2"C] 2[W-350kcmil, 1/0G, 3"C] 2[W-250kcmil, #1G, 3"C] 2[W-4/0, #1G, 2-1/2"C] W-500kcmil, #2G, 3-1/2"C W-350kcmil, #2G, 3"C W-300kcmil, #2G, 3"C W-250kcmil, #4G, 2-1/2"C W-4/0, #4G, 2"C W-3/0, #4G, 2"C W-2/0, #4G, 2"C W-1/0, #6G, 2"C W-1/0, #6G, 2"C W#1, #6G, 1-1/2"C W#2, #6G, 1-1/4"C W#2, #8G, 1-1/4"C W#4, #8G, 1-1/4"C W#6, #8G, 1" C W#8, #10G, 3/4"C W#10, #10G, 3/4"C #4 #2 1/0 3/0 4/0 250 Equipment Ground Table 20EG 60EG 100EG 200-1200A per Above 1600EG 2000EG #10 #8 #6 350kcmil 400kcmil Feeder Schedule 2000/W 1600/W 1200/W 1000/W 800/W 750/W 600/W 500/W 400/W 350/W 300/W 250/W 225/W 200/W 175/W 150/W 125/W 100/W 90/W 80/W 70/W 60/W 50/W 40/W 30/W 20/W This table indicates minimum conductor size for feeders of the ampacity indicated where #/W indicates the #-Ampacity and W-numbers of wire, #S/W indicates no ground. All conductors shall be Copper unless noted as Aluminum 'Al' *Conductor Ampacities shall be based on table 310.15(B)(16) 60 degree column up to 100 Amps and 75 degree column above 100 Amps unless otherwise permitted by NEC. Ampacity rating shall be selected in accordance NEC 110.14 (C). The master electrician shall be responsible for ensuring that no feeders or branch circuits are installed in a manner or sized in such a way as to violate the NEC. Service Ground Table 150G 200G 300G 500G 800G >800G Service Ground Conductors sized Per NEC Table 250.66 Equipment Ground Conductors sized Per NEC Table 250.122 All conductors shall be Copper unless noted as Aluminum 'Al' The service ground chart indicates the minimum Service Ground Conductor based on #G where # is the ampacity from the chart above, and the equipment ground chart indicates the minimum equipment grounding conductor size #EG where # is the rating/ setting of the overcurrent device protecting the conductors and equipment. Where discrepancies occur between the Feeder Schedule Schedule and the Grounding Tables, the larger conductor shall be used unless otherwise permitted by the NEC. The installation shall meet all NEC 250 grounding and bonding requirements including 250.4 Path for Fault Current. Provide complete raceway systems metallically joined, connected, and fittings as required for electrical continuity per NEC 300.10 6[W-400kcmil, 250kcmil, 3"C] 5[W-400kcmil, 4/0G, 3"C] 4[W-350kcmil, 3/0G, 3"C] 3[W-400kcmil, 2/0G, 3"C] 3[W-300kcmil, 1/0G, 3"C] 3[W-250kcmil, 1/0G, 3"C] 2[W-350kcmil, #1G, 3"C] 2[W-250kcmil, #2G, 3"C] 2[W-3/0, #3G, 2"C] 2[W-2/0, #3G, 2"C] W-350kcmil, #4G, 3"C W-250kcmil, #4G, 3"C W-4/0, #4G, 2"C W-3/0, #6G, 2"C W-2/0, #6G, 2"C W-1/0, #6G, 2"C W#1, #6G, 1-1/2"C W#1, #6G, 1-1/2"C W#2, #8G, 1-1/4"C W#3, #8G, 1-1/4"C W#4, #8G, 1-1/4"C W#4, #8G, 1-1/4"C W#6, #10G, 1"C W#8, #10G, 1" C W#10, #10G, 3/4"C W#12, #12G, 3/4"C #6 #4 #2 1/0 2/0 3/0 Equipment Ground Table 20EG 60EG 100EG 200-1200A per Above 1600EG 2000EG #12 #10 #8 4/0 250kcmil 4000S/W 11[W-500kcmil Cu, 400kcmil Cu G, 3-1/2"C]4000/W 13[W-500kcmil, 3-1/2"C] 1 ONE LINE DIAGRAM - BUILDING TYPE 3 NTSSCALE: ONE LINE DIAGRAM GENERAL NOTES: 1.E.C. TO FIELD VERIFY EXISTING CONDITIONS 2.ALL EQUIPMENT IS NEW. 3.ALL EXTERIOR EQUIPMENT TO BE WEATHERPROOF 4.FIELD VERIFY INSTALLATION REQUIREMENTS WITH UTILITY PRIOR TO ANY ROUGH-IN. 5.THE E.C. SHALL PROVIDE LABELING OF ALL DISCONNECTING MEANS IN ACCORDANCE WITH NEC 110.22: 5.a.PROVIDE LABEL ON EACH DISCONNECTING MEANS PER NEC 110.22(A) 5.b.SERVICE EQUIPMENT SHALL BE LABELED WITH THE MAXIMUM AVAILABLE FAULT CURRENT AND DATE PER NEC 110.24(A). 5.c.WHERE ANY SERIES RATED COMBINATION SYSTEMS ARE UTILIZED, PROVIDE LABEL ON EQUIPMENT CLOSURE INDICATING THE SERIES RATED SYSTEM COMPONENTS INCLUDING FUSE AND BREAKER TYPES AND RATINGS IN ACCORDANCE WITH NEC 110.22(B) AND 110.22(C): CAUTION -- SERIES COMBINATION SYSTEM RATED ____ AMPERES. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED. ONE LINE DIAGRAM KEYED NOTES: 1.PROVIDE CONCRETE PAD FOR UTILITY COMPANY PAD MOUNT TRANSFORMER. REFER TO UTILITY COMPANY STANDARD FOR INSTALLATION AND USE FOR REQUIREMENTS. 2.PROVIDE GROUNDING ELECTRODE CONDUCTORS, GROUNDING ELECTRODES FOR GROUND RODS, WATER SERVICE, BUILDING STEEL, AND CONCRETE ENCASED GROUNDING ELECTRODES, AND ALL CONNECTIONS AS REQUIRED PER 2014 NEC 250 SECTION III. 3000S/W 8[W-500kcmil Cu, 400kcmil Cu G, 3-1/2"C]3000/W 10[W-500kcmil, 3-1/2"C] ALUMINUM FEEDER BID ALTERNATE: PROVIDE SEPARATE PRICE FOR ALUMINUM MAIN FEEDERS WHERE INDICATED ON THE ONE LINE DIAGRAM ONLY. LEVEL 1 PAD MOUNTED UTILITY TRANSFORMER 208/120V, 3-PHASE, 4W 1200S/4 T PANEL 3 200A/3P 1-100A/3P SPACE 200/4 GRADE LEVEL 1 800A/3P 800JJN 800/4 M M M M M M M M M M METER UTILITYM 600A/3P AMERICAN MIDWEST POWER SWITCHBOARD 'MSB-3', 1200A 208/120V, 3PHASE,4W, 65KAIC, NEMA 3R >800G N G 600JJN R1 125A/2P WITH HOT SEQUENCE UTILITY METER PER UTILITY, TYPICAL UTILITY METER MAX. AVAILABLE FAULT CURRENT = (FUSE LET-THRU) 9,000 A ALUMINUM M M M M M M M M M BUILDING 3 R1 METER STACK A.M.P. MLO PANEL, NEMA 3R 42 k AIC NEMA 3R M 125/3 TYPICAL UNIT PANEL 1 400 400 BOND AND GROUND PER NEC 250 x BUILDING STEEL and COLD WATER PIPE, 3/0Cu x UFER, #4Cu x GROUND ROD, #6Cu 2 PARIKH STEVENS ARCHITECTS 2016 JOB NUMBER: C DATEISSUE 1809/19-041 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 4/01/19SCHEMATIC DESIGN PRELIMINA R Y P L A N S N O T F O R C O N S T R U C T I O N E0.22 ELECTRICAL ONE LINE DIAGRAM - BUILDING TYPE 3 LOAD CALCULATION: General Loads - NEC 220.82 (B) 1. 2. 3.a. 3.b. 3.c. 3.d. Heating and Air Conditioning Loads - NEC 220.82 (C) 1. 2. 3. H. Notes: 1. General Lighting and General-Use Receptacles Small Appliance and Laundry Loads NEC 210.11(C)(1) and (C)(2) Appliance Loads (NEC 220.53) Electric Ranges and Other Cooking Appliances Electric Clothes Dryers Water Heaters Air-Conditioning Loads Heat Pump Fans - Largest Occurence Total Design Load Not Used. Laundry Circuit Appliance Circuit Refrigerator Dishwasher Disposal Microwave/Hood Elec Range/Oven Dryer Water Heater (Gas Ignitor) Largest Condensing Unit Largest Fan Coil Unit (2) 13W EF-T1, (1) 36.4W EF-K System Voltage: Largest 1BR - NEC 220.82 819 1 2 750 650 1176 1200 12,500 5,000 372 4048 667 62 208 SF x 3VA/SF x 1,500VA x 1,500VA VA VA VA VA VA VA VA Sub-Total: 10000VA at 100% Remainder at 40% SUB-TOTAL #1: VA x 100% VA x 100% VA x 100% SUB-TOTAL #2: TOTAL: Volts, 1-Phase 2,457 1,500 3,000 750 650 1,176 1,200 12,500 5,000 372 28,605 10,000 7,442 17,442 4,048 667 62 4,777 22,219 107 VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA A LOAD CALCULATION: General Loads - NEC 220.82 (B) 1. 