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Land Use Case.559 Race Ally.0058.2014.ASLU
THE CITY OF .ASPEN City of Aspen Community Development Department CASE NUMBER 0058.2014.ASLU PARCEL ID NUMBERS 273707392003 PROJECTS ADDRESS 0559 RACE ALLEY PLANNER JONATHAN HAYDEN CASE DESCRIPTION RESIDENTIAL DESIGN REVIEW REPRESENTATIVE CHARLES CUNNIFFE ARCHITECTS DATE OF FINAL ACTION 6.30.14 CLOSED BY ANGELA SCOREY ON: 7.2.14 0050.2014.ASLU 8559 RACE Ally RESIDENTIAL DESIGN REVIEW 2737 07 392 003 r } 17 .2, 1(lirt £1*(3. ' x l ... 2737 · 07 · 392.003 coiD ·2014·. Ag LL,1 Permits g 1 - file Edit Record Navigate *m Repols Format Iab Belp 4 . I 0 8 A Jumpl b i ... 0, /4 1 ~~ E: - e 4 ...4 , 91 4 A L., - .:, 6 .. ~ U li dj RU] Custom field' Routjng Status Fee Summar* 8ctions Routing Mistory i 4 6, 1 Permit type laslu .Aspen Land Use |Permit# |0050.2014.ASLU Address |0559 RACE ALY Ap®uite 1 1 City IASPEN State {CO . Zip I81611 Permit Information ~ Master permit I Routing queue aslu07 | Applied 105·29/2014 i Projed St*S Pending -Approved | Description APPLICATION FOR RESIDENTIAL DESIGN REVIEW Issued | ~ Ciosed: Final 1 481 Submitted :RYANAT CUNNIFFEE 925 5590 | clock liGil Dayq I 0~ Expires ~05/24:2016 - ~ ~ov,•TIE Last name IFOX CROSSING AH UC ] Brst name IPO BOX 4066 |ASPEN CO 81612 I Phone 19701925-2619 Address | Applicant ® owner is applicant? D Contrador is applicant? E.;31 Lastname IFOX CROSSING AH: LLC First name ~PO BOX 4068 ASPEN CO 81612 Phone M970} 925-2619 Cust # I29637 | Addre« 1 ,i Lender First name : ' k i Last name : i Phone 4 1 - 1 Address 1 1 2 ~ Displays the permit owner's jull address AspenGold5 (server angelas ~-1 ~f1 * =-- ck + 1019 , UA-'s *GS© · es A-r 4-+ 362.5-7 saiON '12' no xoglooll ~ sdi,oij go_LI , Jon,+Ap- ·. -~d-- AFFIDAVIT OF PUBLIC NOTICE REQUIRED BY SECTION 26.304.070 AND CHAPTER 26.306 ASPEN LAND USE CODE ADDRESS OF PROPERTY: ~,4 Aspen, CO STATE OF COLORADO ) County of Pitkin ) I, An-1 -04 5 9.KI-+,7 (name, please print) being or representing an Applicant to the City o f Aspen, Colorado, hereby personally certify that I have complied with the public notice requirements of Section 26.304.060 (E) or Section 26.306.010 (E) of the Aspen Land Use Code in the following manner: Publication ofnotice: By the publication in the legal notice section of an official paper or a paper of general circulation in the City o f Aspen no later than fourteen (14) days after final approval of a site specific development plan. A copy of the publication is attached hereto. Publication ofnotice. By the publication in the legal notice section of an. official paper or a paper of general circulation in the City of Aspen no later than fifteen (15) days after an Interpretation has been rendered. A copy of the publication is attached hereto. 94--74L 6 Signature The foregoing "Affidavit of Notice" was acknowledged before me this•~ day of VLC- , 2084, by Aywl €fe Sce·/€4~ - WITNESS MY HAND AND OFFICIAL SEAL PUBLIC NOTICE of DEVELOPMENT APPROVAL My commission expires: C>l ~85-~2>4 G Notice is hereby given to the general public of the approval of a site specific development plan, and the creation of a vested properly right pursuant to the Land Use Code of the City of Aspen and Title 0 -LEL 24, Article 68, Colorado Revised Statutes, pertain- ing to the following described property: Fox Cross- ing Lot 3, commonly known as 559 Race Alley, As- pen, Colorado 81611, by order of the Community NotarA'ublic Development Directoron June 20,2014. The Ap plicant, Fox Crossing AH, LLC, received approval of a residential design standards variance to per- AL 0.5 the house and to exceed width regulations. Addi- i » mit a proposed garage on the street-facing fagade to be flush wim the front-most street-facing wall of tionally. an administrative determination that the ATTACIIMENTS: ... / south lot line is the front lot line was memorialized in this approval. For further information, contact -1.. tri f F 9, Jonathan Hayden, at the City of Aspen Community Development Dept., 130 S. Gatena St. Aspen, Col- COPY OF THE PUBLICATION .,4 40 - --1.. f j 4,4. :5 : · 2 •e I 2-4 t. orado (970) 429-2755. s/ City of Aspen Publish in The Aspen Times on June 26,2014 (10306735) r DEVELOPMENT ORDER ofthe City of Aspen Community Development Department This Development Order, hereinafter "Order", is hereby issued pursuant to Section 26.304.070, "Development Orders", and Section 26.308.010, "Vested Property Rights", of the City of Aspen Municipal Code. This Order allows development of a site specific development plan pursuant to the provisions of the land use approvals, described herein. The effective date of this Order shall also be the initiation date of a three-year vested property right. The vested property right shall expire on the day after the third anniversary of the effective date of this Order, unless a building permit application submittal is accepted and deemed complete by the Chief Building Official, pursuant to Section 26.304.075, or unless an exemption, extension, reinstatement, or a revocation is issued by City Council pursuant to Section 26.308.010. After Expiration of vested property rights, this Order shall remain in full force and effect, excluding any growth management allotments granted pursuant to Section 26.470, but shall be subject to any amendments to the Land Use Code adopted since the effective date of this Order. This Development Order is associated with the property noted below for the site specific development plan as described below. FOX CROSSING AH. LLC, PO BOX 4068, Aspen, CO 81612 Property Owner's Name, Mailing Address and telephone number Fox Crossing Lot 3, commonly known as 559 Race Alley, Aspen, Colorado 81611 Legal Description and Street Address o f Subj ect Property Applicant received approval of a residential design standards variance to permit a proposed garage on the street-facing facade to be flush with the front-most street-facing wall of the house and to exceed width regulations. Additionally, an administrative determination that the south lot line is the front lot line was memorialized in this approval. Written Description of the Site Specific Plan and/or Attachment Describing Plan Administrative Approval, 6/20/14 Land Use Approval(s) Received and Dates (Attach Final Ordinances or Resolutions) June 26, 2014 Effective Date of Development Order (Same as date of publication of notice of approval.) June 27,2017 Expiration Date of Development Order (The extension, reinstatement, exemption from expiration and revocation may be pursued in accordance with Section 26.308.010 of the City of Aspen Municipal Code.) Issued this 208 day of June 2014, by the City of Aspen Community Development gixector. /1 n C \VAARAA, »/UVU Vul Chris Bendon, Community Development Director RECEPTIr-U 611280,06/20/2014 at 03:34:561 1 OF 4, R $26.00 Doc Code APPROVAL Janice K. Vos Caudill, Pitkin County, CO NOTICE OF APPROVAL For a Residential Design Standards Design Variance and Administrative Determination for Fox Crossing Lot 3, commonly known as 559 Race Alley Parcel ID No.: 2737-073-92-003 APPLICANT: FOX CROSSING AH, LLC PO BOX 4068 Aspen, CO 81612 SUBJECT & SITE OF AMENDMENT: 559 Race Alley Aspen CO, 81611 SUMMARY: The applicant is requesting an administrative variance to permit the proposed garage on the street-facing fa¢ade to 1) be flush with the front-most street-facing wall of the house; and 2) exceed width regulations. Additionally, a determination of which lot line is the front lot line is being memorialized in this request. BACKGROUND: This property is located within the R-6 zone district, in the Fox Crossing subdivision. In 2007, applicant was granted a building permit that allowed for a driveway alignment that overlapped with an existing trail easement. Applicant completed the building foundation before putting the project on hold during the Great Recession. In 2013, applicant applied for a building permit to resume work, but the City's engineering department determined that the planned driveway alignment was no longer permissible. Given the existing foundation and unique "flagpole"layout of lot, applicant was left with limited options for a redesign. In order to avoid the trail easement, applicant proposes a configuration that includes a garage that does not comply with Residential Design Standards 26.410.020(D)(2)(a) and 26.410.020(D)(2)(b), necessitating a variance. CURRENT PROPOSAL: The applicant proposes a house with a street-facing garage that is flush with the front-most wall of the house and spans the majority of the first-level street-facing fa©ade. This proposal is at odds with two residential design guidelines: • 26.410.020(D)(2)(a): On the street facing fagade(s),the width of the living area on the first floor shall be at least five (5) feet greater than the width of the garage or caiport. • 26.410.020(D)(2)(b): The front fagde of the garage or the front-most supporting column of a carport shall be set back at least ten (10) feet further from the street than the front-most wall of the house. STAFF EVALUATION: A variance from RDS may be approved if one of two criteria is met. The request must either: 1) provide an appropriate pattern of design given the context of the neighborhood and the purpose of the particular standard, or 2) be found necessary for reasons of fairness related to unusual site-specific constraints. The intent of the Residential Design Standards (RDS) at issue is to "minimize the potential for conflicts between pedestrian and automobile traffic by placing parking, garages and carports on alleys or to minimize the presence of garages and 1 carports as a lifeless part of the streetscape where alleys do not exist." Locating garages behind the front-most wall of the house and restricting their width creates a break in a building's massing and provides buildings that are at a more pedestrian friendly scale. Site-Specific Constraints: Three factors make this property uniquely difficult to develop without obtaining some sort of val-iance: 1) a "flagpole" lot shape that limits the location of any driveway to the narrow "pole" of the "flagpole" that connects the rest of the lot to the street; 2) the existing trail easement that runs adjacent to the lot and the "pole" in particular; and 3) the existing foundation that was built before the City's engineering department determined that any driveway alignment overlap with the trail easement is unacceptable. Staff finds that the garage meets the criteria for a variance from the Residential Design Standards because the purpose of the standards has been met and the applicant would otherwise face an undue hardship because of the property's site-specific constraints. In addition, property' s front lot line is not clearly identifiable due to the "flag" shape of the lot. Guidance provided in the land use code does not address this type of lot but notes that "the Community Development Director shall resolve any discrepancies or situations where the foregoing text does not provide definitive clarity by issuance of a recordable administrative determination." While the flagpole shape makes it nearly impossible to create a consistent "fagade line" that conforms to residential design standards, the south lot line-which abuts a pedestrian trail-is the preferred "front" because orientation toward the trail advances the intent of the standards by creating a pedestrian-oriented building frontage where no automobile traffic will be present. DECISION: The Community Development Director finds the request for Administrative Approval for Residential Design Standard Variances, as noted above, to be consistent with the review criteria and thereby, APPROVES the request and memorializes the front lot line to be the south lot line. APPROVED BY' /- f f»/0 c c ' 9 \44< '241 <7 & 4 A \ Chris Bendon, Community Development Director Date Attachments: Exhibit A: Site plan and elevations (Recorded) Exhibit B: Review Criteria (In file) Exhibit C: Application (In File) 2 b*B Er- A 0, \ 1\41 .......EEEIEEIECEEELbIZ6C~/I// 1/ 4 X»f 7-SEMIENT i.f« «fiA 9 -prt>--___- 3 eit * C.L \ 5/ 4 1 / .9114 IKE:17%~L ./ Ef/61 F\4*- L- g t» 1 \ g~- 1.