2. 3.a. 3.b. 3.c. 3.d. Heating and Air Conditioning Loads - NEC 220.82 (C) 1. 2. 3. H. Notes: 1. General Lighting and General-Use Receptacles Small Appliance and Laundry Loads NEC 210.11(C)(1) and (C)(2) Appliance Loads (NEC 220.53) Electric Ranges and Other Cooking Appliances Electric Clothes Dryers Water Heaters Air-Conditioning Loads Heat Pump Fans - Largest Occurence Total Design Load Not Used. Laundry Circuit Appliance Circuit Refrigerator Dishwasher Disposal Microwave/Hood Elec Range/Oven Dryer Water Heater (Gas Ignitor) Largest Condensing Unit Largest Fan Coil Unit (2) 13W EF-T1, (1) 36.4W EF-K System Voltage: Largest 2BR - NEC 220.82 1,124 1 2 750 650 1176 1200 12,500 5,000 372 4048 667 62 208 SF x 3VA/SF x 1,500VA x 1,500VA VA VA VA VA VA VA VA Sub-Total: 10000VA at 100% Remainder at 40% SUB-TOTAL #1: VA x 100% VA x 100% VA x 100% SUB-TOTAL #2: TOTAL: Volts, 1-Phase 3,372 1,500 3,000 750 650 1,176 1,200 12,500 5,000 372 29,520 10,000 7,808 17,808 4,048 667 62 4,777 22,585 109 VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA A LOAD CALCULATION: General Loads - NEC 220.82 (B) 1. 2. 3.a. 3.b. 3.c. 3.d. Heating and Air Conditioning Loads - NEC 220.82 (C) 1. 2. 3. H. Notes: 1. General Lighting and General-Use Receptacles Small Appliance and Laundry Loads NEC 210.11(C)(1) and (C)(2) Appliance Loads (NEC 220.53) Electric Ranges and Other Cooking Appliances Electric Clothes Dryers Water Heaters Air-Conditioning Loads Heat Pump Fans - Largest Occurence Total Design Load Not Used. Laundry Circuit Appliance Circuit Refrigerator Dishwasher Disposal Microwave/Hood Elec Range/Oven Dryer Water Heater (Gas Ignitor) Largest Condensing Unit Largest Fan Coil Unit (2) 13W EF-T1, (1) 36.4W EF-K System Voltage: Largest 3BR - NEC 220.82 1,311 1 2 750 650 1176 1200 12,500 7,200 600 4048 667 62 208 SF x 3VA/SF x 1,500VA x 1,500VA VA VA VA VA VA VA VA Sub-Total: 10000VA at 100% Remainder at 40% SUB-TOTAL #1: VA x 100% VA x 100% VA x 100% SUB-TOTAL #2: TOTAL: Volts, 1-Phase 3,933 1,500 3,000 750 650 1,176 1,200 12,500 7,200 600 32,509 10,000 9,004 19,004 4,048 667 62 4,777 23,781 114 VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA A LOAD CALCULATION: A. B. C. D. E. F. G. H. Lighting Loads (NEC 220.42) Small Appliance and Laundry Loads NEC 220.52) Lighting Loads Electric Clothes Dryers (NEC 220.54) Electric Ranges and Other Cooking Appliances (NEC 220.55) Appliance Loads (NEC 220.53) Heating and Air-Conditioning Loads Total Design Load (NEC 220.84 Optional Method) General Lighting (3VA/SF) Laundry Circuit Appliance Circuit Dryer Elec Range/Oven Refrigerator Dishwasher Disposal Microwave/Hood Condensing Unit 2T Fan Coil Unit 2T System Voltage: NEC Table 220.84 Demand Factor: 15 Quantity 15 15 15 15 15 15 15 15 15 15 15 UNITS SF 1,119 1 2 5,000 8,000 750 650 1176 1200 4048 667 208 39 SF x 1,500VA x 1,500VA SUB-TOTAL #1: VA VA VA x 100% VA x 100% VA x 100% VA x 100% VA x 100% VA x 100% TOTAL: Volts, 3-Phase % (Table 220.84) 50,355 22,500 45,000 117,855 75,000 120,000 11,250 9,750 17,640 18,000 60,720 10,005 440,220 1,223 477 VA VA VA VA VA VA VA VA VA VA A A LOAD CALCULATION: A. B. C. D. E. F. G. H. Lighting Loads (NEC 220.42) Small Appliance and Laundry Loads NEC 220.52) Lighting Loads Electric Clothes Dryers (NEC 220.54) Electric Ranges and Other Cooking Appliances (NEC 220.55) Appliance Loads (NEC 220.53) Heating and Air-Conditioning Loads Total Design Load (NEC 220.84 Optional Method) General Lighting (3VA/SF) Laundry Circuit Appliance Circuit Dryer Elec Range/Oven Refrigerator Dishwasher Disposal Microwave/Hood Condensing Unit 2T Fan Coil Unit 2T System Voltage: NEC Table 220.84 Demand Factor: 20 Quantity 20 20 20 20 20 20 20 20 20 20 20 UNITS SF 1,119 1 2 5,000 8,000 750 650 1176 1200 4048 667 208 38 SF x 1,500VA x 1,500VA SUB-TOTAL #1: VA VA VA x 100% VA x 100% VA x 100% VA x 100% VA x 100% VA x 100% TOTAL: Volts, 3-Phase % (Table 220.84) 67,140 30,000 60,000 157,140 100,000 160,000 15,000 13,000 23,520 24,000 80,960 13,340 586,960 1,630 620 VA VA VA VA VA VA VA VA VA VA A A LOAD CALCULATION: A. B. C. D. E. F. G. H. Lighting Loads (NEC 220.42) Small Appliance and Laundry Loads NEC 220.52) Lighting Loads Electric Clothes Dryers (NEC 220.54) Electric Ranges and Other Cooking Appliances (NEC 220.55) Appliance Loads (NEC 220.53) Heating and Air-Conditioning Loads Total Design Load (NEC 220.84 Optional Method) General Lighting (3VA/SF) Laundry Circuit Appliance Circuit Dryer Elec Range/Oven Refrigerator Dishwasher Disposal Microwave/Hood Condensing Unit 2T Fan Coil Unit 2T System Voltage: NEC Table 220.84 Demand Factor: 30 Quantity 30 30 30 30 30 30 30 30 30 30 30 UNITS SF 1,119 1 2 5,000 8,000 750 650 1176 1200 4048 667 208 33 SF x 1,500VA x 1,500VA SUB-TOTAL #1: VA VA VA x 100% VA x 100% VA x 100% VA x 100% VA x 100% VA x 100% TOTAL: Volts, 3-Phase % (Table 220.84) 100,710 45,000 90,000 235,710 150,000 240,000 22,500 19,500 35,280 36,000 121,440 20,010 880,440 2,446 807 VA VA VA VA VA VA VA VA VA VA A A LOAD CALCULATION: A. B. C. D. E. F. G. H. Lighting Loads (NEC 220.42) Small Appliance and Laundry Loads NEC 220.52) Lighting Loads Electric Clothes Dryers (NEC 220.54) Electric Ranges and Other Cooking Appliances (NEC 220.55) Appliance Loads (NEC 220.53) Heating and Air-Conditioning Loads Total Design Load (NEC 220.84 Optional Method) General Lighting (3VA/SF) Laundry Circuit Appliance Circuit Dryer Elec Range/Oven Refrigerator Dishwasher Disposal Microwave/Hood Condensing Unit 2T Fan Coil Unit 2T System Voltage: NEC Table 220.84 Demand Factor: 60 Quantity 60 60 60 60 60 60 60 60 60 60 60 UNITS SF 860 1 2 5,000 8,000 750 650 1176 1200 4048 667 208 24 SF x 1,500VA x 1,500VA SUB-TOTAL #1: VA VA VA x 100% VA x 100% VA x 100% VA x 100% VA x 100% VA x 100% TOTAL: Volts, 3-Phase % (Table 220.84) 154,800 90,000 180,000 424,800 300,000 480,000 45,000 39,000 70,560 72,000 242,880 40,020 1,714,260 4,762 1,143 VA VA VA VA VA VA VA VA VA VA A A LUMINAIRE SCHEDULE Label Interior Lighting - Residential Units C1 C2 C3 D1 F1 P1 SH V1 V2 WS2 Interior Lighting - Public Spaces, Corridors, Garage, and Commercial Spaces D2 Q S S1 ST V WS1 Emergency Lighting EM X XEM XEM-1 XR Exterior Lighting SD SP1 SP2 SP3 SP4 WS WP GENERAL LIGHT FIXTURE NOTES: Apply to all fixtures wherever applicable. 1. 2. 3. 4. 5. 6. 7. 8. 9. SPECIFIC FIXTURE COMMENTS: Apply to specific fixture types as noted on schedule 1. 2. 3. 4. 5. Light Fixture Description LED Decorative Surface Mount Living Rooms LED Decorative Surface Mount Dining Rooms LED Decorative Surface Mount Closets LED Surface Mount Downlight Kitchens Ceiling Fan 52" 5 blade brushed nickel fan with integrated GU24 light kit. Surface Mounted Suspended Pendant Decorative Trim and Glass Shade Surface Mount Compact Fluorescent Downlight White Trim/Baffle, Wet Rated Surface Mounted Vanity Light - 18" Decorative Trim and Glass Shade Surface Mounted Vanity Light -36" Decorative Trim and Glass Shade Wall Sconce - Decorative Patios Surface Mount LED Downlight White Trim/Baffle Garage Light Strip Light Strip Light, 1-Lamp Cold Weather Ballast & Wire Guard Stairwell LED Fixture with Motion Sensor/Dual Level Surface Mounted Vanity Light - 18" Decorative Trim and Glass Shade Wall Sconce Emergency Light Fixture with Dual Head and Emergency Operation LED Edge-Lit Exit Sign with Emergency Operation Combination Exit Sign/Emergency Egress Light Twin Head LED with 90-Minute Battery Pack Exterior Emergency Egress Light 90-Minute Battery Pack Exterior Emergency Egress Light 90-Minute Battery Pack Downlight Carports Site Pole Parking & Drives Site Pole Parking & Drives Site Pole - Double Head Parking & Drives Pedestrian Pole Amenity Spaces Wall Sconce Entries Wall Pack Garage Entry EMERGENCY FIXTURES - All Fixtures Indicated as Emergency shall be provided with a 90-Minute Battery Pack with minimum 1300 Lumen output. VERIFY VOLTAGES - The E.C. shall verify voltages on drawings prior to ordering or any work, the engineer shall be notified of any discrepancies in the voltage of the circuiting on the drawings and the luminiare schedule prior to any purchase or work. VERIFY LAMPING - The E.C. shall verify lamping with the manufacturer prior to ordering and notify the engineer of any lamping discrepancies. PROVIDE A COMPLETE INSTALLATION - The E.C. shall provide all labor and material to provide a complete and functional system per the design intent as dictated by the switching type and location (including dimmer switches and compatible drivers, ballasts or transformers), ceiling type and location, circuiting, voltages, and lamping types. BALLAST DISCONNECT - All electric discharge luminaires shall comply with NEC 410.130 and shall have a means of disconnect for the ballast. DUAL LEVEL SWITCHING - For fixtures with more than one switch designation shown on plans provide fixtures with additional ballasts for dual level light control by separate switching of inboard and outboard lamps as required to conform to IECC Requirements. OWNER APPROVAL - Approve all light fixture types with tenant/owner before ordering any materials or any work. EXTERIOR LIGHTING - Fixtures installed outdoors shall be U.L. listed Wet Location and provided with cold weather drivers/ballast/battery as required for proper operation. DIMMING COMPATIBILITY - Fixtures noted as dimmable on plans shall be provided with dimmable drivers paired with compatible dimming controls approved by the fixture manufacturer. The E.C. shall be responsible for providing compatible LED Drivers and dimming control devices rated for connected load. DAMP LOCATION - Provide fixture with U.L. Damp Location Label. WET LOCATION - Provide fixture with U.L. Wet Location Label. COLD WEATHER - Provide fixture with Cold-Weather Driver/Ballasts/Battery for fixtures installed outdoors. DIMMING CONTROL - catalog number specified in luminaire schedule includes occupancy control to dim fixtures to 50% after 10-minutes of inactivity. 0-10V Dimming - Provide low voltage wiring between all fixtures and low-voltage wallbox dimmer. Verify requirements with provider and provide all work required for a complete installation. Specification Specified by Others Specified by Others Specified by Others Specified by Others Specified by Others Specified by Others Specified by Others Specified by Others Specified by Others Specified by Others Progress Lighting P8222-28/30K9-AC1-L10 Cooper Quadcast QDCAST1B-MSP/DIM-L12 Energetic Lighting ELYWL2-301C Elite Oracle 4-OC-1-32-T8E-MV Aleo Lighting LLS-4-VHE-25-8-41-EM1400-OS Specified by Others Progress Lighting P5635-2030-K9 Exitronix LL50H-6-25 Exitronix S903-LB-SR-GM-BA Cooper Sure-Lites APC7 Best Lighting CWLEZXTEU-X-G-X-CW Cooper Surelites AEL1SD or Match Building Standard Halo SMD6R-6-930-WH McGraw-Edison GLEON-AF-02-LED-E1-SL4-BK-8030-HSS-DIM McGraw-Edison GLEON-AF-02-LED-E1-T2-BK-8030-HSS-DIM McGraw-Edison GLEON-AF-02-LED-E1-SL4-BK-8030-DIM-MA1037 Invue MSA-E02-LED-E1-SL2-BK-8030-DIM Lumiere 303-W1-LEDB1-3000-UNV-T4-DIM10-BK Invue ENV-E01-LED-E1-BL4-BK-7030 Lamping 37W LED 20W LED 17W LED 13W LED 13W LED 17W LED 13W LED (3) 13W LED (5) 13W LED 8.5W LED 17W LED 56W LED 40W LED 40W LED 40W LED (3) 13W LED 9W LED Included Included (2) 3.6V, .78W LED Included (2) 3.6W Included 9.6W LED 113W LED 113W LED (2) 113W LED 52W LED 8.5W LED 24.7W LED Voltage 120 120 120 120 120 120 120 120 120 120 120 120/277 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 April 1, 2019 Mounting Surface Surface Surface Surface Surface Suspended Surface Surface Surface Surface Surface Surface or Suspended Surface or Suspended Surface or Suspended Surface Wall Surface Surface Surface Surface Surface 18' on Center Surface Surface Surface 10' AFG Pole + Base 20' AFG Pole + Base 20' AFG Pole + Base 20' AFG Pole 12' AFG Surface 7' AFG Surface 9' AFG Comment 2 1 1 2,3 4 2,3 2,3 2,3 2,3,5 2,3,5 2,3,5 2,3,5 2,3,5 2,3,5 2,3,5 PARIKH STEVENS ARCHITECTS 2016 JOB NUMBER: C DATEISSUE 1809/19-041 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 4/01/19SCHEMATIC DESIGN PRELIMINA R Y P L A N S N O T F O R C O N S T R U C T I O N E0.40 ELECTRICAL SCHEDULES XCEL ENERGY TRANSFORMER INSTALLATION NOTES 1.XCEL TRANSFORMER SHALL BE PLACED AWAY FROM BUILDINGS, DOORS, WINDOWS, AIR INTAKES, AND ALL OTHER BUILDING OPENINGS IN ACCORDANCE WITH XCEL REQUIREMENTS. SEE DRAWINGS CR-30, CR-30A, CR-40, CR-50, SEE CURRENT EDITION OF THE XCEL ENERGY STANDARD FOR ELECTRIC INSTALLATION AND USE. 2.PROVIDE TRANSFORMER PAD, POURED IN PLACE PER DRAWING CC-60, CC-60A, CC-60B, CC-60C, CC-60D, AND CC-60E. POURED IN PLACE TRANSFORMER AND SECONDARY CONNECTION CABINET PAD SHALL BE PROVIDED PER DRAWING CC-50, CC-50A, CC-50B, CC-50C, CC-50D, CC-50E. PRE-CAST TRANSFORMER AND SECONDARY CONNECTION CABINET MAY BE PROVIDED PER DRAWING CC-40 OR CC-40A. 3.PROVIDE PRIMARY CONDUIT IF REQUIRED BY UTILITY. COORDINATE WITH XCEL ENERGY. 