- t --f-- 4 1.-*.-Ge .00. 1 4 10 9-,1 1/2 - tj *426/*97-7- KS,L Z V h «\1 In I> r - A ¢i 9 1 LU g E- j df f / i \ 4 6 1 1 / @ li RACE ALLE¥ 34 / 1112==2*«// \4 /19« \\ 1/ 1 - 1 1 21 \ r \1 In ' U 11; \ /1 1 1 4. 1% ' : 3 4 1 FOX CROSSING CHARLES CUNNIFFE ARCHITECTS 1 LOT 3, HOUSE D AJAX LAND HOLDINGS = ~~ 0559 RACE ALLEY 010 EAST HrMAN Ave I ASPEN. CO 8161 1 1 TEL 9705253590 1 % 970.920.4557 R ASPEN, COLORADO - iNON,1 CM -n¥*,a,•,0 .0 gel All./¥WB. N~9+I¥1 Dil * 00 11%.}4 •01#.. S310N 1VW3N3D A i. Wa P71 <igp:tq~~Upy-]r=4[412 www./unniffecom M~ ini a 121L. I , 1 1.1/ e I la 11/ IM I n r --4 -·r-- ..4~J- . 1, ~ .ALL./Al =..1 1 1 1 11 19 *8,- V . / 11 ,:66~ V 11--" 11 11 Ill L t' LF 1 .-8 C--3 SOUTH EL NATION n WEST ELEVATION Ly y.- - 11-0, G r ~ *Lk-.2«\ % 5 4911~%©LU -.4.- 41 1 1 r- 0 8 m *ford 00 % m: -*----1/X~/19#7#11 1141/* A 1 - ¥ 11 11 It 11 MxiVA| '1810 6. -J,-,-,te=/.-' H•LM* 1~ ~~ =ra'I 'F ~~ r'14~,J r 9 =Fll/~...==I, 14 b ii i, DRAWiNG: nttz F .WG€ 0•Les * 6' 0. 11 11--,1 11 .L.,6, -- Imal 11 ISSUE: CATE: .... I l."OUSE Illl4 i, I[ C__-_I IL 1 1 -P LI-, --11 10 .1, '1.4. 1 -·0 1/4 - 2 NO '325 (j) ~51- ~ELEVATION © 7, 1'-0 SHEETNO NORTH ELEVATION A.03 EXPOSED PERIMETER WALL AREA CALCULATIONS Zew- bt".~1 ,~14,1,10I *11~11,11 91031}HOMV 3331NNrO S318VHO .N* 026 0.£6 2~3 ; 0595 526 01/6 ral I t 19~9 00 NadS¥ ! 3,1VNWUM 1SVe 0.9 SONI010 *FOH *107 PEN. COLORADO Exhibit B Sec. 26.410.020(D)(2)(a) A variance from RDS may be approved i f one of two criteria is met. The request must either: 1. Provide an appropriate pattern of design given the context of the neighborhood and the purpose of the particular standard. Staff Finding: The proposed garage location and orientation advances the intent of the RDS by creating a pedestrian-oriented building frontage where no automobile traffic will be present. In addition, the street-facing fagade's location north and west of a bend iii Race Alley effectively minimizes the presence of the garage. At least two other properties in the subdivision (537 Race Alley and 520 Walnut Street) also contain garages that occupy the majority of the front-most wall on the street-facing fagade, illustrating a neighborhood context that permits such an orientation. -or- 2. Be found necessary for reasons of fairness related to unusual site-specific constraints Staff Finding: Three factors make this property uniquely difficult to develop without obtaining some sort of variance: 1) a "flagpole" lot shape that limits the location of any driveway to the narrow "pole" of the "flagpole" that connects the rest of the lot to the street; 2) the existing trail easement that runs adjacent to the lot and the "pole" in particular; and 3) the existing foundation that was built before the City's engineering department determined that any driveway alignment overlap with the trail easement is unacceptable. Staff finds that the garage meets the criteria for a variance from the Residential Design Standards because the purpose of the standards has been met and the applicant would otherwise face an undue hardship because Of the property' s site-specific constraints. oo@-2014' *LU 0 MAY 2 8 2014 ATTACHMENT 2 -LAND USE APPLICATION CITY OF AbPEN PROJECI': 74'"11&11™ rFWIJ OP„ur Name: Fox Crossing Lot 3 0559 Race Alley Location: (Indicate street address. lot & block number, legal description where appropriate) Parcel ID # (REQUIRED) 273707392003 APPLICANT: Name: Fox Crossing AH LLC Address: PO BOX 4068, Aspen CO 81612 Phone #: 917-796-1947 REPRESENTATIJ'E: Name: Charles Cunniffe Architects, Ryan Walterscheid <c1Rn WQ od nnifte.con Address: 610 E Hyman Ave, Aspen CO 81611 Phone #: 970-925-5590 TYPE OF APPLICATION: (please check all that apply) GMQS Exemption U Conceptual PUD U Temporan' Use GMQS Allotment U Final PUD (& PUD Amendment) U Text/Map Amendment Special Review C] Subdivision U Conceptual SPA ESA - 8()40 Greenline. Stream U Subdivision Exemption (includes U Final SPA (& SPA Margin. Hallani Lake Bluff. condominiumization) Amendment) Mountain View Plane Commercial Design Review U Lot Split U Small Lodge Conversion/ Expansion Residential Design Variance U Lot Line Adjustment U Other: Conditional Use EXISTING CONDITIONS: (description of existing buildings. uses. prei ious approz als. etc.) Foundation and Steel/Concrete Floor Structures in Place, Partial Grading and Backfill PROPOSAL: (description of proposed buildings, uses. modifications. etc,) Single Family Residence, 1 Level Completely Below Grade, 1 Level Partial Walkout, 1 Level at Grade, 1 Level Above Grade Have you attached the following? FEES DIJE: S E1 Pre-Application Conference Summan 8 Attachment #1, Signed Fee Agreement E Response to Attachment #3, Dimensional Requirements Form 61 Response to Attachment #4. Submittal Requirements- Including Written Responses to Review Standards U 3-D Model for large project All plans that are larger than 8.5" X 11" must be folded. A disk with an electric copy of all written text (Microsoft Word Format) must be submitted as part of the application. Large scale projects should include an electronic 3-D model. Your pre-application conference summary will indicate if you must submit a 3-D model. m 29 U U El El El 0050. 20/14. Aul /6#60 V 6 MAY 3 7014 CITY OF ASPEN . H"rl - . &. --I.I. COMMUNITY DEVELOPMENT DEPARTMENT ~ Agreement to Pay Application Fees An agreement between the City of Aspen ("City") and Property FOX CROSSING AH 2 LLC 917-796-1947 Phone No. Owner ("1") Email: Address of 559 Race Alley Billing PO BOX 4068, ASPEN CO 81612 Property: Address. (subject of (send bills here) application) I understand that the City has adopted, via Ordinance No. , Series of 2011, review fees for Land Use applications and the payment of these fees is a condition precedent to determining application completeness. I understand that as the property owner that I am responsible for paying all fees for this development application. For flat fees and referral fees: I agree to pay the following fees for the services indicated. I understand that these flat fees are non-refundable. 0 Select Dept 0 Select Dept $ flat fee for $ flat fee for 0 Select Dept O Select Review $ flat fee for $ flat fee for For deposit cases only: The City and I understand that because of the size, nature or scope of the proposed project, it is not possible at this time to know the full extent or total costs involved in processing the application. 1 understand that additional costs over and above the deposit may accrue. I understand and agree that it is impracticable for City staff to complete processing, review, and presentation of sufficient information to enable legally required findings to be made for project consideration, unless invoices are paid in full. The City and I understand and agree that invoices mailed by the City to the above listed billing address and not returned to the City shall be considered by the City as being received by me. I agree to remit payment within 30 days of presentation of an invoice by the City for such services. I have read, understood, and agree to the Land Use Review Fee Policy including consequences for non-payment. I agree to pay the following initial deposit amounts for the specified hours of staff time. I understand that payment of a deposit does not render an application complete or compliant with approval criteria. If actual recorded costs exceed the initial deposit, I agree to pay additional monthly billings to the City to reimburse the City for the processing of my application at the hourly rates hereinafter stated. $650 2 deposit for hours of Community Development Department staff time. Additional time above the deposit amount will be billed at $325 per hour. $ ~ deposit for I hours of Engineering Department staff time. Additional time above the deposit amount will be billed at $265 per hour. City of Aspen: Property Opiner<~-1,~ 1 1- Chris Bendon Community Development Director Name: Karim Souki Title: Managing Director City Use: 650 Fees Due: $ Received: $ January. 2()13 City of Aspen I 130 S. Galena St. I (970) 920-5090 CITY OF ASPEN RECEIVED PRE-APPLICATION CONFERENCE SUMMARY MAY 2 8 2014 PLANNER: Jim Pomeroy, 429-2745 CITY OF ASPEN DATE: 4/28/14 COMMUNITY DEVELOPMENT PROJECT: Lot 3, Fox Crossing REPRESENTATIVE: Ryan Walterscheid REQUEST: Residential Design Standard (RDS) Variance DESCRIPTION: The applicant plans to build a new house on an existing foundation on Lot 3 of the Fox Crossing Subdivision. Because the project plans on reusing an existing foundation, there are many design challenges for this project and therefore the need for the variances. The applicant is asking for a variance for 2 design standards related to the garage: 26.410.040.C.2.a) - Width of living area compared to garage on the first floor; and 26.410.040.C.2.b) - Garage face needs to be set back 10' from the house front fagade. Staff will accept an application for administrative review. The following two criteria are used in determining the appropriateness of a variance: a. Provide an appropriate design or pattern of development considering the context in which the development is proposed and the purpose of the particular standard. In evaluating the context as it is used in the criteria, the reviewing board may consider the relationship of the proposed development with adjacent structures, the immediate neighborhood setting or a broader vicinity as the board feels is necessary to determine if the exception is warranted; or b. Be clearly necessary for reasons of fairness related to unusual site-specific constraints. If staff cannot support administrative approval, application can be made to the Planning and Zoning Commission. Below are links to the Land Use Application form and Land Use Code for your convenience: Land Use App: http.