4.PROVIDE SECONDARY CONDUITS AND CONDUCTORS IN ACCORDANCE WITH XCEL ENERGY STANDARD FOR ELECTRIC INSTALLATION AND USE. INSTALLATION OF SECONDARY RUNS SHALL NOT EXCEED XCEL ENERGY LIMITS BASED ON TRANSFORMER CAPACITY. VERIFY REQUIREMENTS WITH XCEL ENERGY AND PROVIDE SECONDARY CONNECTION CABINET WHERE REQUIRED. GENERAL NOTES: 1.NUMBERS NEXT TO DEVICES INDICATE CIRCUITING TO PANEL UNLESS NOTED OTHERWISE. 2.CIRCUIT EXTERIOR LIGHTING FIXTURES VIA MULTIPOLE CONTACTOR AND PROVIDE PHOTOCELL ON/TIMECLOCK OFF OPERATION (THE TIME CLOCK SHALL BE IECC COMPLIANT). 3.E.C. TO FIELD VERIFY BRANCH CIRCUIT LENGTHS AND ADJUST CONDUCTOR SIZES FOR VOLTAGE DROP AS REQUIRED. PROVIDE ALL SITE LIGHTING CONDUCTORS SIZE #10 Cu MINIMUM. KEYED NOTES: 1.E.C. SHALL FIELD VERIFY THE LOCATION OF THE TRANSFORMER WITH THE UTILITY CO. PROPOSED LOCATIONS ARE SHOWN FOR REFERENCE ONLY AND FINAL LOCATION SHALL BE DETERMINED ON SITE BY THE UTILITY CO. INFORM ENGINEER IMMEDIATELY OF ANY CHANGE OF TRANSFORMER LOCATION. # ELECTRICAL SITE PLAN 1" = 50'-0"SCALE: Project North 1 DWPANLINPANDW DWPAN LINPANDWDWPAN LIN PAN DWDWPAN LIN PAN DWDWPAN LIN DWPAN LINPANDWDWPANLINPANDW DWPANLINDWPAN LIN PANDWDWPANLINPAN DWDWPANLINDW PAN LIN PANDWDWPANLINPAN DWDWPANLINDWPANLINPANDW DWPAN LINPANDWDWPAN LIN PAN DWDWPAN LIN PAN DWSW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SWSWSW SW SW SWSW SW SW SW SW SW SP2 SP2 SP2 SP1 SP1 SP1 SP2 SP2 SP2 SP2 T T T T T MSB-2 R1 R2 SW MSB-2 R1 R2 SW SW MSB-2 R1R2 MSB-2 R1R2 MSB-3 R1 1 1 1 1 1 MSB-3 R1 MSB-3 R1 PARIKH STEVENS ARCHITECTS 2016 JOB NUMBER: C DATEISSUE 1809/19-041 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 4/01/19SCHEMATIC DESIGN PRELIMINA R Y P L A N S N O T F O R C O N S T R U C T I O N E1.00 ELECTRICAL SITE PLAN DWPANLINPANDW DWPAN LINPANDWDWPAN LIN PAN DWDWPAN LIN PAN DWDWPAN LIN DWPAN LINPANDWDWPANLINPANDW DWPANLINDWPAN LIN PANDWDWPANLINPAN DWDWPANLINDWPAN LIN PANDWDWPANLINPAN DWDWPANLINDWPANLINPANDW DWPAN LINPANDWDWPAN LIN PAN DWDWPAN LIN PAN DWPROPERTY LINE SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SWSWSW SW SW SWSW SW SW SW SW SW SP2 SP2 SP2 SP1 SP1 SP1 SP2 SP2 SP2 SP2 SCALE:1 SITE LIGHTING PHOTOMETRIC 1" = 50'-0" PHOTOMETRY PLAN GENERAL NOTES: 1.VALUES SHOWN ARE MAINTAINED HORIZONTAL ILLUMINANCE VALUES MEASURED AT GRADE. 2.SITE LIGHTING DESIGN HAS BEEN COMPLETED TO PRODUCE EVEN ILLUMINATION OF PARKING AND PAVED AREAS WITH MINIMAL GLARE ONTO ADJACENT PROPERTIES. 3.ALL LIGHT FIXTURES SHALL BE FULLY SHIELDED AND DIRECT LIGHT DOWNWARDS. 4.THERE WILL BE NO OFF-SITE GLARE ALLOWED. SITE LIGHTING DESIGN HAS BEEN COMPLETED TO CONFORM TO CITY OF AVON EXTERIOR LIGHTING STANDARDS Project North PARIKH STEVENS ARCHITECTS 2016 JOB NUMBER: C DATEISSUE 1809/19-041 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 4/01/19SCHEMATIC DESIGN PRELIMINA R Y P L A N S N O T F O R C O N S T R U C T I O N E1.01 SITE LIGHTING PHOTOMETRIC SD LUMINAIRE SCHEDULE Symbol Label LLF WattsCatalog NumberGeneral Description LampMounting Height Color SHIELDING 1.00SITE POLE PARKING & DRIVES 20'-0" AFG BLACK MCGRAW-EDISON GLEON-AF-02-LED- E1-SL4-BK-8030-HSS-DIM LED 113W 1.00PEDESTRIAN POLE SIDEWALKS 12'-0" AFG BLACK INVUE MSA-E02-LED-E1-SL2- BK-8030-DIM LED 52W SP1 SP4 FULL CUT-OFF FULL CUT-OFF 1.00WALL SCONCE ENTRIES 8'-0" AFG BLACK LUMIERE 303-W1-LEDB1-3000- UNV-T4-DIM10-BK LED 8.5W SW 1.00SITE POLE PARKING & DRIVES 20'-0" AFG BLACK MCGRAW-EDISON GLEON-AF-02-LED- E1-T2-BK-8030-HSS-DIM LED 113W SP2 FULL CUT-OFF 1.00SITE POLE PARKING & DRIVES 20'-0" AFG BLACK MCGRAW-EDISON GLEON-AF-02-LED-E1-SL4- BK-8030-DIM-MA1037 LED (2)113W SP3 FULL CUT-OFF 1.00DOWNLIGHT CARPORTS 10'-0" AFG N/A HALO SMD6R-6-930-WH LED 9.5W SD FULL CUT-OFF FULL CUT-OFF 1.00WALL PACK GARAGE ENTRY 12'-0" AFG BLACK INVUE ENV-E01-LED-E1-BL4- BK-7030 LED 25W WP FULL CUT-OFF SP4SWWP PARIKH STEVENS ARCHITECTS 2016 JOB NUMBER: C DATEISSUE 1809/19-041 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 4/01/19SCHEMATIC DESIGN PRELIMINA R Y P L A N S N O T F O R C O N S T R U C T I O N E1.02 SITE LIGHTING DETAILS 1.MOUNT OUTLET NO MORE THAN 12" BELOW COUNTERTOP. 2.CEILING FAN BOX - PROVIDE JUNCTION BOX RATED FOR STRUCTURAL SUPPORT AND USE WITH CEILING FAN. PROVIDE WIRING FOR SEPARATE WALLBOX CONTROL OF FAN SPEED AND LIGHT KIT. FIELD VERIFY REQUIREMENTS WITH OWNER PRIOR TO ANY WORK. 1.THE ELECTRICAL CONTRACTOR SHALL PROVIDE OUTLETS, LIGHTING AND BRANCH CIRCUITS AS REQUIRED IN ACCORDANCE WITH NEC ARTICLE 210. DEVICES QUANTITIES AND LOCATIONS SHALL BE APPROVED BY LOCAL ELECTRICAL INSPECTOR. 1.a.RECEPTACLES SHALL BE PROVIDED FOR WALL SPACES IN EXCESS OF 24" WIDE AND NO POINT OF WALL SPACE SHALL BE FURTHER THAN 6' FROM A RECEPTACLE PER NEC 210-52. 1.b.WALL COUNTERTOP RECEPTACLES SHALL BE PROVIDED FOR WALLS 12" OR WIDER AND NO POINT OF WALL SPACE SHALL BE FURTHER THAN 24" FROM A RECEPTACLE PER NEC 210-52. FIELD VERIFY OUTLET HEIGHTS AND LOCATIONS WITH OWNER TO COMPLY WITH NEC REQUIREMENTS AND ALSO TO ACCOMMODATE SURFACE FINISHES SUCH AS TILE, TRIM AND BACKSPLASHES WHERE POSSIBLE. INSTALL AT LEAST ONE OUTLET FOR PENINSULA AND ISLAND COUNTERTOPS; THIS OUTLET MAY BE INSTALLED NO LESS THAN 12" BELOW COUNTER TOP PER NEC 210.52. 1.c.ACCESSIBILITY - ELECTRICAL DEVICES SHALL BE LOCATED SUCH THAT THEY ARE ACCESSIBLE IN ACCORDANCE WITH ANSI REQUIREMENTS. LOCATE OUTLETS, SWITCHES AND DEVICES BETWEEN ´ AND ´ (TOP OF TOGGLE) FOR UNOBSTRUCTED FORWARD AND SIDE REACH AREAS. FOR OBSTRUCTED AREAS THE FORWARD REACH SHALL NOT EXCEED ´ AND WHERE OVER ´ THE HEIGHT SHALL BE LIMITED TO ´ PER ANSI 308.2. FOR OBSTRUCTED AREAS THE SIDE REACH SHALL NOT EXCEED ´ AND WHERE OVER ´ THE HEIGHT SHALL BE LIMITED TO ´ PER ANSI 308.3. AT LEAST ONE OUTLET SHALL BE INSTALLED A MINIMUM OF ´ FROM THE CORNER OF A KITCHEN WORK SURFACE OR AS REQUIRED TO MEET THE OBSTRUCTED SIDE REACH REQUIREMENT. 2.KITCHEN OVEN/RANGE AND ANY ELECTRIC DRYER SHALL BE SUPPLIED BY A 4-WIRE RECEPTACLE AND CONNECTED TO THE BRANCH CIRCUIT EQUIPMENT GROUND CONDUCTOR PER NEC ARTICLE 250.140. 2.a.OVEN BRANCH CIRCUIT SHALL BE MINIMUM 3#6,#10G,1"C FOR 50A (OR 3#8,#10G,1"C FOR 40A) COPPER. 2.b.DRYER BRANCH CIRCUIT SHALL BE MINIMUM 3#10,#10G,3/4"C COPPER. 3.FIELD VERIFY FINAL LOCATION AND REQUIREMENTS OF HVAC EQUIPMENT WITH PROVIDER. 4.ALL 125-VOLT 15- AND 20-AMPERE RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES IN ACCORDANCE WITH NEC 406.12. 5.ALL BRANCH CIRCUITS (INCLUDING OUTLET, LIGHTING AND SMOKE DETECTORS) SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE PER NEC 210-12. 4.ALL RECEPTACLES IN BATHROOMS, BATHROOMS, GARAGES, EXTERIOR, CRAWL SPACES, UNFINISHED BASEMENTS, LAUNDRY, KITCHENS, DISHWASHERS, AND WITHIN 6 FEET OF ANY SINK, BATHTUB, SHOWER, UTILITY AND WET-BAR SINKS, AND ALL OTHER REQUIRED LOCATIONS SHALL BE GFCI (OR SERVED BY A GFI CIRCUIT BREAKER) PER NEC 210.8(B). THE E.C. SHALL PROVIDE GFCI OUTLETS (OR CIRCUIT BREAKERS) IN ALL LOCATIONS REQUIRED BY THE NEC. PROVIDE GFCI TEST SWITCH (OR GFCI BREAKER) IN READILY ACCESSIBLE LOCATION PER NEC. ALL EXTERIOR RECEPTACLES SHALL BE WEATHER RESISTANT AND ENCLOSED IN A WEATHERPROOF EXTRA DUTY ENCLOSURE WHILE IN USE IN ACCORDANCE WITH NEC 406.9(B). 5.PROVIDE SEPARATE DEDICATED CIRCUITS FOR BATHROOM RECEPTACLE OUTLETS IN ACCORDANCE WITH NEC 210.11(C)(3). 6.ALL EXTERIOR RECEPTACLES SHALL BE WEATHER RESISTANT PER NEC 406.9 AND ENCLOSED IN A WEATHERPROOF ENCLOSURE WHILE IN USE. 7.FIELD VERIFY FINAL LOCATION OF PANELBOARDS WITH OWNER PRIOR TO ROUGH-IN. LOCATE PANELBOARD SUCH THAT WORKING CLEARANCE IS MAINTAINED IN ACCORDANCE WITH NEC 110. FIELD VERIFY FINAL LOCATION AND COORDINATE WITH OTHER TRADES. 8.FIXTURES IN CLOTHES CLOSETS SHALL BE COMPLY WITH NEC 410.16 REGARDING DISTANCES FROM STORAGE AREAS AND TYPE OF FIXTURE. ALL LAMPS SHALL BE ENCLOSED; FIXTURES WITH EXPOSED LAMPS ARE NOT PERMITTED. 9.LIGHTING WITHIN DWELLING UNITS SHALL HAVE 75 PERCENT OR MORE OF THE PERMANENTLY INSTALLED INTERIOR LIGHT FIXTURES FITTED WITH HIGH-EFFICACY LAMPS. 10.COMMUNICATION SYSTEMS - PROVIDE COMPLETE COMMUNICATION SYSTEMS WIRING AND DEVICES AS REQUIRED FOR TELEPHONE, DATA, INTERNET, SATV, CATV SERVICES. 10.a.FIELD VERIFY FINAL QUANTITY, LOCATION, AND REQUIREMENTS OF ALL TELEPHONE, DATA, INTERNET AND TV DEVICE JACKS AND OUTLETS WITH OWNER. 10.b.COMMUNICATION BOX - FOR EACH UNIT IN THE WALK-IN CLOSET PROVIDE 12" x 14" x 4" FLUSH MOUNTED WALL BOX FOR ALL COMMUNICATION CABLES (TELEPHONE, DATA, INTERNET, SATV, CATV) AS REQUIRED TO ACCOMMODATE SEPARATE SERVICE FROM EACH PROVIDER. PROVIDE A PHONE TERMINAL BOX AND COAX SPLITTER TO ACCOMMODATE THE NUMBER OF PHONE/DATA AND TV DEVICES PLUS ONE SPARE FOR EACH. PROVIDE A DEDICATED CIRCUIT AND 4-PLEX OUTLET INSIDE BOX. 10.c.IF COMPLETE COMMUNICATION SERVICES ARE NOT FULLY INSTALLED DURING CONSTRUCTION, PROVIDE RACEWAY OR COORDINATE WITH G.C. SUCH THAT SERVICE PROVIDER CABLES MAY BE INSTALLED AFTER CONSTRUCTION IS COMPLETE. 11.CEILING FAN BOXES - PROVIDE ADD ALTERNATE TO INSTALL JUNCTION BOX RATED FOR STRUCTURAL SUPPORT AND USE WITH CEILING FAN IN BEDROOMS. PROVIDE WIRING FOR SEPARATE WALLBOX CONTROL OF FAN SPEED AND LIGHT KIT. FIELD VERIFY REQUIREMENTS WITH OWNER PRIOR TO ANY WORK. 12.PROVIDE SMOKE DETECTORS THROUGHOUT UNIT AS REQUIRED IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL CODE REQUIREMENTS. INSTALL DETECTOR IN EACH ROOM THAT MAY BE USED FOR SLEEPING AND ALL HALLWAYS LEADING TO SLEEPING ROOM. PROVIDE ADDITIONAL DETECTORS ON NON-CONTINUOUS PLANE CEILINGS AS REQUIRED. 13.PROVIDE A CO DETECTOR AND ALARM WITHIN 15 FEET OF ALL ROOMS USED FOR SLEEPING PURPOSES AND INSTALL IN ACCORDANCE WITH STATE LAW AND LOCAL CODES. 14.VERIFY FAN COIL AND CONDENSING UNIT SIZE. 15.PROVIDE CONDUIT IN WALL FOR HIGH TV LOCATIONS. 16.IN BATHROOMS, SIDE WALL MOUNTED RECEPTACLES MUST BE CENTERED A MINIMUM OF 18" FROM THE INSIDE GB CORNER AT CONTINUOUS SIDE WALL CONDITIONS, WHERE SIDE WALL RECEPTACLE IS THE ONLY RECEPTACLE IN THE BATHROOM. BACK WALL MOUNTED RECEPTACLES MUST BE CENTERED A MINIMUM OF 12" FROM INSIDE GB CORNER AT ADJACENT CONTINUOUS WALL CONDITIONS, WHERE BACK WALL RECEPTACLE IS THE ONLY RECEPTACLE IN THE BATHROOM. XX GENERAL NOTES KEYED NOTES 1 UNIT STUDIO 1 - ELECTRICAL 1/4" = 1'-0"SCALE:3 UNIT 1BR - TYPE A - ELECTRICAL 1/4" = 1'-0"SCALE:2 UNIT STUDIO 2 - ELECTRICAL 1/4" = 1'-0"SCALE: DW DW PANLIN4 UNIT 1BR-1 - ELECTRICAL 1/4" = 1'-0"SCALE:5 UNIT 1BR-2 - ELECTRICAL 1/4" = 1'-0"SCALE: 12 COMM 30 BOX 10 D1 2 F1 1414 24 DW 20,22 GFI 14 14 EF 1 8 SH AC GFI 12 9 DW GFI 14 14 CATV UNIT PANEL GD 4 HOOD 11 MW OVEN 1,35 AC GFI 5 AC GFIREF 6 EF 1 10 P1P1P1 GFI 7 1 7 GFI 14 V1 14 12 CATV C1 12 12 10 10 D1 D1 D1D1 WH 26 K 10 10 GFI 12 WP GFI WS2 C3 14 14 12 D1D1 7 10 10 12 COMM 30 BOX 10 D1 2 F1 1414 24 D W 20,22 GFI 14 14 EF 1 8 SH AC GFI 12 9 DW GFI 14 14 CATV UNIT PANEL GD4 HOOD11MW OVEN1,3 5 AC GFI REF 6 EF 1 10 P1 GFI 71 7 GFI 14 V1 14 12 CATV C1 12 12 D1D1 WH 26 K 10 10 GFI 12 WP GFIWS2 C3 1414 12 7 10 D1 P1 P1 5 AC GFI 5 AC GFI 5 AC GFI 7 AC GFI 1010 D1 D1 12 COMM 30 BOX 10 D1 2 F1 1414 24 D W 20,22GFI 14 14 EF 1 8 SH AC GFI 12 9 DW GFI 14 14 CATV UNIT PANEL GD 4 HOOD 11 MW OVEN 1,35 AC GFI 5 AC GFIREF 6 EF 1 10 P1P1P1 GFI 7 1 7 GFI 14 V1 14 12 CATV C1 12 12 10 10 D1 D1 D1D1 WH 26 K 10 10 GFI 12 WP GFI WS2 14 12 D1 7 10 10 12 COMM 30 BOX 2 F1 24 D W 20,22 GFI 14 EF 1 8 SH AC GFI 12 9DW GFI UNIT PANEL GD 4 HOOD 11MW OVEN 1,3 REF 6 EF 1 10 V1 12 CATV 12 D1 WH 26 K 10 10 GFI C3 14 7 5AC GFI 5AC GFI 7AC GFI D1 D1 14 12 1212 12 1010 D1 12 COMM 30 BOX 2 F1 24 D W 20,22 GFI 14 EF 1 8 SH AC GFI 12 9 DW GFI UNIT PANELGD4 HOOD11MW OVEN1,3 REF6 EF 1 10 V1 12 CATV 12 D1 C314 7 5 AC GFI 5 AC GFI 7 AC GFI D1 D1 14 12 12 1212 10 10 D1 PARIKH STEVENS ARCHITECTS 2016 JOB NUMBER: C DATEISSUE 1809/19-041 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 4/01/19SCHEMATIC DESIGN PRELIMINA R Y P L A N S N O T F O R C O N S T R U C T I O N E3.00 ELECTRICAL UNIT PLAN ENLARGEMENTS 1.MOUNT OUTLET NO MORE THAN 12" BELOW COUNTERTOP. 