//wwu .aspenpitkin.con€Portals/0/docs/Citv/Comdev/Apps%20ando/02()Fees/2013%20]and%20use%20an p%20form. pdf Land Use Code: http://www.aspenpitkin.com/Departm ents/Com m unity-DevelopmenUPIanning-and-Zoning/Title-26- Land-Use-Code/ Relevant Land Use Code Section(s): 26.306 Common Development Review Procedures 26.410 Residential Design Standards Review by: Community Development for determination of completeness Public Hearing: Not required, unless P&Z review is deemed necessary ASLU RDS Variance Lot 3, Fox Crossing Parcel ID #273707392003 1 Planning Fees: $650 flat fee for two (2) hours of staff time if handled administratively. Any unbilled portion of this deposit will be refunded at the conclusion of the case. Additional staff hours, if needed, will be billed at $325 per hour. Total Deposit: $650 To apply, submit the following information: ¤ Completed Land Use Application and signed fee agreement. 0 Pre-application Conference Summary. 0 Total deposit for review of the application. ¤ Street address and legal description of the parcel on which development is proposed to occur, consisting of a current (no older than 6 months) certificate from a title insurance company, an ownership and encumbrance report, or attorney licensed to practice in the State of Colorado, listing the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts and agreements affecting the parcel, and demonstrating the owner's right to apply for the Development Application. £ Applicant's name, address and telephone number in a letter signed by the applicant that states the name, address and telephone number of the representative authorized to act on behalf of the applicant. Il HOA Compliance form (Attached) 0 A written description of the proposal and an explanation in written, graphic, or model form of how the proposed development complies with the review standards relevant to the development application. m 2 Copies of the complete application packet and, if applicable, associated drawings. 0 A site improvement survey, no older than a year from submittal, including topography and vegetation showing the current status of the parcel certified by a registered land surveyor by licensed in the State of Colorado. Il An 8 1/2" by 11"vicinity map locating the parcel within the City of Aspen. O A digital copy of the application provided in a pdf file format. ¤ A sketch up model may be required if a public hearing is required. Disclaimer: The foregoing summary is advisory in nature only and is not binding on the City. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. The summary does not create a legal or vested right. 2 Building Department City of Aspen, Coloi~ado November 7, 2013 To Whom It May Concern: As a member of Fox Crossing Al] 2 LLC the entity that owns the property located at 559 Race Alley, and a director of its parent conipany, Ajax Holdings, 1 hereby authorize Ryan Walterscheid, of Charles Cunniffe Arch itects, and Nathan Kaegebein, of Kaegebein Fine Home Building, to represent Fox Crossing AH 2 1.1.C iii dealing with the City of Aspen to obtain a building permit on our behalf. Should you have any questions or concerns, please donor hesitate Contact me. Best regards, <3 9 , //. ./ I- / I. Karim Souki Managing Director Ajax Holdings M.,C Office: (970) 544-0496 Cell: (917) 796-1947 Permit No, 1 ~:*tht,j-bj ¢lf,i-~~iti~ip!,114'',17;111¢4[il?i~~f-~~~ {·put~pi-hE -',s~>3~~M~-13,%-*9 *2'j'- Homeowner Association Compliance Policy All applications for a building permit within the City of Aspen are required to include a certification of compliance with applicable covenants and homeowner association policies. The certification must be signed by the properly owner or Attorney representing the propeity owner. The following certification shall accompany the application for a permit. Subject Property: 0559 RACE ALLEY LOT 3, FOX CROSSING SUBDIVISION I, the properly owner, certify as follows: (pick one) f] This properly is not subject to a homeowners association or other form of private covenant. C] This properly is subject to a homeowners association or private covenant and the improvements proposed in this building permit do not require approval by the homeowners association or covenant beneficiary. R] This property is subject to a homeowners association or private covenant and the improvements proposed in this building permit have been approved by the homeowners association or covenant beneficiary. Evidence of approval is attached. I understand the City of Aspen does not interpret, enforce, or manage the applicability, meaning or effect of private covenants or homeowner association rules or bylaws. I understand that this document is a public document. 1 i i j 1 1 4% date: ;litti) Owner signature: Owner printed name: 04 Attorney signature: date: Attorney printed name: 6-,-ii.--_+,-f·8}*iwlti 1 1 11 - -ff -P--4---L'~--- _,-'5€11,44 - 72.*I'k'I,62£fime'.'-1'I~i-p-,i~itti,~ -1 , 611 - E- _r=-621- -- i --<St 'ame-r -1-r 3 -1- - - - GILLESPIE LAW OFFICES, LLC .,-, ATFORNEYS AND COUNSELORS AT LAW Riverview Plaza, 100 Elk. Run Drive, Suite 129, Basalf, Colorado St 621 Phone: 970.927.6549 / Fax: 970.927,6568 ; Einilil: gillespielawoffices'.tigmail.Coin May 28,2014 VIA US Mail & Email karim.souki©,aiax-holdings.com Fox Crossing 2 H. LLC c/o Ajax Holdings Po Box 4068 Aspen, CO 81612 rvanw©cunniffe.com Ryan Walterscheid LEED AP/Project Architect 610 East Hyman Ave Aspen, CO 81611 ryanw@cunniffe.com RE: SARC Approval of Lot 3 Fox Crossing Plans Dear Fox Crossing 2H. LLC and Mr. Walterscheid: My office represents the Fox Crossing Home Owners Association. This letter shall serve as Fox Crossing HOA SARC approval of the Lot 3 Plans submitted to the SARC on April 29.2014. This approval is conditioned on the agreement of Ajax Holdings, LLC to install 5-10 trees oil the property of 559 Race Alley (Berlin Property) at the Berlin Property's owners designation as further described and agreed to in the letter from Ajax Holdings, LLC dated May 145 2014 (attached).Any further changes or modifications for the April 29 2014 plans shall require additional approval. Sincerely, Gillespie Law Offices, LLC W. Adam Gillespie WAG/kb CC: Gina Berlin, Ron Levin, David Kalinweiler : A 4 IAX »,1 t?HU.'· i o ..4 Adam Gillespie Mayll·, 2014 Dear Mr. Gillespie, 1 am writing to you in your capacity as legal counsel for lhe Honieowner's Association and the SARC ofthe Fox Crossing subdivision. As managing director of Ajax Holdings, the parent company that owns Fox Crossing 2 AH 1,1,C, which in turn owns the properly located at 559 Race Alley, 1 am authorized to enter into an agreement with the HOA. It is my understancling that the primary concern with the redesign ofour property, clue entirely to directives from Aspen City officials, is the impact on tile property owned by Gina Berlin. She and I have spokeli and have come to an understanding. In the interest ofsaving time and money, I i equest that rather than commissioning and presenting a landscape plan to SARC, this letter should serve as a binding commitment for Fox Crossing 2 AH LLC to remedy tile situation based on Giiia's I recommendations, which suggested that a few aspen trees be planted"on Gina's property to screen her clock from the garage located on 559 Race Alley. With Gitia's consent, 1 consulted iny landscape architect who indicated that the cost per tree would be approximately $55(), including installation. Furthermore he indicated, that the space wotild warrant approximately five to ten trees depending on the desired density. Fox Crossing 2 AH LLC will commit to covering tile cost of planting said trees lip lo an amount not to exceed $10,000, at the earliest feasible time (slibject to availability of planting material, appropriate planting conditions, and sufficient access to Gina's property). Given the scope of the work, including Gina's suggestions, quoted cost, and the amount of space available, we feel that this amount will be more than sufficient to rectify the situation, and alleviate any concerns that the SARC may have as it pertains to this issue. This agreement is contingent upon SARC's approval of our design changes, and the expeditious issuance ofletterstatingas much. I f you have any questions or h .1 concerns please do not hesitate Ict nie know. 39 Best ,~~-*-~..#*-2 //,e Karim Souki ' i 1, h .. THE CITY OF AspEN Land Use Application Determination of Completeness Date: June 2,2014 Dear City of Aspen Land Use Review Applicant, We have received your land use application and reviewed it for completeness. The case number and name assigned to this property is 0050.2014. ASLU - 559 Race Alley, Residential Design Standards Variance. , 3'our Land Use Application is incomplete: Please submit the following missing submission items so that we may begin reviewing your application. No review hearings will be scheduled until all of the submission contents listed above have been submitted and are to the satisfaction of the City of Aspen Planner reviewing the land use application. 1) Two copies of the application are required to be submitted. Only one application was submitted. . ~ 2) Proof of Ownership. Street address and legal description of the parcel on which development is proposed to occur, consisting of a current (no older than 6 months) certificate from a title insurance company, an ownership and encumbrance report, or attorney licensed to practice in the State of Colorado, listing the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts and agreements affecting the parcel, and demonstrating the owner' s right to apply for the Development Application. 6/6/1 4 ~3) A digital copy of the application provided in pdf file format. 6/B/14 J Your Land Use Application is complete: If there are not missing items listed above, then your application has been deemed complete to begin the land use review process. Other submission items may be requested throughout the review process as deemed necessary by the Community Development Department. Please contact me at 429-2759 if you have any questions. Thank You, - -jauttli__ , -16nnifer fhel*1, Deputy Planning Director City of Aspeal Community Development Department For Office Use OnlY Qualifying Applications: Mineral Rights Notice Required New SPA New PUD Yes No ~7~- Subdivision, SPA, or PUD (creating more than 1 additional lot) GMQS Allotments Residential Affordable Housing Yes No ~<3 Commercial F.P.F. T.odging 10 71 + Ga/a A IAV 11( )1 1>1 i,1 (.@:1 AJAX-Hol NINGS.( OM VIA HAND DELIVERY- Ms. Jennifer Phelan Community Development City of Aspen Re: Ownership of Lot 3 Fox Crossing Subdivision Dear Jennifer: Please accept this letter as my certification, as an attorney duly licensed in the State of Colorado that Fox Crossing 2 All LLC is the owner in fee simple of Lot 3, Fox Crossing Subdivision in the City of Aspen, Pitkin County Colorado. 1-he property's address is 559 Race Alley I am also the Manager of Fox Crossing 2 LLC and in that capacity, I am authorized to submit any Development Application on the property as well as to authorize others to do so on behalf of this company. I hereby authorize Ryan Walterscheid of Charles Cunniffe Architects to submit our application for development upon this property. Please advise me if you need anything further in this regard. Yours ver,pulyt. /11 f \ Cffl-f L / 4\4@V-j..emm -' Bro<ke A<Peterson \\r Chapter 26.314 VARIANCES Sections: 26.314.010 Puiposes 26.314.020 Authority 26.314.030 Authorized variances 26.314.040 Standards applicable to variances 26.314.050 Procedure for variance approval 26.314.060 Conditions 26.314.070 Expiration 26.314.080 Appeals 26.314.010. Purposes. Variances are deviations from the terms of this Title which would not be contrary to the public interest when, owing to special circumstances or conditions, the literal enforcement of the provisions of this Title would result in undue and unnecessary hardship. Variances shall only be granted in accordance with the terms o f this Chapter. 26.314.020. Authority. The Board of Adjustment, iii accordaiice with the procedures, standards and limitations of this Chapter shall approve. approve with conditions or disapprove a development application for variances to the terms of this Title. If the application for a variance is part of a consolidated application process authorized by the Community Development Director pursuant to Subsection 26.304.060.B.1, the Planning and Zoning Commission or the Historic Preservation Commission may review the application for a variance using the standards and procedures set forth in this Chapter. 26.314.030. Authorized variances. Variances may only be granted from the following requirements of this Title 26: A. Dimensional requirements. B. Permitted uses, but only to allow for the temporary off-site location or storage of materials, structures or equipment pursuant to building construction or construction staging. 26.314.040. Standards applicable to variances. A. In order to authorize a val-iance from the dimensional requirements of Title 26, the appropriate decision-making body shall make a finding that the following three (3) circumstances exist: 1. The grant of variance will be generally consistent with the purposes, goals, objectives and policies of this Title and the Municipal Code; and 2. The grant of variance is the minimum variance that will make possible the reasonable use of the parcel, building or structure; and 3. Literal interpretation and enforcement of the terms and provisions of this Title would deprive the applicant of rights commonly enjoyed by other parcels in the same zone district and would City of Aspen Land Use Code Part 300 - Variances Page 1 cause the applicant unnecessary hardship, as distinguished from mere inconvenience. In determining whether an applicant's rights would be deprived, the Board shall consider whether either of the following conditions apply: a) There are special conditions and circumstances which are unique to the parcel, building or structure, which are not applicable to other parcels, structures or buildings in the same zone district and which do not result from the actions o f the applicant; or b) Granting the variance will not confer upon the applicant any special privilege denied by the terms of this Title and the Municipal Code to other parcels, buildings or structures, in the same zone district. B. In order to authorize a variance from the permitted uses of Title 26. the appropriate decision- making body shall make a finding that all of the following circumstances exist: 1. Notice by publication, mailing and posting of the proposed variance has been provided to surrounding property owners iii accordance with Subparagraphs 26.304.060.E.3.a.-c. 2. A variance is the 011ly reasonable method by which to afford the applicant relief, and to deny a variance would cause the applicant unnecessary hardship such that the property would be rendered practically undevelopable, as distinguished from mere inconvenience. 4. The temporary off-site storage or construction staging can be undertaken in such a manner so as to minimize disruption, if any, of normal neighborhood activities surrounding the subject parcel. 5. If ownership of the off-site parcel subject to the proposed variance is not vested in the applicant, then verified written authorization o f the parcel's owner must be provided. 6. Adequate provision is made to restore the subject parcel to its original condition upon expiration of the variance, including the posting of such financial security as deemed appropriate and necessary by the appropriate decision-making body to ensure such restoration. (Ord. No. 27-2002, §7: Ord. No. 12,2007, §17; Ord. No. 3-2012, §6) 26.314.050. Procedure for variance approval. A. Initiation. A development application for a variance may be initiated by over fifty percent (50%) of the owners of the real property for which the variance is proposed. B. Determination of completeness and review by the Planning Director. A development application for a variance shall be initiated by the submission of a development application to the Community Development Director in a form established for such purposes. The Community Development Director shall review the application and determine its completeness and shall refer written comments to the appropriate decision-making body. C. Steps required. One step is required to review an application for a variance: A public hearing before the appropriate decision-making body. City of Aspen Land Use Code Part 300 - Variances Page 2 Notice requirements: Publication, mailing and posting (See Subparagraphs 26.304.060[E][3][a-]- D. Decision-making body action. At the conclusion of the public hearing. the appropriate decision-making body shall determine if the application meets the standards of this Chapter and shall issue a resolution to approve, approve with conditions or disapprove the application for a variance. (Ord. No. 27-2002,48) 26.314.060. Conditions. The Director of the Community Development Department may recommend and the appropriate decision-making body may impose such conditions on variances as are necessary to accomplish the goals, objectives and policies of the Aspen Area Community Plan and the terms of this Title. All variances granted so as to permit the temporary off-site storage of materials, structures or equipment pursuant to building construction or construction staging shall commence and terminate on dates certain as established by the appropriate decision-making body and shall not relieve an applicant from obtaining all necessary building permits. 26.314.070. Expiration. A. Expiration. Unless vested as part of a development plan pursuant to Section 26.308.010 and except as otherwise established by the appropriate decision-making body, a variance granted under this Chapter shall automatically expire after twelve (12) months from the date of approval unless development has been commenced as illustrated by the issuance of a building permit. B. Extension. The appropriate decision-making body may grant a one time extension of a variance for up to twelve (12) months. All requests for an extension must be submitted prior to the expiration of the existing development order, must demonstrate good cause showing that an extension is necessary and must demonstrate that the circumstances as set forth in this Chapter are still applicable. 26.314.080. Appeals. An applicant may appeal an adverse determination by the planning and zoning commission or historic preservation commission on an application for a variance that is consolidated with other development applications to the board of adjustment. Such appeals shall follow the general appeal procedures set forth in Chapter 26.316. City of Aspen Land Use Code Part 300 - Variances Page 3 A. Determination of applicability. Applicability shall be determined at the time o f building permit submittal. The applicant may request a pre-application conference to determine as to whether the proposed project is exempt from the requirements of this Chapter. B. Determination of consistency. Consistency with the residential design standards shall be determined at the time of building permit review. The applicant may request a pre-application conference to determine consistency with the requirements of this Chapter. C. Appeal of adverse determination. If an application is found to be inconsistent with any item of the residential design standards, the applicant may either amend the application or seek a variance as set forth below. D. Variances. < 1. Administrative variances. The applicant may seek an administrative variance for not more than three (3) of the individual requirements. An applicant who desires a variance from the residential design standards shall demonstrate, and the Community Development Director shall find that the variances, if granted. would: a).. Provide an appropriate design or pattern of development considering the context-in which the development is proposed and the purpose of the particular standard. In evaluating the context as it is used in the criteria, the dirAtor may consider the relationship of the proposed development with adjacent structures, the immediate neighborhood setting or a broader vicinity as the director feels is necessary to determine if the exception is warranted; or b). Be clearly necessary for reasons of fairness related to unusual site-specific constraints. The Community Development Director shall provide the Planning and Zoning Commission \,_ an annual report of approved administrative variances. 2. Variances from the Residential Design Standards, Section 26.410.040, which do not meet this Section may be granted by the Planning and Zoning Commission. the Board of Adjustment or the Historic Preservation Commission, if the project is subject to the requirements of Chapter 26.415. An applicant who desires to consolidate other requisite land use review by the Historic Preservation Commission, the Board of Adjustment or the Planning and Zoning Commission may elect to have the variance application decided by the board or commission reviewing the other land use application. An applicant who desires a variance from the Residential Design Standards shall demonstrate and the deciding board shall find that the variance, if granted would: a) Provide an appropriate design or pattern of development considering the context in which the development is proposed and the purpose of the particular standard. Iii evaluating the context as it is used in the criteria, the reviewing board may consider the relationship of the proposed development with adjacent structures, the immediate neighborhood setting or a broader vicinity as the board feels is necessary to determine if the exception is warranted; or City o f Aspen Land Use Code Part 400 - Residential Design Standards Page 3 559 Race Alley - Google Maps htlps://www. google.com/maps/previeu 'L-y.W Iii! 559 Race Alley, Aspen, CO 81611 1.... Explore this area k 13*23 .ru,-13 11:: .1, pri're#k tal}lf,te • . I Rl 3 $ 3: b. J Fydjux: .It . I' .44™ 1, 4,- 1. I 6 559 Race Alley " '411 9, f Y 7. A:··.