2.CEILING FAN BOX - PROVIDE JUNCTION BOX RATED FOR STRUCTURAL SUPPORT AND USE WITH CEILING FAN. PROVIDE WIRING FOR SEPARATE WALLBOX CONTROL OF FAN SPEED AND LIGHT KIT. FIELD VERIFY REQUIREMENTS WITH OWNER PRIOR TO ANY WORK. 1.THE ELECTRICAL CONTRACTOR SHALL PROVIDE OUTLETS, LIGHTING AND BRANCH CIRCUITS AS REQUIRED IN ACCORDANCE WITH NEC ARTICLE 210. DEVICES QUANTITIES AND LOCATIONS SHALL BE APPROVED BY LOCAL ELECTRICAL INSPECTOR. 1.a.RECEPTACLES SHALL BE PROVIDED FOR WALL SPACES IN EXCESS OF 24" WIDE AND NO POINT OF WALL SPACE SHALL BE FURTHER THAN 6' FROM A RECEPTACLE PER NEC 210-52. 1.b.WALL COUNTERTOP RECEPTACLES SHALL BE PROVIDED FOR WALLS 12" OR WIDER AND NO POINT OF WALL SPACE SHALL BE FURTHER THAN 24" FROM A RECEPTACLE PER NEC 210-52. FIELD VERIFY OUTLET HEIGHTS AND LOCATIONS WITH OWNER TO COMPLY WITH NEC REQUIREMENTS AND ALSO TO ACCOMMODATE SURFACE FINISHES SUCH AS TILE, TRIM AND BACKSPLASHES WHERE POSSIBLE. INSTALL AT LEAST ONE OUTLET FOR PENINSULA AND ISLAND COUNTERTOPS; THIS OUTLET MAY BE INSTALLED NO LESS THAN 12" BELOW COUNTER TOP PER NEC 210.52. 1.c.ACCESSIBILITY - ELECTRICAL DEVICES SHALL BE LOCATED SUCH THAT THEY ARE ACCESSIBLE IN ACCORDANCE WITH ANSI REQUIREMENTS. LOCATE OUTLETS, SWITCHES AND DEVICES BETWEEN ´ AND ´ (TOP OF TOGGLE) FOR UNOBSTRUCTED FORWARD AND SIDE REACH AREAS. FOR OBSTRUCTED AREAS THE FORWARD REACH SHALL NOT EXCEED ´ AND WHERE OVER ´ THE HEIGHT SHALL BE LIMITED TO ´ PER ANSI 308.2. FOR OBSTRUCTED AREAS THE SIDE REACH SHALL NOT EXCEED ´ AND WHERE OVER ´ THE HEIGHT SHALL BE LIMITED TO ´ PER ANSI 308.3. AT LEAST ONE OUTLET SHALL BE INSTALLED A MINIMUM OF ´ FROM THE CORNER OF A KITCHEN WORK SURFACE OR AS REQUIRED TO MEET THE OBSTRUCTED SIDE REACH REQUIREMENT. 2.KITCHEN OVEN/RANGE AND ANY ELECTRIC DRYER SHALL BE SUPPLIED BY A 4-WIRE RECEPTACLE AND CONNECTED TO THE BRANCH CIRCUIT EQUIPMENT GROUND CONDUCTOR PER NEC ARTICLE 250.140. 2.a.OVEN BRANCH CIRCUIT SHALL BE MINIMUM 3#6,#10G,1"C FOR 50A (OR 3#8,#10G,1"C FOR 40A) COPPER. 2.b.DRYER BRANCH CIRCUIT SHALL BE MINIMUM 3#10,#10G,3/4"C COPPER. 3.FIELD VERIFY FINAL LOCATION AND REQUIREMENTS OF HVAC EQUIPMENT WITH PROVIDER. 4.ALL 125-VOLT 15- AND 20-AMPERE RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES IN ACCORDANCE WITH NEC 406.12. 5.ALL BRANCH CIRCUITS (INCLUDING OUTLET, LIGHTING AND SMOKE DETECTORS) SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE PER NEC 210-12. 4.ALL RECEPTACLES IN BATHROOMS, BATHROOMS, GARAGES, EXTERIOR, CRAWL SPACES, UNFINISHED BASEMENTS, LAUNDRY, KITCHENS, DISHWASHERS, AND WITHIN 6 FEET OF ANY SINK, BATHTUB, SHOWER, UTILITY AND WET-BAR SINKS, AND ALL OTHER REQUIRED LOCATIONS SHALL BE GFCI (OR SERVED BY A GFI CIRCUIT BREAKER) PER NEC 210.8(B). THE E.C. SHALL PROVIDE GFCI OUTLETS (OR CIRCUIT BREAKERS) IN ALL LOCATIONS REQUIRED BY THE NEC. PROVIDE GFCI TEST SWITCH (OR GFCI BREAKER) IN READILY ACCESSIBLE LOCATION PER NEC. ALL EXTERIOR RECEPTACLES SHALL BE WEATHER RESISTANT AND ENCLOSED IN A WEATHERPROOF EXTRA DUTY ENCLOSURE WHILE IN USE IN ACCORDANCE WITH NEC 406.9(B). 5.PROVIDE SEPARATE DEDICATED CIRCUITS FOR BATHROOM RECEPTACLE OUTLETS IN ACCORDANCE WITH NEC 210.11(C)(3). 6.ALL EXTERIOR RECEPTACLES SHALL BE WEATHER RESISTANT PER NEC 406.9 AND ENCLOSED IN A WEATHERPROOF ENCLOSURE WHILE IN USE. 7.FIELD VERIFY FINAL LOCATION OF PANELBOARDS WITH OWNER PRIOR TO ROUGH-IN. LOCATE PANELBOARD SUCH THAT WORKING CLEARANCE IS MAINTAINED IN ACCORDANCE WITH NEC 110. FIELD VERIFY FINAL LOCATION AND COORDINATE WITH OTHER TRADES. 8.FIXTURES IN CLOTHES CLOSETS SHALL BE COMPLY WITH NEC 410.16 REGARDING DISTANCES FROM STORAGE AREAS AND TYPE OF FIXTURE. ALL LAMPS SHALL BE ENCLOSED; FIXTURES WITH EXPOSED LAMPS ARE NOT PERMITTED. 9.LIGHTING WITHIN DWELLING UNITS SHALL HAVE 75 PERCENT OR MORE OF THE PERMANENTLY INSTALLED INTERIOR LIGHT FIXTURES FITTED WITH HIGH-EFFICACY LAMPS. 10.COMMUNICATION SYSTEMS - PROVIDE COMPLETE COMMUNICATION SYSTEMS WIRING AND DEVICES AS REQUIRED FOR TELEPHONE, DATA, INTERNET, SATV, CATV SERVICES. 10.a.FIELD VERIFY FINAL QUANTITY, LOCATION, AND REQUIREMENTS OF ALL TELEPHONE, DATA, INTERNET AND TV DEVICE JACKS AND OUTLETS WITH OWNER. 10.b.COMMUNICATION BOX - FOR EACH UNIT IN THE WALK-IN CLOSET PROVIDE 12" x 14" x 4" FLUSH MOUNTED WALL BOX FOR ALL COMMUNICATION CABLES (TELEPHONE, DATA, INTERNET, SATV, CATV) AS REQUIRED TO ACCOMMODATE SEPARATE SERVICE FROM EACH PROVIDER. PROVIDE A PHONE TERMINAL BOX AND COAX SPLITTER TO ACCOMMODATE THE NUMBER OF PHONE/DATA AND TV DEVICES PLUS ONE SPARE FOR EACH. PROVIDE A DEDICATED CIRCUIT AND 4-PLEX OUTLET INSIDE BOX. 10.c.IF COMPLETE COMMUNICATION SERVICES ARE NOT FULLY INSTALLED DURING CONSTRUCTION, PROVIDE RACEWAY OR COORDINATE WITH G.C. SUCH THAT SERVICE PROVIDER CABLES MAY BE INSTALLED AFTER CONSTRUCTION IS COMPLETE. 11.CEILING FAN BOXES - PROVIDE ADD ALTERNATE TO INSTALL JUNCTION BOX RATED FOR STRUCTURAL SUPPORT AND USE WITH CEILING FAN IN BEDROOMS. PROVIDE WIRING FOR SEPARATE WALLBOX CONTROL OF FAN SPEED AND LIGHT KIT. FIELD VERIFY REQUIREMENTS WITH OWNER PRIOR TO ANY WORK. 12.PROVIDE SMOKE DETECTORS THROUGHOUT UNIT AS REQUIRED IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL CODE REQUIREMENTS. INSTALL DETECTOR IN EACH ROOM THAT MAY BE USED FOR SLEEPING AND ALL HALLWAYS LEADING TO SLEEPING ROOM. PROVIDE ADDITIONAL DETECTORS ON NON-CONTINUOUS PLANE CEILINGS AS REQUIRED. 13.PROVIDE A CO DETECTOR AND ALARM WITHIN 15 FEET OF ALL ROOMS USED FOR SLEEPING PURPOSES AND INSTALL IN ACCORDANCE WITH STATE LAW AND LOCAL CODES. 14.VERIFY FAN COIL AND CONDENSING UNIT SIZE. 15.PROVIDE CONDUIT IN WALL FOR HIGH TV LOCATIONS. 