~--~- ·'·:t ?·t·,· tll' A 2 A:•i·..·b#AIr .-m - 0% * 40·?·; '2:;t~·h''i'n • ocse G./ A. 3-:1 4 , -4.0 2 . (ez .. A- 7 7/'···:eif f 'Ap·ailouser. 4 4 -· Muntr•in tic·.ine Lodge 2 ./. I. . + - 1 3 1 - 7 1 4 . : -| 2 J:Jaci St• ... 1! "/Git ·1*per. 1 * 4,1 . 141: 1 f j / 2 3 : · 3 . i Ec,an,Ay€ f# f .: :3 - Map data ©2014 Google 500 ft 1 of 1 5/1/2014 2:16 Pk 15 711'L H +4¢3'iny: 4•f * ' *lu'l · ·,'r·, 1 1 .': I /1 S, V. · S Clewclard 1 Sent via e-mail To: Nate Kaegebein Kaegebein Fine Home Bldg. 502 Main St., Suite 104 Carbondale, CO 81623 970-379-6228 Frorn: Josh Rice, P.E. Development Engineer Engineering Department 130 S. Galena Street 970-429-2750 (Office) 970-920-5081 (Fax) Re: Permit No. 0119.2013.ARBK, 559 Race Alley Date: January 21,2014 THE PREVIOUS PLAN CHECK PACKAGE SHALL BE RETURNED WITH THE NEXT PLAN SUBMITTAL These design documents have been reviewed for conformance to the current State and local codes. The attached corrections are required to be addressed. Revise and redraw the plans to clearly respond to the attached comments /d~*Lwb,Rd~**iWE~f@Bab;410#lE®08*mil~ ti-*al¢i,(4 ¥4*e,reily,-ir#it* i-it. Indicate which detail or page # shows the required information. Plan corrections cannot be made on the blueprints (e.g., red-lined). All changes must be made to the originals prior to making prints. Any required sheet revisions would be correctly inserted into the package by the applicant as directed by City staff. Please submit revised information to the Permit Advocates at the Building Department. When all items have been addressed regarding the comments below. please call 970-920-5090 to schedule a required appointment for re-submittal with a Permit Coordinator. You will be required to bring a copy of this letter/email with ALL responses and required documentation. If all items listed have not been addressed, the resubmittal will be deemed incomplete, and will not be accepted. COMMENTS AND CORRECTIONS 1. Survey a) Basis ofbearing tied to two COA (City of Aspen GPS Control Monumentation, dated 12-2-2009 on the Engineering website) monuments and point of beginning graphically. t . Permit No. 0119.2013.ARBA, -,59 Race Alley - January 21, 2014 Page 2 of 4 Survey states the basis of bearing is "shown hereon" but Lot 8 is not visible. Please show basis of bearing. b) Show all roads (edge of pavement as applicable), width of Rights-of-Way and distance to the nearest intersecting street if within 200 feet ofproperty. Call out width of ROW. Show existing curb cut and existing sidewalk/trail. c) List setbacks and building envelopes Differentiate setbacks and building envelopes based on amended plat. d) Names of adjoining owners of platted lands or subdivision names. Please show. e) Location of all utilities existing on or serving the surveyed property as determined by observed evidence and observed evidence together with evidence from plans obtained Revised 01-15-13 from utility companies or provided by client, and markings by utility companies and other appropriate sources (with reference as to the source of information). Please show. Existing stormwater infrastructure should be shown. f) List all documents used in the survey with recording information. Please begin title commitment list with number one rather than number seven. g) Label and delineate Public and Private roads. h) Ponds, ditches, spring and rivers Call out name of water rightflowing along north property boundary. 2. Soils Report No additional comments. 3. Excavation Stabilization Requirements a.) None presented. If soils need to be temporarily laid back, the maximum allowable slope is 1 horizontal: 1.5 vertical as specified in the soils report. 4. Driveway Access and Trail Easement a.) The trail must be completed. The development order requires a 6' width, but the plat appears to require an 8' width. Confirm the width with the Parks Department. Please work with the Parks Department to determine the acceptable material and show on Landscape and Civil sheets. b.) A barrier must separate the driveway from the trail to keep vehicles off the trail. Trees, bollards and curbs would be some acceptable alternatives. This barrier may require the trail width to be less than 8'. 5. Drainage Study The drainage report and plan set is not in compliance with the City of Aspen Grading and Drainage Requirements for Major Design. The following items from the Checklist for Grading and Drainage Requirements for Major Design need to be included, addressed or discussed: Permit No. 0119.2013.ARBK, -,09 Race Alley January 21, 2014 Page 3 0 f 4 a.) Existing building footprints, streets, utility locations and elevations, ROW width, flow line width, curb type, sidewalk, approximate slopes, drainage facilities and structures, irrigation ditches, roadside ditches, drainage ways, gutter flow directions, and culverts. All pertinent information such as material, size, shape, slope, and location shall also be included. Please show. b.) Proposed building footprints, streets, utility locations and elevations, ROW width, flow line width, curb type, sidewalk, approximate slopes, drainage facilities and structures, irrigation ditches, roadside ditches, drainage ways, gutter flow directions, and culverts. All pertinent information such as material, size, shape, slope, and location shall also be included. Please show. c.) Proposed storm sewers and open drainage ways, including inlets, manlioles, culverts, and other appurtenances, (i.e. riprap protection, allowable manhole spacing = 400 ft). Differentiate between existing infrastructure and proposed infrastructure. d.) Proposed landscaping (berms, planters, shrub beds, trees, etc.). Overlay the actual landscape plan onto the proposed grading and drainage plan. Coordinate with Bluegreen and show on civil sheets. e.) Profile views for all driveways and walkways @ 5'-0" o.c. or a minimum of three elevation points: openings (i.e. garage slab, thresholds of doors), property line and edge of street. Provide profiles and cross sections for driveway and trail. f.) Finished floor and grade at foundation elevations of all buildings. In residential developments also provide lot corner elevations and any grade break elevations critical to the grading concept. Show positive drainage away from structures as required by Building Code (IRC - R401.3 and IBC - 1805.3.4). g.) Spot elevations critical to describe drainage features and their functions (e.g. inlets, cross pans, spillways, inlets/outlets ofmanholes, culverts, and storm sewers). Provide spot elevations ofelectrical trans former and telephone pedestal. Provide more detailed spot elevations in the vicinity ofthese utilities. Provide spot elevations along north, west, south and east of structure. Provide spot elevations along driveway and trail. Show landscaping, driveway and trail slopes. h.) Proposed outfall point for runoff from the developed area and facilities to convey flows to the final outfall point without damage to downstream properties. The approved drainage plan utilized the drywell located on Lot 1 for detention. The proposed plan utilizes a 116314' pipe tied to the storm sewer system. Eventually, the storm sewer is detained in a detention pond. The pond volume and pond outlet must be analyzed if the drywell is no longer going to be used for detention. If it is not feasible to tie to the Lot 1 Drywell, then a new Lot 3 Drywell could be proposed. i.) Civil details of dry wells. outlet structures, foundation drain sumps, custom design, etc. Provide new pond volume and grading scheme, pond outlet detail ifproposed pipe is utilized. Alternatively, provide a connection detail to Lot 1 Drywell or provide details for a new Lot 3 Drywell. 0 6 Permit No. 0119.2013.ARBK, .,-,9 Race Alley January 21, 2014 Page 4 of 4 The "Manhole Detention Pond Conversion" detail on JR Engineering's Sheet 1 of 1 describes an existing drywell. It should be modified if it is to be utilized. Otherwise, the detail should be removed. j.) Profile views for all subsurface drainage facilities showing their size, slope, lengths, design storm hydraulic grade lines (major and minor), cover, details of structures and/or City Standard details, and relationship with existing utilities. (18 vertical clearance for storm from water lines, 5 foot horizontal from any utility, 7 feet below ground surface, 2 % slope minimum, 18 inch min for main, 15 inch min for lateral). Provide for new roof drain pipe. 6. Drainage Wall a. The flood protection wall that has been discussed for 540 Walnut must be continued on 559 Race Alley as depicted in the JR Engineering cross sections. The wall must be at a minimum elevation of 7931.55 feet (NAVD 1988) or 92 feet (local). 7. Driveway The Fire Department will need to sign off on the driveway layout presented. 8. Utility Meters, Pedestals Relocate to property and remove from the ROW. 9. Construction Management and Erosion Control Plan The construction management plan was not reviewed as part of this review. Please contact Tony Kornasiewicz (970) 309-8424 with any questions regarding the CMP requirements and contact Aaron Reed at (970) 429-2782 with any questions regarding the Erosion Control Plan requirements. Once the standards of the Urban Runoff Management Plan standards and requirements are met, the Development Engineer can sign off on the requested permit. If you have any questions or concerns about any of the items shown, please feel free to contact me. Sincerely, Josh Rice, P.E. Development Engineer 970-429-2750 /2Ed*j CHARLES CUNNIFFE ARCHITECTS May 1.20-14 Fox Crossing Lot 3 Variance Request Description Although the house or) lol 3 had been permitted cind approved yeats ago, during out current permit application the elly of A spen's engineering departrnent has changed their opinion and determined that they do not approve of the driveway alignment overlapping with the pedestrian trail. The previous garage layout allowed a car to back out of the garage, over the trail easement on the south side of the pioperty. which then allowed enough roorn to turn and exit the proper ty to Race Alley. Based on their new deterrnination, there shall be absolutely no vehicle traffic allowed to cross the trail easement on the property, even though it does so in the street right of way anc] on the adjacenl lots. lhis has forced us to re·design the garage location and the configuration of the east side of the house.. Due to the building envelope on this lot and the restriction of not using the trail easement, it is impossible within our building envelope to have access to C garage thai faces south. The only way to then access a garage on this propeity would be to rotate the garage to face the street. Therefore, the garage was rotated and pushed as far to the west to allow for the ability to back a car out and turn around before exiting tl )e property. rhis was the cause for the changes to the plan.s. As a result of the garage relocation, the master bedroom was moved to the south to stack over the garage in a similar manner that it did in the previous version. As a result of us pushing the garage into tile building as much (35 possible, we were able 10 create a covered area outside the garage, This should provide some screening and the appearance that the garage is sel back from the east most point of the house. Due to the fact that the garage has been rotated, it is now considered by the city's zoning department to be street facing. as it faces Race Alley which the city con.siders a street. The zoning code requires that the garage be set back from the fronl most street facing wall of the house, however we cannot recess the garage any further to the west, due to the existing stairwell shaft location in the already constructed foundation, Another requirement of the zoning code is that the width of the garage be at least 5 feet less than the width of the living area on the street tacing tagade. This is impossible to accomplish clue to the width of building envelope. This then requires a variance for this house, and we are currently submitting the revised drawings to the mning department for this purpose. Many of the houses within the subdivision had similar approvals for nonconforming garages as well, particularly all of the other hornes along Race Alley and a few others cilong Walnut Street £ oto 2,31 Hyman Avalue, m Ampen, Caerait~ Stall 8 tal: 970.925.5310 4 f.ix: *yo:222.507* 2 tW¥H#.