16.IN BATHROOMS, SIDE WALL MOUNTED RECEPTACLES MUST BE CENTERED A MINIMUM OF 18" FROM THE INSIDE GB CORNER AT CONTINUOUS SIDE WALL CONDITIONS, WHERE SIDE WALL RECEPTACLE IS THE ONLY RECEPTACLE IN THE BATHROOM. BACK WALL MOUNTED RECEPTACLES MUST BE CENTERED A MINIMUM OF 12" FROM INSIDE GB CORNER AT ADJACENT CONTINUOUS WALL CONDITIONS, WHERE BACK WALL RECEPTACLE IS THE ONLY RECEPTACLE IN THE BATHROOM. XX GENERAL NOTES KEYED NOTES 1 UNIT 2BR-1 - ELECTRICAL 1/4" = 1'-0"SCALE:2 UNIT 2BR-2 - ELECTRICAL 1/4" = 1'-0"SCALE:PANDW 3 UNIT 2BR-3 ELECTRICAL 1/4" = 1'-0"SCALE: 12 COMM 30 BOX 10 2 F1 14 24 D W 20,22 GFI 9DW GFI 14 14CATV UNIT PANEL GD 4 HOOD 11 MW OVEN 1,35 AC GFIREF 6 EF 1 10 P1 P1 P1 GFI 7 1 7 GFI 14 12 CATV C1 12 12 14 14 C3 2 F1 16 16 EF 1 SH 16 16 CATV 16 16 14 12 16 1613AC GFI 5 AC GFI V1 14 14 EF 1 SH 8 AC GFIV1 WH 26 K 10 10 GFI 16 16 5AC GFI 5AC GFI 7AC GFI 12 12 WP GFI WS2 12 C2 D1 D1 10 D1 D1 D1 D1 10 12 10 10 12 COMM 30 BOX 10 2 F1 14 24 D W 20,22 GFI 9DW GFI 14 CATV UNIT PANEL GD 4 HOOD MW OVEN 1,3 5 AC GFIREF 6 P1 GFI 7 1 7 GFI 14 12 CATV C1 14 14 C3 2 F1 16 16 EF 1 SH 16 16 CATV 16 16 14 16 14 14 SH V1 WH 26 K 10 GFI 16 5AC GFI 5AC GFI 7AC GFI D1 D1 D1 D1 D1 V1 12 WP GFI WS2 12 C3 10 16 16 10 12 12 P1 P1 D1 10 10 10 10 12 COMM 30 BOX 10 2 F1 14 24 D W 20,22 GFI 9 DW GFI 14 14 CATV UNIT PANEL GD4 HOOD 11 MW OVEN 1,3 5 AC GFI REF 6 EF 1 10 P1P1P1 GFI 7 1 7 GFI 14 12 CATVC1 1212 14 14 C3 2 F1 16 16 EF 1 SH 16 16 CATV 16 16 14 12 16 16 13AC GFI 5 AC GFI V1 14 14 EF 1 SH 8AC GFI V1 WH 26 K 1010 GFI 16 16 5 AC GFI 5 AC GFI 7 AC GFI 12 12WP GFI WS2 12 C2 D1 D1 10 D1D1 D1 D1 10 12 10 10 PARIKH STEVENS ARCHITECTS 2016 JOB NUMBER: C DATEISSUE 1809/19-041 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 4/01/19SCHEMATIC DESIGN PRELIMINA R Y P L A N S N O T F O R C O N S T R U C T I O N E3.01 ELECTRICAL UNIT PLAN ENLARGEMENTS 1.MOUNT OUTLET NO MORE THAN 12" BELOW COUNTERTOP. 2.CEILING FAN BOX - PROVIDE JUNCTION BOX RATED FOR STRUCTURAL SUPPORT AND USE WITH CEILING FAN. PROVIDE WIRING FOR SEPARATE WALLBOX CONTROL OF FAN SPEED AND LIGHT KIT. FIELD VERIFY REQUIREMENTS WITH OWNER PRIOR TO ANY WORK. 1.THE ELECTRICAL CONTRACTOR SHALL PROVIDE OUTLETS, LIGHTING AND BRANCH CIRCUITS AS REQUIRED IN ACCORDANCE WITH NEC ARTICLE 210. DEVICES QUANTITIES AND LOCATIONS SHALL BE APPROVED BY LOCAL ELECTRICAL INSPECTOR. 1.a.RECEPTACLES SHALL BE PROVIDED FOR WALL SPACES IN EXCESS OF 24" WIDE AND NO POINT OF WALL SPACE SHALL BE FURTHER THAN 6' FROM A RECEPTACLE PER NEC 210-52. 1.b.WALL COUNTERTOP RECEPTACLES SHALL BE PROVIDED FOR WALLS 12" OR WIDER AND NO POINT OF WALL SPACE SHALL BE FURTHER THAN 24" FROM A RECEPTACLE PER NEC 210-52. FIELD VERIFY OUTLET HEIGHTS AND LOCATIONS WITH OWNER TO COMPLY WITH NEC REQUIREMENTS AND ALSO TO ACCOMMODATE SURFACE FINISHES SUCH AS TILE, TRIM AND BACKSPLASHES WHERE POSSIBLE. INSTALL AT LEAST ONE OUTLET FOR PENINSULA AND ISLAND COUNTERTOPS; THIS OUTLET MAY BE INSTALLED NO LESS THAN 12" BELOW COUNTER TOP PER NEC 210.52. 1.c.ACCESSIBILITY - ELECTRICAL DEVICES SHALL BE LOCATED SUCH THAT THEY ARE ACCESSIBLE IN ACCORDANCE WITH ANSI REQUIREMENTS. LOCATE OUTLETS, SWITCHES AND DEVICES BETWEEN ´ AND ´ (TOP OF TOGGLE) FOR UNOBSTRUCTED FORWARD AND SIDE REACH AREAS. FOR OBSTRUCTED AREAS THE FORWARD REACH SHALL NOT EXCEED ´ AND WHERE OVER ´ THE HEIGHT SHALL BE LIMITED TO ´ PER ANSI 308.2. FOR OBSTRUCTED AREAS THE SIDE REACH SHALL NOT EXCEED ´ AND WHERE OVER ´ THE HEIGHT SHALL BE LIMITED TO ´ PER ANSI 308.3. AT LEAST ONE OUTLET SHALL BE INSTALLED A MINIMUM OF ´ FROM THE CORNER OF A KITCHEN WORK SURFACE OR AS REQUIRED TO MEET THE OBSTRUCTED SIDE REACH REQUIREMENT. 2.KITCHEN OVEN/RANGE AND ANY ELECTRIC DRYER SHALL BE SUPPLIED BY A 4-WIRE RECEPTACLE AND CONNECTED TO THE BRANCH CIRCUIT EQUIPMENT GROUND CONDUCTOR PER NEC ARTICLE 250.140. 2.a.OVEN BRANCH CIRCUIT SHALL BE MINIMUM 3#6,#10G,1"C FOR 50A (OR 3#8,#10G,1"C FOR 40A) COPPER. 2.b.DRYER BRANCH CIRCUIT SHALL BE MINIMUM 3#10,#10G,3/4"C COPPER. 3.FIELD VERIFY FINAL LOCATION AND REQUIREMENTS OF HVAC EQUIPMENT WITH PROVIDER. 4.ALL 125-VOLT 15- AND 20-AMPERE RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES IN ACCORDANCE WITH NEC 406.12. 5.ALL BRANCH CIRCUITS (INCLUDING OUTLET, LIGHTING AND SMOKE DETECTORS) SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE PER NEC 210-12. 4.ALL RECEPTACLES IN BATHROOMS, BATHROOMS, GARAGES, EXTERIOR, CRAWL SPACES, UNFINISHED BASEMENTS, LAUNDRY, KITCHENS, DISHWASHERS, AND WITHIN 6 FEET OF ANY SINK, BATHTUB, SHOWER, UTILITY AND WET-BAR SINKS, AND ALL OTHER REQUIRED LOCATIONS SHALL BE GFCI (OR SERVED BY A GFI CIRCUIT BREAKER) PER NEC 210.8(B). THE E.C. SHALL PROVIDE GFCI OUTLETS (OR CIRCUIT BREAKERS) IN ALL LOCATIONS REQUIRED BY THE NEC. PROVIDE GFCI TEST SWITCH (OR GFCI BREAKER) IN READILY ACCESSIBLE LOCATION PER NEC. ALL EXTERIOR RECEPTACLES SHALL BE WEATHER RESISTANT AND ENCLOSED IN A WEATHERPROOF EXTRA DUTY ENCLOSURE WHILE IN USE IN ACCORDANCE WITH NEC 406.9(B). 5.PROVIDE SEPARATE DEDICATED CIRCUITS FOR BATHROOM RECEPTACLE OUTLETS IN ACCORDANCE WITH NEC 210.11(C)(3). 6.ALL EXTERIOR RECEPTACLES SHALL BE WEATHER RESISTANT PER NEC 406.9 AND ENCLOSED IN A WEATHERPROOF ENCLOSURE WHILE IN USE. 7.FIELD VERIFY FINAL LOCATION OF PANELBOARDS WITH OWNER PRIOR TO ROUGH-IN. LOCATE PANELBOARD SUCH THAT WORKING CLEARANCE IS MAINTAINED IN ACCORDANCE WITH NEC 110. FIELD VERIFY FINAL LOCATION AND COORDINATE WITH OTHER TRADES. 8.FIXTURES IN CLOTHES CLOSETS SHALL BE COMPLY WITH NEC 410.16 REGARDING DISTANCES FROM STORAGE AREAS AND TYPE OF FIXTURE. ALL LAMPS SHALL BE ENCLOSED; FIXTURES WITH EXPOSED LAMPS ARE NOT PERMITTED. 9.LIGHTING WITHIN DWELLING UNITS SHALL HAVE 75 PERCENT OR MORE OF THE PERMANENTLY INSTALLED INTERIOR LIGHT FIXTURES FITTED WITH HIGH-EFFICACY LAMPS. 10.COMMUNICATION SYSTEMS - PROVIDE COMPLETE COMMUNICATION SYSTEMS WIRING AND DEVICES AS REQUIRED FOR TELEPHONE, DATA, INTERNET, SATV, CATV SERVICES. 10.a.FIELD VERIFY FINAL QUANTITY, LOCATION, AND REQUIREMENTS OF ALL TELEPHONE, DATA, INTERNET AND TV DEVICE JACKS AND OUTLETS WITH OWNER. 