*UMP?Neleen 1 )*ey~D~~ND ATTACHMENT 3 DIMENSIONAL REQUIREMENTS FORM Project: Fox Crossing Lot 3 Applicant: Fox Crossing AH 2 LLC Location: 0559 Race Alley Zone District: R-6 Lot Size: 6514.59 Square Feet Lot Area: 4811.59 Square Feet (for the purposes of calculating Floor Area. Lot Area may be reduced for areas within the high water mark, easements. and steep slopes. Please refer to the definition of Lot Area in the Municipal Code.) Commercial net leasable: Existing: Proposed: Number of residential units: Existing: Proposed: 1 Number of bedrooms: Existing: Proposed: 5 Proposed % of demolition (Historic properties only): DIMENSIONS: Floor Area: Existing. Allowable: 2907.25 SPProposed: 2902.48 SF Principal bldg. height: Existing.~ Allowable: 25 Proposed: 13 -9 ' Access. bldg. height: Existing.- Allowable: Proposed: On-Site parking: Existing. Required: Proposed: 2+ 2324.14 SF % Site coverage: Existing; Required: No Li mit Proposed: % Open Space: Existing: Required- No Reg. Proposed: Front Setback: Existing. 10 Required: Proposed: Rear Setback: Existing: 1 5 Required: Proposed: Combined F/R: Existing: Required: Proposed: Side Setback: Existing: 10 Required: Proposed: Side Setback: Existing. 10 Required: Proposed: Combined Sides: Existing: Required: Proposed: Distance Between Existing Required: Proposed: Buildings Existing non-conformities or encroachments: Lightwells within Building Envelope on West and North Variations requested: Width of Living Area compared to Garage on first floor, Garage face needs to be set back 10' from the front facade Vicinity Afap /"=500' -Arnende dj +1''inal Plat of 4 Lot 3 Fox Crossing Su,b division y City of Aspen, County Of Vitkin, State of Colorado ' .·>3.;.'·>42322£- 41 ·~-4,:., ."-i , The purpose of this amended plat las to amend the Subdwis·Lon a:7'd Facalton Plat ricorded at Plat /6 Book 74, Page 17 to modify the bowidaries of the building envelope Oil Lot 3 and to properly label the build·ing envelope and setbacks on the property so they comcide with City Coune'll j 07·drnance #50 (Series of 2004) CURVE TABLE ¢x h ~ CUS·*' I ~r~Cnf I ~AD/US I CH<WO IC?,20 SE M m. 1 -TENT I - 9 .1 23631336 35 2362 533'47'2.I 40,79·1 "821 GRAPHIC SCALE < I ..) HUNTER CRA'AW CONDOMINIUM Ceftdice~ ot Owne»*p ond Ded,otion ..end ond No.s Irag- . m~ by 02X pfes*Aof lae un.,60,Ald. 0~g *efs. I kidicoll sel IiI 5./.w with ed ./Dic <op L S /33538 mo'* '. 0, he4 AGeer' . 0// .Of Fel p,*,4 iduoted . lid 0/ 0/ kpe.) SEE NOTE f6 FOR RESTRfCDONS Pak~ Coua4. Cojomdo. wid ,e<» pi#.Ic,44 mc,e poilicuk* dewited ea foNowt REGULATING ™15 ..A / I /Adicotes 'un' monumen, as licribe, Found /0 5 Reboi I 589*20'00"E P/05'ic Cap L 5 /%6 ~< ~~' ~ end fo, Cess~.9 *06/0- re, 0019 5*~visio~ occo/din9 . .#/ * al '1 ; le ./gs 're billi ..0/ I le./. I. mus. c.p l S #0186 A„i, 20 2005 ~ P,W Book 74 W Pe, /7 0, R,cefan ¥0 .* f/4444~/9««94921 Mull . M norm*esteay lorne, o~ tof U ond c ubol l. o Cify . * Counfy ~ Pifkin. Slo~ oy Cok>red' ujost< C* 0#egibte) founo N a noilide,jy 0~2 ped,Y Of Let ~ uW,g I SEE NOI . FOR REST#*CT,ONS ..... 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M the 0/ I. ~spen Lo~d U5, Code --------------------~ 4/.]u9~ 6 A. per . nonce *50 (Senes of 2004) L.1 3 his o ./.*g ....pe old Ihe - AW/» K«-1 iot oreu ou.de I the ./ding Envefope boundal *ill .e governed by the STATE . COLORADO J 6/*/g rull (000. Pj™JN )55 UDDE-\ h Areo of Encroochment " begee *d:conv .u. eand,44/ 8/99 me »931 LOT 3 ./.ortheQI.on I L. 3 0% depicled by le pattern bell is rest,ir.ted ly tful_doy of 2013 by _____________________... Monege, 7-7.-=~1 License Rec# 5,1409 trie Su)~ng En,evii, i.quilerneriti of irie City . Aspen Fox Ooss,ig 7 *g 6514.59 SO FT +/- 1 7 +.J- 9113 Nag'20'00"W ~ , ./ Iemwide. of ./. c,eo emide of ./ audding toven>p' 0/ depided by . Commi. on 0~pir. q .... A- 23 2- - Notary Publ~ ... fhe p.ler' befol, isies'i,de. by.. sellocA requiremenfs of I. Cifyof rvi./5 my land lid ./. - --- --46.49- -- -E- - - = .--* A--------- -U- -04 0 j LIL~_ZLE_J D;2 odio~ed deve00;>menl restfiet:onS for * 0ng Envelope and Setbocks ore I . cetennined by the land #e Coda in effect »hen 0 6/,ming -ima oppbcotion ~ kk~Litk.miciREF@412331~12*4<-I-IiCt~tfIk/62&13_4~4 5*< Community Deve;opmenf Direclor'' Approvol Irus ____ dey I ___________ 20___ N89·20'00»w 68970'00-E ?4389' - Sit,a"'ston AmendmeM P#o~ wos oppro~ed by * AEpen Comm-'ty Devellpmen, 'reclo~ -- 6 4 --4/3 - ~/tITY OF ASPEN / ./Of AS'/ | A Lutckal'•ele 04.1 8..... Cd, Cornrn/lily le'lop....t Olecto~ F M # M .7 GPS 001,7RCk -- Of 4____-__________-/ 84/ undersigned' O duly--euthoF,7~5 Fepresentotive f of Pdkin Cownty Lue Inc . do he~ehy certity 'hot t hove e,ornined 'e le to oil tonds herein ded,coted o. shown on thus .101 end kIONU~ENT al,•ENI fhaf fid/e to such /ends .5 in * de,FicWor *ee wil c/ew or uU /,ens m.es, 0 59 .1/ cps-4 LOT 4 - en~ e~Cumb,0.)c05 except 05 Mo.v,7 hereon 4/ 5010 5 90 FT +,/- * /3 A 0 2.3 C~ty Enginee's Review 1hls prit -0, iewlewed for * depp.tien I the En+neerin, Deponinent survey reguremenls (13 his ________ de· a _______ 20'I 3 Tite E.Iminef ~ % 8. su*~€n)~3 rezon i ...r .... rum.. I 0,~Dr59//AL L./. su#.i¥../.8, ..... *' n 2=8 2= En. 04 oc700£4. ~of, . st.R~r 0,· THE .RE,N DISCH,BED PRUPiNT..: PE,JuRM. UNDER .i ur ....9- IW IRIC..../Cl.*a .. C.'WI- .... S./.5 Thps Ph,i .. occepted e Ling A the Olke of ihe O*Or 000 Recorder . Pm- Cownty B ./7 ./Cu~ ....0 1/5....L r.....5 5,0 ./. I 7./ Um<....SURf BMI. th/_dey . . 2013, Plot 800• _____ o. Poge ,9,1, ~r JS, 4~,Of 54 * t~D /ROW D~£ 70 nMZ * W TM/5 *B O,050, 2 d &,55 na„ 4.lu,O ..Gwor...#* .)8-0---W and Reieotion no *csm<nov~~~o.srre~.wsfaj0v~~5CH,OUL£80,=D€W:r CLI.'...' /540 8/ ARA COU/" ./..C /5 09.2 ./ P./'32'- C/erk en,1 ~ceeer LOT 5 Im/' .L....£ L S ./0/3 ./ 9.e® Lot 3, Fo.r Crossing Subdivision 2,-" 'T TUTTLE SURVEYENG SERVICES 727 8/07*e Ave/~ae 1 52·222723_ (970) 928-9708 (FAX 947-9007) Anurruled Fi·nal Plal - 11/251/2013 / Glenwood Sp/ags, Colorado 81601 £'ll of Aspen. County of Pitkin. State of Colorado ...s-us corn 7UT~Le SURVEYING SEMVICES la vAn'v.cun niffe.coni 00 ZLLI D 0 I LAND USE APPLICATION MAY 15, 2014 Cd 1- FOX CROSSING, LOT 3, HOUSE D 0 -1 0559 RACE ALLEY ASPEN, COLORADO 1. CHARLES CUNNIFFE ARCHITECTS CVR *43 610 EAST HYMAN AVENUE I ASPEN, COLORADO 81611 1 TEL: 970.925.5590 I FAX: 970.925.4557 ®PYRIGHT CHARLES :UNNFF E AR[/TECTS 9103.LIHONV 3=I=IINNAO S31*IVHO ;SOMO X03 SONIalOH CINV-I XVPV ISSV0C6016 3(V:1 1 0699936'0Z6 '131 1 1 6918 00 'NEdS¥ 1 '3AV N.NAH 19¥3 019 °,um¥-12'692 Mi. m.... = *....4 , e. 74, g - 7.r A.' 1% , : .m - I .. '11 > - AQ 02% 1 4...... . 1 1- 504 RACE STFEET 511 RACE STREET 520 MALNUT STREET 531 RACE ALLEY 541 RACE AL_EY 544 RACE ALLEY 553 RACE ALLEY 554 RACE ALLEY www. cunniffe. com RECEIVED 565 564 RACE STREET RACE STREET 554 RACE ALLEY C. ¥ 9 8 2014 ally CIT¥ Or ASPEN Al- A..14 ili 565 Cou,mINITY DA/ELOPMENT -,/WR/-3./.2//Eyaim ~ 1 - -1.:1*%.I'-"-6 i RACE STREET 553 ' , fACE ALLEY : . r,9 ---Ill-.* ..0.-..1/„./1 ----#--.-I /1-* 544 RACE ALLEY 1 . )1 . L .d! 3 1 Z --1. ¥8'/1.Jial'Whi'J:#til'immiplia *% 565 fACE 5-REET 564 RACE STREET i. '4 ' B 562 54 37.*'I 7. --- RACE STREET RACE ALLEY ~· · * 4 *.. 4 4 4 .... R 548 l. . t RAGE STREET 533-1 *, A 6- 4 RACE ALLEY , 14 4 ' -2- 4 520 1 :a SPRLCE STREET MALNUT STREET r P - 6 r OIL i 9 . 1 *f te- k 0 4 '7 -A j. - 1 ,~- f i A..Al AA.A - 5/1 0 593 r- ./4-1-17 VACE STREET 6 + A , M SPRUCE 9-REET 1 <1/./."1"le'l/%061*m 14*.1~ 4 ..... (00 0 0 -10*I- .... >€ Z LU >- 1 e LU . 98 _1 «02 ~&~4~ 2 0 98 =2 i . .-I FOX CROSSING AERIAL VlEM 566 RAGE STREET 562 RACE STREET 075 Z 1 504 511 RACE STREET SPRUCE BTREET 1%4-, .1:@f:¥r*- DRAWING CLEVATIONS I C - ISSUE DATE: LAND USE 5-15-14 - r~ 311>4-1- • 91#43$ - 1/.4,~*.5/Wiff#*49*al .. ' . 3. - 73 C - b JOB NO. 1329 t --0 12. A e $ '* SHEET NO. 562 RACE STREET 548 RACE 5-1-REET 535 OPRUCE STREET 533 ©PRUCE 5-FECET 511 eFRUCE STREET @2)2., O64RLES [IN*FFE ARCh~lECTS S1031IHOhIV 3:I=IINNAO S31hIVHO L95¥0Z6-026 :XY=1 1 0699'916'0£6:131 1 Ime 00 'N13dS¥ 1 '3AY NVINAH 1SV3 0 l9 SONIalOH 00¥701 'N3dSV ARCHITECTURAL ABBRF TIONS GENERAL NOTES SHEET IN COVER DHEET STRUCTURAL· AFF ABOVE FINISHED FLOOR EM EACH hA¥ LT LISHT SECT SECTION 1. ALL CONSTRUCTION AND MATERIALS SHALL BE Ae SPECIFIED AND IN ACCORDANICE X0O SUB[DIV161ON AGREEMENT 5001 GENERAL STRUCTURAL NOTES 1. ACCOUS ACOUSTICAL ELECT ELECTRICAL Mfa HIANUFACTURER 98 SEINER WTH ALL APPLICABLE CODES. ORDINANCES, LAMS, PERMITS, AND THE CONTRACT DOCUMENTS X01 ORDNANCE 50 9002 GENERAL STRETURAL NOTES Aol eENERAL INFORMATION ADD ADDENDA,ADDENDUM EC ELECTRICAL CONTRACTOR MATL MATERIAL SHT SHEET 510 FOOTINe z FOUNDATION PLAN 2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NER AMENDED FINAL PLAT 5102 MID LEVEL FLOOR FRAMING PLAN AD- ADJACENT EL ELEVATION MO MASONRY OPENING s e SHEET VINYL FLOORING CONSTRUCTION ON THE SITE. TOPOGRAPHICAL SURVEY 5103 MAIN LEVEL FLOOR FRAM·NG PLAN Ill) A66R AG,6RE6ATE ENSR ENeINEER MTL METAL SHLV SHELV (ES) (ING) 01 eRADINe & DRAINASE PLAN 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONPITIONS BEFORE STARTING 5104 UPPER LEVEL FLOOR FRAMINS PLAN LIe LANDSCAPE DESISN ALT ALTERNATE Ea EQUAL MAX MAXIMUM SIM SIMILAR MORK SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS. OR BETPIEEN THE 5105 ROOF FRAMING PLAN LI-1 LANDSCAPE SITE PLAN ALUM ALUMINUM Exe ExISTINe MECH MECHANICAL SL SLIDING CONTRACT DOCUMENTS AND EXISTING CONDITIONS NOTIFY THE ARCHITECT AT ONCE FOR L2-1 PLANTING PLAN 5301 STUCTURAL SCHEDULES INSTRUCTION ON HOM TO PROCEED. APPD APPROVED EJ EXPANSION JOINT MC MECHANICAL CONTRACTOR STO SOUND-TRANSMISSION CLAE LI-2 PLANTING DETAILS 650 FOUNDATION DETAILS APPROx APPROXIMATE EXP EXPOSED MED MEDIC (INE) TAL-) SPEC SPECIFICATION 4. SHOULD A CONFLICT OCCUR IN OR BETPNEEN PQAAINGS ANC) SPECIFICATIONS, THE LS LANDSCAPE LISHT!bie 9601 FLOOR FRAMINe DETAILS ARCH ARCHITECT (URAL) EXT ExTERIOR MIN MINIMUM Ea SQUARE SPECIFICATIONS SHALL TAKE PRECEDENCE. UNLESS A WRITTEN DECISION FROM THE 5602 FLOOR FRAMING DETAILS ARCHITECT HAS BEEN OBTAINED AHIGH DESCRIBES A CLARIFICATION OR ALTERNATE ARCHITECTURAL: 3603 FLOOR FRAMINe DETAILS ASAP AS SOON AS POSSIBLE FO FACE OF MIED MISCELLANEOUS SF SQUARE FEET METHOD AND/OR MATERIALE 5-lol ROOF FRAMIND PETAILS AO.2 FAR CALCULATIONS BER BASEBOARD RADIATION FIN FINISH NOM NOMINAL 99 STAINLESS STEEL 5 THE CONTRACTOR SHALL CONFINE Hle/HER OPERATIOND ON THE SITE TO AREAB AO 3 BELOR BRADE CALOULATIONIS BM BEAM FP FREPROOF N C NOT IN CONTRACT STD STANDARD PERMITTED BY THE ORNER A DITE PLAN BRD BEARING FPL FIREPLACE NA NOT APPLICABLE STL STEEL AI2 ROOF TCPOGRAPHY 6. THE .08 SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION. FREE OF DEBRIS EFF BELOrt FINISHED FLOOR FIXT FIXTURE NTS NOT TO SCALE STRUCT STRUCTURAL ANC) LITTER. AND SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR A2I LOME,R LEVEL FLOOR PLAN BET BETYWEEN FLR FLOOR 00 ON CENTER SUB SUBSTITUTE EGUIPMENT. EACH SUB-CONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF 42 2 MID LEVEL FLOOR PLAN BLk BLOCK FLP FLOOR DRAIN OPS OPENINa SUPPL SUPPLEMENT HIS/HER MORA SHALL REMOVE ALL TRASH AND DEBRIS AS OF RESULT OF HIS/HER A: 3 MAIN LEVEL FLOOR PLAN OPERATION www.cunniffe.com BEMT BASEMENT FT FOOT, FEET opp OPPOSITE 645 SURFACED FOLR SIDES 42 4 UPPER LEVEL PLAN 42 5 ROOF PLAN STU BRITISH THERMAL UNITYS) FTe FOOTINS ORN ORNAMENTAL SUBP SUSPENDED) 7. ALL MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED BD BOARD TO PFEEVENT DAMAGE ANC) DETERIORATIONI FAILURE TO PROTECT MATERIALS MAY BE 43.1 EXTERIOR ELEVATIONS FON FOUNDATION OPH OPPOSITE H,AND TEL TELEPHONE (AUDE FOR REJECTION OF Iia€K 48 2 EXTERIOR ELEVATIONe BE BOTH SIDES FURN FURNISH OP OUTSIDE DIAMETER TV TELEVISION A,4.1 BUILDING SECTIONS 8. THE CONTRACTOR SHALL PO ALL CUTTING, FITTINe, OR PATCHING OF HIS/HER WORK THAT MAY 442 BUIL[PINS SECTIONS BO BOTTOM OF SAL SALLON PTN PARTITION TEMP TEMPERED BE REQUIRED TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY AND SHALL NOT BLDG BUILDINg SA GAL:GE d PENN¥ MAILS, ECT) THK THICK ENDANGER ANY OTHER MORK BY OUTTINS, EXCAVATING, OR OTHERMISE ALTERING THE TOTAL 44 5 BUILDINe SECTIONS CAB CABINET BAD/ SALVENIZED PERF PERFORATECD) TLT TOILET hORK OR AN¥ OTHER PART OF IT ALL PATCHINa REPAIRING ANID REPLACINIe OF MATERIALS A-7 1 REFLECTED CEILING PLAN-MAIN LEVEL AND SURFACES CUT OR DAMAGED IN EXECUTION OF MORK SHALL BE DONE ATH APPLICABLE A-1.2 REFLECTED DEILINe PLAN-UPPER LEVEL CL,€ CENTER LINE 60 eCNERAL CONTRACTOR FLAST PLASTER Tate TONeUE AND eROOVE MATERIALS 50 THAT SURFACES REPLACED HILL, UPON COMPLETION, MATCH SUR,ROUNDING 440 RADON MITIGATION DETAIL CLe CEILINe eL GLASS, eLAZEe PLAE, PLASTIC Tee TOP AND BOTTOM SIMILAR SURFACES. M i T¥PICAL CONSTRUCTION DETAIL CER CERAMIC eR DRAPE PL PLATE TO TOP OF q No PORTION OP THE MORk REQUIR]Nle A SHOF DRAMINe or SAMPLE SUBMISSION SHALL 4 2 EXTERIOR DETAILS CLR CLEAR 6-(P GYPSUM FLEX PLExleLASM T TREAD COMMENCE UNTIL THE SUBMISSION HAS BEEN REVIEPNED BY THE ARCHITECT Alo.1 KINOOFWI AND DOOR SCHEDULES ALL SUCH PORTIONS OF THE MORK SHALL BE IN ACCORDANCE WITH REVIEKED SHOP CLO CLOSET 6,5 6¥93UM INALLBOARD PLMB PLUMBING T¥P T¥PICAL DRAPHINGS AND SAMPLES SHOF DRAKINeS AND PRODUCT SUBMITTALE, ARE REQUIRED FOR OLD CLOTHES DRYER HDA HARDINARE PL¥ PLYINOOD U6 UNDERSROUND ALL SHOP FABRICATED MORK Ae rIELL AS SPECIFIED PRODUCTS. THIS hORK INCLUDES, CLA CLOTHEB MASHER HIP HEAD PROL PROJECT UNBL UNGLAZED BUT NOT BE LIMITED TO. STRUCTURAL and DECORATIVE STEEL. MIN[20,46 an.d DOORS, BUILT-IN CABINETRY, HARDWARE. PLUMBINe opd ELECTRICAL FIXTURES. APPLIANCES AND COL COLUMN HVAC HEATINe, VENTINa AND PROP PROPERTY UNFIN UNFINISHED ExTERIOR 4 INTERIOR FINISH MATERIALS. CONC CONCRETE AIR CONDITIONING GT QUARRY TILE U N.0 UNLESS NOTED OTHERMISE 10 DIMENSIONS. O.1 CONSTRUCTION JOINT HORIZ HORIZONTAL CT¥ QUANTITY U.O.N. UNLE55 OTHER,19[ NOTE[P A. ALL DIMENSiONG SHALL TAKE PRECEDENCE OVER SCALE OF PRAMINGS CONT CONTINUOUS HP HORSE POINER R RADIUS UBC UNIFORM BUILDING CODE 8 ALL DIMENSIONS ARE TO FACE OF STUD or FACE OF CONCRETE UN C. C ALL EXTERIOR STUDS TO BE 26 U.NO. COORP COORDINATE HINH HOT INATER HEATER FED ROOF DRAINI VIF VERIFY IN FIELD ALL INTERIOR STUDD TO BE 2x4 U.N.O. CTR COUNTER HT HEIGHT RM ROOM VERT VERTICAL 0/5 COUNTER SINK INCL INCLUDE (D) (INe) RS ROUGH SAAN VOT VII«L COMPOSITION TILE U LONTRACTOR TO PROVIDE ALL NECESSARY BLOOKINB. BACKINe. AND FRAMINe FOR LIGHT FIXTURES. ELECTRICAL UNITS A G. EQUIPMENT, REGESSED ITEMS, AND ALL OF CUBIC FEET INFO INFORMATION ROB RESILIENT COVE BASE V VOLT OTHER ITEMIS AS REQUIRED PP DAMPROOFINe INSP INSPECTOR, INSPECTION RIN RETAINING FIALL AH hATER HEATER 12. MHERE LAReER STUDS OR FURRINS ARE REQUIRED TO COVER PIPINe AND CONDUITE NOTE: BUILDER'S PLANS DEPT DEPARTMENT le INSIDE DIAMETER REF REFER 140 MATER CLOSET THE LARGER STUD SIZE OR FURRINe SHALL ExTEND THE FULL SURFACE OF THE MALL PTL DETAIL INSUL INSULATION REFR REF€16ERATOR 1,P MATERPROOF ADTH AND LEN*TH PYHERE THE FURRING OCCURS DIA,0 DIAMETER INT INTERIOR REINF REINFORCE C D) hIT REIGHT 13. PROVIDE ALL ACCESS PANELS AS REQUIRED B¥ ec?VERNINe CODES TO ALL CONCEALED THE CONTRACTOR MARRANTS TO THE ARCHITECT THAT HEE POSSESSES THE PARTICULAR DIM DIMENSION *T JOINT REBAR REINFORCINe BAR (91 htrIF MEL[PED KIRE FABRIC SPACES, VOIDS, ATTICS, ECT. VER]F¥ TYPE REQUIRED MITH ARCHITECT PRIOR TO INSTALLATION. COMPETENCE AND SKILL IN CONSTRLETION NECESSARY TO BUILD THIS PROJECT DA DISHMASHER ICT JUNCTION RESIL RESILIENT INDIN MINDOM MITHOUT FULL ENGINEERING AND ARCHITECTURAL SERVICES. AND FOR THE REASON 14 ALL INTERIOR STUD MALLS 4 CEILIN69 BETINEEN LIVING SPACED SHALL HAVE THAT THE CONTRACTOR MISHES TO RELY UPON HIS ORN COMPETENCE. THE ON DoFIN €Fe KILOMATT HOUR REGO REQUIRED A FliTH 5 1/2 SOUND ATTENUATION BATTS UNLESS THERMAL INSULATION E CALLED FOR. CONTRACTOR OR OHNER HAS RESTRICTED THE ARCHITECTS ScOPE OF PROFESSIONAL DR DRAIN LAB LABORATORY R RISER y€/0 WITHOUT SERVICES. 15 PROVIDE FIRE SPRINKLER PROTECTION THROUeHOUT THE SUILDING THE CONTRACTOR PAe DRAMINS LAM LAMINATE (CP) RO RoueH oFENINe ING MOOP SHALL BE RESPONSIBLE FOR PREPAFING THE DRAMINGS AND OBTAINING THE PERMITS IN RELIANCE ON THE CONTRACTOR'S MARRANT¥ AND AT THE E<PRESS CRIEN EA EACH LAV LAVATORY SAN SANITARY IN,<6 KOR<IN(S APPLIOABLE) FOR THE FIRE SPRINKLER SYSTEM. THE FIRE SPRINKLER SYSTEMS SHALL MEET THE REQUEST OF THE CONTRACTOR OR OPINER, THE ARCHITECT HAS UNDERTAKEN REQUIREMENTS OF ALL APPLICABLE cODED AND ORDINANCES. A LIMITED MOPE OF PROFESSIONAL SERVICES THE CONNRUCTION DOCUMENTS PROVIDED B¥ THE LIMITED SERVICES SHALL BE TERMED "BUILDER'S PLANS" IN RECOe NITION OF THE CONTRACTOR·S SOPHISTICATION. CONSTRUCTION PXILL REQUIRE THAT THE CONTRACTOR ADAPT THE •BUILDER'S PLANS" TO THE FIELD ARCHITECTURAL SYMBOLS CODE ANALYSIS CONDITIONS ENCOUNTERED ANIP MAKE LOGICAL ADJUSTMENT IN FIT, FORM, DIMENSION, AND QUANTITY THAT ARE TREATED ONLY GENERALLY e¥ THE "BUILDERS PLANS". IN THE EVENT THAT ADDITIONAL DETAIL OR GUIDANICE IS NEEDED er THE CONTRACTOR SYMBOL LEGEND APPLICABLE CODES: OR OWNER FOR CONSTRUCTION oF ANY ASPECT oF THE PROJECT, HE SHALL IMMEDIATELY NOTIFY THE ARCHITECT. FAILURE TO 61 VE NOTICE SHALL. 2001 I.R.0 AND AN¥ REQUIREMENTs e¥ THE ASPEN/PITKIN COUNTY BUILDING DEPARTMENT RELIEVE THE ARCHITEST OF RESFONSIBILITY FOR THE CONSEQUENCES. -~ 982 SPOT ELEVATION DETAIL NUMBER EXTERIOR ELEVATION AN¥ DISCREPANCY OR AMBIGUITY DISCOVERED B¥ THE USE OF THESE PLAND SHALL 2DL---I> SHEET NUMBER SIN¢SLE FAMILY RESIDENCE BE REPORTED IMMEDIATELY TO THE ARCHITECT CHANGES MADE FROM THE PLANS * TO. PLATE TOP OF PLATE SHEET NUMBER MITHOUT THE CONSENT OF THE ARCHITEOT ARE UNAUTHORIZED AND SHALL TYPE V-8 / DROUP RB OCCUPANCY RELIEVE THE ARCHITECT OF RESPONSIBILITY FOR ALL CONSEQUENGES ARRIVINe EL - j KY-Or as BUILDING SECTION OUT OF SUCH CHANBES IMLfNED- TOP OF FLOOR ELEVATION Ai/ SHEET NUMBER ZONIN6 INFORMATION: ZONING R-E> 93 EL · 100' e / REVISIONS 00 HEIGHT LIMIT: 25'-O -47-- NEW CONTOUR A<---\ WALL SECTION PREAPPROVED BUILDINe SETBACKS PER PLAT ZLLI 43*~ SHEET NUMBER -- - EXISTING CONTOUR LOT SIZE: 651457 *F GROSS, 4811.59 3.F. NET 05 0 KITCHEN e---ROOM NAME KEYNOTE ALLOMABLE FLOOR AREA 2407 25 9 F ----- CENTER LINE ~ 107 ~- ROOM NUMBER (2400 SF + 28/100 SF OVER 3000 SF LOT AREA) 2400 SF + (181159/100) x 25 = 2<01 25 5.F. VICINITY MAP 88 ----- HIDDEN LINE SQUARE FOOTAeE 0~I ~1 WINDOW NUMBER O Zf GROSS FLOOR AREA 6.-7-74 M S.F. ----- SETBACK LINE ~----- MATCH LINE 2 ~ DOOR NUMBER % mt:< *14 0 h BREAK UNE 4 /,lh~ PROJECT NORTH '% 5- 10< ,~ ----- PROPERTY LINE 1- INTERIOR ELEVATION , SHEET NUMBER ~~.../" TRUE NORTH 4 4 2%. CD i .4 PLAN & SECTION >...3... MATERIAL INDICATIONS < /'. .:14# 1 /»g,4$. '. i. EARTH MASONRY INSULATION DRAWING: GEN. INFORMATION 140%24¤13 COMPACTED FILL 8*888888888@ CONCRETE BLOCK BATT 4- ~ 554 # A~117 6 4 ISSUE. DATE: LAND USE 5-15-14 POROUS FILL :jiltill!111'lli, BRICK ~ 'PHIIN!| RIGID PROJECT DIRECTORY ; UNDISTURBED FILL 1ljIjjj1 STONE WOOD ARCHITECT STRUCTURAL ENGINEER CONTRACTOR ~ * ™ CHARLES CUNNIFFE ARCH. CTS ENBINEERINS PC. KAEGESEIN FINE HOMEBUILDIN6 JOB NO 1329 CONTACT JANVER DERRINeTON CONTACT. uOE ORILL·r CONTACT· NATHAN KAEGESEIN $ ROCK I 1 1 ~~2 GLASS BLOCK L====:==**4 FINISH 610 EAST H·rMAN AVENUE 4625 5. 2300 EAST SUITE !05 ASPEN, COLORADO 81611 HOLLADAY,UTAH 5411-1 TELE (9.0, 311-6228 .: TELE (q-10) 125-5590 TELE· <80\) 2-14-253\ a : :iki~ .~ .~4 SHEET NO. CONCRETE I><1 ROUGH FAX: 1-0,; 920-4551 FAX (500 274-2832 2 1 METAL 1, 1 1 # 1 1 STEEL 1/1 BLOCKING CIVIL ENGINEER LANDSCAPE ARCHITECT BEOTECHNICAL ENe 46 . : . I CAST ' PREMIER GREEN CHURCH AND ASSOCIATES INC AO.1 LR ENGINEERING f CONTACT: BRADY SM]TH CONTACT· EP CHURCH , 4 M GROUT, LIGHTWEIGHT CONTACT MICHAEL BRAKE 12149 E BASELINE RED 4501 MADSMORTH BOULEVARD , 7 GLU-LAM 26100 9 COLLEGE AVENUE. GTE BO LAFAMETTE. CO 8002e AHEAT RIreE, COLORADO 80033 L..UNullLIC FORT COLLINS. CO 50525 TELE (303) 526-1260 TELE: (305) 483-1311 - - TELE 170)2I-7-41:I FAx (303) 426--262 FAX: 6503) 463-1321 , ZONING PLYWOOD DOPYRIGHT [MARLES (UNNI, ARCHRE[ IS 91031IHOM¥ 3=I=IINNAO S3-lhIVHO 299*'066'026:)003 1 0699'9Z6'OE :131 l l 19L9 00 'N3dS¥ 1 'BAY NVI,NAH 19¥3 0L9 Timvl ego SONIalOH CIN¥1 XVPV rRh \493' Ut < i €<i'<t / 1/ / -- il. -''~flN-i~l/1112#*Pll/„~'/IN/Fum/7/11 ~, 11##Hlll™#}IN 1 1 j . 1 Wa \ '1™11-11-11U/*i, j /„' .j,tilibitiltilihilit,Fll 44£~421~/f/~~~11*511*11~%~ .um W ilitilit ..444 ry-\ 1 R~*e- \ 1 1 www.cunniffe.corn ,;11 111[11111[[111111111!Tlt· 03 MID-LEVEL ~ LOWER LEVEL 42.y 02-7 eRO55 LOT AREA 6514.91 9.F. 0-20% SLOPE 4612.51 SF 20-30% SLOPE 541 SF. x .5 = 18.50 S.F. 3096+ SLOPE 1505 SF xD= O 5.F. NET LOT AREA 481151 9.F k.9 TOTAL ALLOMABLE F.A.FR. 2400 EF + 28/100 SF OVER 3000 SF LOT AREA 2400 SF + (1511.54/100) x 28 = 2407.25 8.F (Al LOMER LEVEL .