10.b.COMMUNICATION BOX - FOR EACH UNIT IN THE WALK-IN CLOSET PROVIDE 12" x 14" x 4" FLUSH MOUNTED WALL BOX FOR ALL COMMUNICATION CABLES (TELEPHONE, DATA, INTERNET, SATV, CATV) AS REQUIRED TO ACCOMMODATE SEPARATE SERVICE FROM EACH PROVIDER. PROVIDE A PHONE TERMINAL BOX AND COAX SPLITTER TO ACCOMMODATE THE NUMBER OF PHONE/DATA AND TV DEVICES PLUS ONE SPARE FOR EACH. PROVIDE A DEDICATED CIRCUIT AND 4-PLEX OUTLET INSIDE BOX. 10.c.IF COMPLETE COMMUNICATION SERVICES ARE NOT FULLY INSTALLED DURING CONSTRUCTION, PROVIDE RACEWAY OR COORDINATE WITH G.C. SUCH THAT SERVICE PROVIDER CABLES MAY BE INSTALLED AFTER CONSTRUCTION IS COMPLETE. 11.CEILING FAN BOXES - PROVIDE ADD ALTERNATE TO INSTALL JUNCTION BOX RATED FOR STRUCTURAL SUPPORT AND USE WITH CEILING FAN IN BEDROOMS. PROVIDE WIRING FOR SEPARATE WALLBOX CONTROL OF FAN SPEED AND LIGHT KIT. FIELD VERIFY REQUIREMENTS WITH OWNER PRIOR TO ANY WORK. 12.PROVIDE SMOKE DETECTORS THROUGHOUT UNIT AS REQUIRED IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL CODE REQUIREMENTS. INSTALL DETECTOR IN EACH ROOM THAT MAY BE USED FOR SLEEPING AND ALL HALLWAYS LEADING TO SLEEPING ROOM. PROVIDE ADDITIONAL DETECTORS ON NON-CONTINUOUS PLANE CEILINGS AS REQUIRED. 13.PROVIDE A CO DETECTOR AND ALARM WITHIN 15 FEET OF ALL ROOMS USED FOR SLEEPING PURPOSES AND INSTALL IN ACCORDANCE WITH STATE LAW AND LOCAL CODES. 14.VERIFY FAN COIL AND CONDENSING UNIT SIZE. 15.PROVIDE CONDUIT IN WALL FOR HIGH TV LOCATIONS. 16.IN BATHROOMS, SIDE WALL MOUNTED RECEPTACLES MUST BE CENTERED A MINIMUM OF 18" FROM THE INSIDE GB CORNER AT CONTINUOUS SIDE WALL CONDITIONS, WHERE SIDE WALL RECEPTACLE IS THE ONLY RECEPTACLE IN THE BATHROOM. BACK WALL MOUNTED RECEPTACLES MUST BE CENTERED A MINIMUM OF 12" FROM INSIDE GB CORNER AT ADJACENT CONTINUOUS WALL CONDITIONS, WHERE BACK WALL RECEPTACLE IS THE ONLY RECEPTACLE IN THE BATHROOM. XX GENERAL NOTES KEYED NOTES DWPAN DW 1 UNIT 2BR TYPE A - ELECTRICAL 1/4" = 1'-0"SCALE:2 UNIT 2BR-4 - ELECTRICAL 1/4" = 1'-0"SCALE: 3 UNIT 3BR ELECTRICAL 1/4" = 1'-0"SCALE: COMM 30 BOX 10 2 F1 14 24 D W 20,22 GFI 9 DW GFI 14 14 CATV UNIT PANEL GD4 HOOD 11 MW OVEN 1,3 5 AC GFI REF 6 EF 1 10 P1 GFI 7 1 7 GFI 14 12 CATVC1 12 12 14 14 C3 2 F1 16 16 EF 1 SH 16 16 CATV 16 16 14 12 16 13AC GFI 5 AC GFI V1 14 14 EF 1 SH 8AC GFI V1 WH 26 K 1010 GFI 16 16 5 AC GFI 5 AC GFI 7 AC GFI 12 12WP GFI WS2 12 C2 D1 10 D1D1 D1 D1 10 12 10 10 16 12 12 P1 P1 12 COMM 30 BOX 10 2 F1 24 D W 20,22GFI 14 CATV UNIT PANEL 5 AC GFIREF 6 EF 1 10 P1GFI7 1 7 GFI 14 12 CATV C1 1214 14 2 F1 16 16 EF 1 SH 16 16 CATV 16 14 16 WH 26 K 10 GFI 16 D1 D1 D1 V1 12 WP GFIWS2 12 10 12 10 10 10 14 16 16 10 P1 P1 D1 D1 7 HOOD 11 MW OVEN 1,3 9 DW GFI GD 4 5 10 COMM 30 BOX 10 2 F1 14 24 D W 20,22 GFI 14 CATV UNIT PANEL EF 1 10 C1 12 12 14 14 C3 2 F1 16 16 EF 1 SH 16 16 CATV 16 18 1613 AC GFI V1 14 14 EF 1 SH 8 AC GFI V1 WH 26 10 GFI 16 16 12 WP GFI WS212 C2 10 10 16 C3 10 14 1414 18 CATV 18 182 F1 18 18 18 18 12 12 12 12CATV P1P1P1 GFI 7 1 7 GFI 9DW GFI GD 4 HOOD 11 MW OVEN 1,35 AC GFIREF 6 5 AC GFI 5AC GFI 5AC GFI 7AC GFI D1 D1 D1 D1 D1 D1 10 10 12 PARIKH STEVENS ARCHITECTS 2016 JOB NUMBER: C DATEISSUE 1809/19-041 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 4/01/19SCHEMATIC DESIGN PRELIMINA R Y P L A N S N O T F O R C O N S T R U C T I O N E3.02 ELECTRICAL UNIT PLAN ENLARGEMENTS 6' MAX 6' MAX 6' MAX 6' MAX 12" MAX 12' MAX 6' MAX FIXED GLASS PANEL 6' MAX 2' MIN 6' MAX 12' MAX 6' MAX 6' MAX 6' MAX FIXED GLASS PANEL 36" MIN STANDARD 24" DEEP COUNTER AND BASE CABINETS AT LEAST ONE ELECTRICAL OUTLET ON WALLS OVER CABINETS MUST BE ACCESSIBLE IN EACH AREA AND BE INSTALLED A MINIMUM OF 36" FROM CORNER ELECTRICAL OUTLET AND SWITCHED MOUNTED MAXIMUM 46" AFF 46" MAX 24" MAX 36" MAX CABINET WITH NO KNEESPACE USER IN A POSITION PARALLEL TO CABINET FOR A SIDE REACH TO CONTROL OR OUTLET 6' MAX 6' MAX NOTES: 1.ADD LENGTH OF EXTENSION IF KITCHEN EQUIPMENT EXTENDS BEYOND 24". 2.IF APPLIANCE PROTRUDES INTO REQUIRED CLEAR FLOOR SPACE, RELOCATE CENTER LINE OF OUTLET 12" MIN FROM FACE OF PROTRUDING APPLIANCE EQUIPMENT EXTENSION NOTE 1 NOTE 2 NOTE 2 PROTRUDING APPLIANCE 30" X 48" MIN. CLEAR FLOOR SPACE AT OUTLET 25 1 2" DEEP COUNTERTOP - MAXIMUM DEPTH ALLOWED BY FHADM ANSI 308.3.2 CLEARANCE REQUIREMENTSFHA CHAPTER 5 CLEARANCE REQUIREMENTS GFI ACGFI AC GFI GFI GFI AC GFI AC GFI AC REF 3' MAX 2' MAX 4' MAX 20" MIN 1' MIN OUTLET WITHIN 2' FROM SINK 2' MAX GFI AC 2' MAX 2' MAX RECEPTACLE TO BE INSTALLED NO MORE THAN 12" BELOW COUNTERTOP AND LOCATED WHERE THE COUNTERTOP EXTENDS NO MORE THAN 6" BEYOND ITS SUPPORT 1' MIN GFI AC1' MIN 4' MAX NOTE 1 & 2 NOTE 3 NOTE 4 NOTES: 1.36" MIN DIMENSION FROM INSIDE CORNER PER FAIR HOUSING ACT REQUIREMENTS. 2.OTHER ELECTRICAL DEVICES ( , ) SHALL ALSO BE MOUNTED A MINIMUM OF 36" FROM AN INSIDE CORNER. 3.ACCESSIBLE SIDEWALL MOUNTED OUTLETS, SWITCHES OR OTHER DEVICES LOCATION SHOULD NOT BE MORE THE 12" FROM THE FRONT OF COUNTER IN KITCHENS AND BATHROOMS. 4.ACCESSIBLE OUTLET LOCATION SHOULD BE MORE THAN 12" FROM END WALL, REFRIGERATOR OR OTHER OBSTRUCTION. 5.SWITCHES, OUTLETS OR OTHER DEVICES ABOVE THE COUNTERS TO BE MOUNTED AT 44" A.F.F. MAX. HORIZONTALLY TO TOP OF BOX. PROVIDE GFI TEST SWITCH IN READILY ACCESSIBLE LOCATION OR COMBINATION ARC-FAULT/GFI BREAKER PER NEC PROVIDE OUTLETS ALONG FLOOR LINE WHERE ADJACENT ROOM USE REQUIRES 6'/12' OUTLET SPACING RULES PER NEC 1.TOP OF SWITCHES IN ON-POSITION NOT TO EXCEED 48" AFF, AND IF OVER COUNTERTOP, NOT TO EXCEED 44" AFF. 2.BOTTOM OF OUTLETS MUST BE MINIMUM 15" AFF. CENTERLINE OF TOP OUTLET OF DUPLEX OVER COUNTERTOPS NOT TO EXCEED MAX. 46" AFF. 3.WALL MOUNTED FIXTURES PROJECTING MORE THAN 4" FROM WALL MUST HAVE MINIMUM 80" VERTICAL CLEARANCE. 4.THERMOSTATS TO BE MOUNTED NO MORE THAN 48" TO TOP OF CONTROL. 5.SIDE WALL MOUNTED BATHROOM OUTLETS ABOVE COUNTERTOPS TO BE CENTERED MINIMUM OF 18" FROM INSIDE CORNER. 6.PANEL WITH BREAKERS, AFI OR GFI TEST SWITCHES REQUIRED TO BE ACCESSIBLE SHALL BE INSTALLED IN ACCESSIBLE LOCATIONS. 1 NTSSCALE:2 NTSSCALE: ACCESSIBILITY DETAILS 3 NTSSCALE:4 NTSSCALE:5 NTSSCALE: DWELLING UNIT RECEPTACLES SERVING COUNTERTOP SPACESSAMPLE BEDROOM NEC SPACING RULESSAMPLE LIVING ROOM NEC SPACING RULES PARIKH STEVENS ARCHITECTS 2016 JOB NUMBER: C DATEISSUE 1809/19-041 AVON APARTMENTS POST BOULEVARD & EAST BEAVER CREEK BOULEVARD AVON, CO 81620 4/01/19SCHEMATIC DESIGN PRELIMINA R Y P L A N S N O T F O R C O N S T R U C T I O N E3.03 ELECTRICAL UNIT PLAN ENLARGEMENTS