<14,.-f?„ . =·If:// /jj j l 1 Immwmmmu -/1,m,E 0 1 LIVABLE AREA :,747.58 5.F c'-O" T O FIN. FLR TO OEILINe x Ill'-111/2" PERIMETER 547.63 S.F. 14.73~.0 '3,:**44»t©*emaR*se»***22, 1 4 £11 IMPOSED PERIMETER MALL AREA 34 5 SF /31 / Noy % OF EXPODED MALL AREA @ LOINER LEVEL 2 55% .Nul///./393%59**am#777MM74UN«032»„,-- w z \ely 4*Ill1111111111111111 LOHER LEVEL APPLIED 44.55 5.F. TOTAL 44.55 9.F 1 4 Itt I 8) MID LEVEL LIVABLE AREA 23244 i* S.F. 41'-e" TO. FIN. FLIE TO CEILING x 208'-111/2" PERIMETER 1966.08 5.F. EXPOSED PERIMETER MALL AREA 435.44 S.F. bifREET FfNGPO: % OF EXPOSED MALL AREA @ LOVER LEVEL 22 0 Es - E TOTAL 51544 9.F. LOMER LEVEL APPLIED 515.44 5.F. (C) MAINI LEVEL LIVABLE AREA 1343.28 S.F. BARASE ExEMPTION 361.03 9.F rn MAIN LEVEL BARAeE 472.05 5.F GARAGE APPLIED Ill 02 5.F. TOTAL 1,460.50 6.F. 00 ZU.1 (12) UPPER LEVEL A U) J Lu LIVABLE AREA 882.14 5.F TOTAL 22.14 9. 00 I u (E) DECKS, BALCONIES, TERRACES, ETC EXCLUDING COV'P PORCHES OgI 0 <0 DECK/PATIO AREA ALLORABLE (19) 421.10 S.F. LOEVER LEVEL DECK AREA ACTUAL O %r (1- IM 9 0- MIC-LEVEL DECK AREA ACTUAL O 5.F. XI- 62 ITTI: iFi;r ·, : -3,:·i,#.· c-=---94%3%42*%9>' * - = Ill UPPER LEVEL DED< AREA ACTUAL 226.1-1 S.F MAIN LEVEL DECK AREA ACTUAL 11.5-7 6.F 9 P. 09 DECK/PAT10 323.54 5.F. PECK/PATIO AREA CONTRIBUTION TO F.A.R. OSF TOTAL FAA 44.55 5.F. € 1 \ 1 (A) LOKER LEVEL (B; MID-LEVEL 51549 5.1 (C) MAIN LEVEL 1,440.50 6.F. DRAWING F A R CALCULATIONS (D) UPPER LEVEL 882.14 5.F. ISSUE: DATE: CE) DECK/PATIO AREA CONTRIBUTION TO F.A.R OSF TOTAL FAR 2,402.48 S F. LAND USE 5-1514 1 11 \ 9-771 »mittel ///kil= -» !11 ~Ii " ' iliI li Il 4 'il////1///// H i 5%055 LIVABLE - FAR LEGEND JOB NO. 1329 11 (A) LN€ LEVEL 1 141 35 5.F k 1 t 11 lilli fEll MID-LEVEL 2324.14 6.F. 3.1 1 1 111 A •-- SHEET NO. r - 0%41 DENOTEe AREA OF LIVABLE SQUARE FOOTAGE (0) MANN LEVEL 1,821 33 5.9 (D) UPPER LEVEL 552.14 9.F. TOTAL BROSS 6 1/4.44 6 F A DENOTES ARIA OF SARA65. SQUARE FOOTAeE A.02 C-) UPPER LEVEL FLOOR AREA CALCULATIONS DENOTES DECKS BALGONIES TERRACES. ETC EXCLUDINIS GOV'D PORCHES ZDNIN6 DOPYRIGHT r HARJ S [UNNFFE ARCHITECTS H /..1. t.-9...~ r.t.~~~ 4. U-/'\1.1 02) 91031IHOEIV 3=I=IINNAO S312IVHO 199,0g6026:n/3 I 0699'9164026 :131 1 Nme 00 N3dS¥ 1 '3/\V NVINAH 16\/3 0L9 SONICI NVI XVPV 00VH010 ,. la m /f..... EE) .....r/111 1/. --- - -- i *9/- in n EL iwi'-. 71- I www. cunniffe.com 1 11 al \11 Al RIR Mt#:M u__|U ' '"'1''I~$''j,\1.3035*4 ' f 1 1 11 31310 9 . V ~IAL L AREA 1 | - 670.34 9 F ~NALL AREA L 1 1: 1 ~ : " 1 - *044 8 li 1 63506 S.F. 0 1 15.00 9 F -- 1 IK,409 *LL AREA : t c'ZE:= di I 11 1 11 L L-k] 521-11 1/2. L 11 , 53'-0 1/4 ~ 1-7'-6 C-) SOUTH ELEVATION 1 C-) WEST ELEVATION ~~ 98" - 1'-O- /fax d«14====r-=lka 22»\» 00 lit Z'·-2 1 kel ~ C L m ~«~AU I of-1- 0 4 -1 2-1 U mm Ir 11. 1 1/1 Vor) < 0 i, iDi,1 n 0- =m~12=Lj 01111,1 0 --1 --45456095990956550%50*M#*#0#45555550. 31310 97.1 22 -15 .F -10*41 1 ta,lLullitital61/ //////A | Ill/4 9/ I 'fi*b MALL AREA ~ALL AREA i | 1 EL 2.-3 ----~2/7/FF. '''''' ' 9//////1 -11 L-J L -:1 E-Y_I'| i i DRAWING: 1 11 296 62 9/ 0 ~ ~ ~ ~ I BELO/GRADE GALIS 1 . 11 635.06 IF. 0 MALL AREA -1 I nALL AREA ~ || - | ~'~§Qi| 1 |i ISSUE. DATE- Ill [£=Cd i LAND USE &15-14 1 E- 2221 9- J 522'-111/2 ' Lt 1 17-6 1 1 + -3 55'-0 I/4 " i i JOB NO. 1329 C ) EAST ELEVATION 03 NORTH ELEVATION SHEET NO A.03 EXPOSED PERIMETER WALL AREA CALCULATIONS ZONIN6 DOPYIGHT [HARLES [UNNFF[ AR[HIIECTS ~ 91031IHOM¥ 3=I=IINNAO S3-IBVHO L99*'026 0Z6 :n/3 I 0699'926-026 731 I L tme 00 'NEdS¥ 1 3/V NVIAIAH 1973 019 SONIal N 1 XVPV 00¥@0100 'N3dSV ,. IM 1 4-\ - -- /// / -1/-/4 - '4 46 vn,Mf. cunniffe. com 1 - f 41/ %3 1 1- 47 -2-1 1 \13. / < --- i ~7 *pd.zim//.\ \BUILDINS giVEL.OPE--~ 1 A REA1 j l / 3»011//----1> - I 4'sg<* ii LOT I 1_1 \-3 0-2 \ TURNINe 1 lei-0 F *T.O. SLAB ~REA : / V /~ %26" 3 012 - r E //1 ,/1 44-0; / / p Ta/,fLY 6,+AM.E 0 .....65 SETIA+K A A -UBE 3 44 =11 0 SETBACK ~ g ?91 11 0 ------ 6 91-0, i In « /--/ ~ f f / Ar- L. 0\U- 8' PEDES™IAN TRAIL EASEMENT 2/lf-44[0 2-~0-1~14-3 %1 10 1, l T 0- SLA?/ TREET FA€240 ~ FOUNDATION ..LEDGE OF EXISTING < FRONT PO,gCH Ad : i ----- 7- rIALL BELOR 1 44 '--+ . 101 -\ 1 DR,VEPNAY . 3 /4 ~ FRONT < -/foff//3 /0 ..2 40.-,9 3/4 11 20'-111,0 9 5' PEDEDTRAN TRAIL EASEMENT < ~\31/ - OVERALL MIC>TH -70·-11 Mpflii 5'-0· BUILD---O LiNE) / 10 6 4 0~TT 1 /1 - h /1- 1 di LU VE_1 LOT 4 1 00 ZLU O GENERAL NOTES: Qcd 0 1 7-AU) 4 1 7,< D a o MI U A FIRE SPRINKLER AN/FIRE ALARM S/STEM SHALL aE INSTALLED ~ PER cOPE AS REQUiREP e¥ THE Fox LOT& 9 1 CROSSINe SUBDIVISION AGREEMENT 4-1 2) LIGHTINe SHALL COMPLY /TH THE 2004 IECO AND THE CIT¥ OF ASPEN PARK 91<¥ ORDINANCE A MINIMUM OF 50% OF THE LAMPS IN PERMANENTLY 1,1 2 q- INSTALLED LIGHTINI FiXTURES SHALL BE H[6H-EFFICACY LAMPS 56/~CE~STA~~'DOANT~~r~NAL LOCATION AND FIXTURE TeD j M f~ 4 J HEATINS AND COOLINS LOAD DRAWING CALCULATIONS USIN6 MANUAL - AND EQUIPMENT SIZINe USINe MANUAL 5 SITE PLAN SHALL BE PROVIDED TO 1HE CITY OF ASPEN BY THE MECHANICAL ISSUE· DATE: < CONTRACTOR PRIOR TO MECHANICAL EGUIHENT INSTALLATION LAND USE 51544 5.) * SMOKE 4 CO DETECTORS ~ 6 2 HAN/RAILS AND GUARDRALS PER COPE 1, eUILLINS REFERENCE ELEVATION JOB \0 1329 | 7133 55' 'MEL ELE /2 I loo·-C· = 94'-0 ilop' ELEVJ = SHEET NO NORTH - LOT 3 HOUSE D SITE PLAN ~~ Al,-1 ~ 1 0 2 8 16 i --i >]PY Rlfip T [HAR~FS [ UNNE PE AR(i•TE :TS 91031IHON¥ 3:I:IINNAO S3-lhIVHO L99V0LS'OZB ')(43 1 0699'966'0Z6 331 1 [1919 00 'N3dSV 1 '3AV NVt'JAH 19¥3 0K9 *Em¥~69~ DESTRIAN T AIL EA SONIalOH ONV-I XVT¥ € CA . .... 1-1 1-1 1 1 lilli 11111.1111.11111 -,1 M®ililill!16'410!11~ - 11111 ~El!81'48:i.illillillillillillillillil~,fil:glili.i.i.i'gli.2ililli~I~,~ .QI,.-1,;=flet ,1,1~1111'~ ' 12:~FZEEM~BEL~~r:-;8~-1 li -/ ilfieliwillillilli~~~~~~~~~~~illillillillilill It'--. ili: 11ili:Wil'lli*1510 Illillillillillillilillillillillilliuhmill/~4ltilihillillillill//b4 -i:.11.11'~ill.,1---~~ I *A,/d/,1/41!h*m//////////3/1 I -¥01!ill:lii:~I~Ii~ililiIill = 'IM"'4111,1111•il:.li:.111-1-"„I.,I..':.-- IJi!*.*41,1/!1103 6:..I.e.::..e.,I!.m.!.1. 1 *,0Wilm'|S~-=~il" ...i:'lill:lilli:li~li ~ ''~01il!!11,1!!11'il'~11~~ .. 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TOILET~- ~ -4. 1 k) , 01 . 1 1 0 6382 1 1.1\ 8 -, E '29 \/INIERN TOILET 0 n: qf I En 1·, I. 1 61 11; 2/ 3 r LI/HT/ h E<RES' 11'-11 3/4" L L-=i --_ 4--73 2-tal -1-alr *LL . 1 10 --M-----4449_- ~ 0 1 1 .- -_<D rl . . \/11 D BUNKROOM ~ 107 j _142 - U Y== e 24 1 4*23 MECHANICAL /*/1\...~ 31-q . A 0 44. 2 BATH ~ E6RESS LADDER OUTLINE OF P 1371 4-3 --_ -7 8 6 CO 9 h .h mil . nALL ABOVE -- 4-1 1/& -11.1 i + ..e W" 1 : CD -4 - Of -\\ 2 CDO g -41 1 ' ' r-n ZLU 0 IN,\ 1~LJ SHOMI i 111 I 11, 1, ED U) --1 1.-01/2 - STAIR T Tue/ . U - 4 4 O . D . 7 ./ ... : - V. .... 7.11 / 1 ..NI ./. D ! 1 9 11 88 I 9-I a O-Z 1 | GENERAL NOTES: XP 3 25 X 1.5 A ARE SPRINKLER AND /!RE ALARM 9/STEM SHALL EE INSTALLED -1< PER COCE AS REQUIRED BY THE Fox 1 < CROSS]NG SUBDIVISION AIREEMENT 2 ) L16/TIN6 SHALL COMPL/ AITH THE 2004 IEGO ANP THE (DIT¥ OF ASPEN ~ 5096 OF THE LAMPS IN PERMANENTLY pARK SKY ORD!NANCE. A MINIMUM OF INSTALLED L]IHTIF F!/TUMS SHALL BE HI(H-EFFICACY LAMPS. 32 k~- SURFACE MOUNTED MALL , 90·ONCE AS REGO AT EXITS FINAL LOCATION AND FIXTURE Tel DRAWING. 81 3·-4" 8' 4 16'-10 3// 31/2 7-0 1/2 1. 9 1/2 " 26'l· 1 4,1. a 4) HEATIN<3 AND COOLIN,6 LOAD LOPNIER LEVEL PLAN , CALCULATIONS USINe MAIiAL / AND 12-1 1/4 · EQUIPMENT STZIN6 ueIN6 MANIUAL S ISSUE: DATE: 12'-5 0 15-62 ~ 12-5 In |-2-64 1 SHALL BE PROVIDED TO THE CIT¥ OF 1 1 ASPEN B¥ THE MECHANICAL LAND USE 5-15-14 i ~ CONTRACTOR PRIOR TO MECHANICAL vt /4 · 1 1 1 EQUPMENT INSTALLATION I 1. 1 5.) * SMOKE 4 00 DETECToRS ~ ~ UU -~~ ~ ~4'-0~ (TOPS ELEV) = COPE JOB NO. 1329 49 1) BUILPING REFERENCE ELEVATION 6) HANDRAILS ANO GUARD)RAILS PER 1 31 333 55' +191- ELEV) SHEET NO NORTH - ~ LOWER LEVEL PLAN A2.1 I 01 4 8 MPYRIGHT CHARLES CUNNIFPE AROITE(I 91031IHOW¥ 3=I=IINNAO S3-lhIVHO 299*-OG-016 :)(¥3 1 0699'SZ6'026:131 1 L [919 00 'N3dS¥ 1 -3AV NVIAIAH 1993 0L9 A 30¥& 6990 7 9.9 9 32'-111/3 I 12·-6 3/4 0(nt'00 'N3dSV 1. 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SLAD \ L~ ELEV = 88'-2· \\-10 92*579- u 4 » (4. 87 5-115/8 - t 5'-11 5/8 32 1-- IC31_IL_1 7 ill_ 16)i .*7*3 ~ :- I,A 0 Ir/1/4 1- 11 1 1 - CE ILL=:== it.1 8 /51/2. 11 59/ | to--1 I/2 ' 4-0 # .-1 I 8 4-' = 9 r 9 1 3~717.5 1/2 13'-9 1/:· ~2'4 31/2~-·~ * ~31/2. .. , 0 11.-11 1/4 · L 3 '/2 ~ , 6 - R ~ TO SLAB 3 1/2. 1' 1 1 4 0 /2 flo 34 0 \\9 'Ir 11« f 9 ~ -2 -*f-mmy* 9 ELEV . 88'-0. PA 6 ~P, - uP 1 - - 1.14 41-7 EN -LIT..3 @lk ii 1 0 / L -__1 cim X I \\ il --- IN:4- -2-0-1- ----------- r 4 4 2 . -~ 1.-E-1 UNS ~ OFFICE ~ - ' - 4100 ..-1.......1 e g fri Il H) 0 (1 \ L-----2 4 \ C_c$ET - . »13*1/j (1 2 £1 -==»=c- M- b A It L 0 | r. 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AT EXITS, FINAL LOCATION AND FIXTURE TB D DRAWING: Il'-5 3/6 !4 -1 12-5/ 8'-6. 11-4 1 10.-246 10 4.i· HEArlll AND COOLING LOAD MAIN LEVEL PLAN 0 1-5 1/2 - -5 10 - CALCULATIONS USING MANUAL / AND !2'-1 /4 Ed:PMENT 5IZIN6 USING HAKLIAL 6 ISSUE: DATE: 12-51/2 * 15-I 12-5 1/2 Il·-e . SHALL BE PROVIDED TO THE CITY OF ASPEN BY THE MECHANICAL LAND USE 5-15-14 CONTRACTOR PRIOR TO MECHANICAL EQUIPMENT INSTALLATION. 70 -6 i/4 W \ | | 53 * SMOK-E & 00 DETECTORS U HANDRAILS AND ebARDRAILS PER CODE JOB NO 1329 8 6 4 * G ~ 6 100'-0- . 94'-0- 0 0 ELEVJ • 1 / eUIL[DING REFERENCE ELEVATION 1933.55· (MBL ELEV; SHEET NO. NORTH MAIN LEVEL PLAN A2.3 - ~~ %" · 11-0" ~ ~ 0\ 4 5 MYRiGHT [HARLES [UNNFFE ARCHOE[TS I 9 3'-6 3/4 • ~ 4'-10 7/8 · 91031IHOMV 3=IBINNAO S3-lhIVHO ZE*'086-026 :)0~ 1 0699-9E6-016 131 1 1 1919 00 N389¥ 1 '3AV NVIAIAH -EVE 019 *3119 3048 6990 15'-11/2 99 e 5/8 - , 5 /2 SON ICI 1 0 NV-I XVPV 00780100'N3dS¥ Sj. *43 9 9 "© ©9 9 0 7 10'-6 1/4 ~ / 12'-7 I/4 · 12'-5 1/ 15-6 12-5 1/2 17'-6. 5.-9 1/4 « f .'-8 3/4 « www.cunniffe.com 14') Il 0- - -'EiI~-U 4=-ELL -2-3- -~op--~ ,~777,~~~Ii/N~,~~~,~~'' - t~----cl 42#-2-3-1-,4-:12 i-Z-_M-K-- 1 8.12 '>FI79999[EC~t¥I~I-~1»1 c .1 rE Fly-5 -1.-0 -3--i -T7 " C 0 0 [fl --CD ' . . -vr-7777-77«1 j·»EHor,Id*~~ --' Mi -1 h -1 Pr l 1 /Q-'%5 1 1 I'll'Illillillitilli' I&'I'QN'I/' 7 I'l WI'l 11- / ' ' - 1 - CLOSET '1<111,~11111~11~1'f i~f /.)<2r:~=44% 19 0 1 403 1 *11711- + .1 1 1 . 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PER CODE J 10 - --IL- -- 1 404 1-I1.-Cl_ -E<7--/ ~~MASTER BALCONY~ 5 ~~A // 0 B 1 11 1 / 11\// ° -44-tr<~ -2 2 ELEVIATOR|| r a. 1-- : 91*244-12 -L------- -12- /11 1 e 1 A A -- I-~F I7L~--~ :I----- 31 0- CLOSET -OVERFLOM | 1\RAILING re · RAOGN MI-le: ON SCUPPER :0 ~ SLOPE 1 - F NAL LOWIC·, re:i- 6 * 512 - \ 1 pER Coom \ <* 7 I STAIR 1 Tf p C z 9 -ipiz - =-2 EL==2 --=-U- v , -1 . 1 1 -2213 -- -- \0 . 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CALCULATIONS USIMe MANUAL J AND 12'-7 1/ 12'-5 I/2 ~ IN-6 12·-51// .'4 EQUIPMENT SIZINe laiNe MANUAL S SHALL BE PROVIDED TO THE Cir¥ OF ' ~ CONTRACTOR PRIOR TO MECHANICAL DRAWING ASPEN e¥ THE MECHANICAL EGUIPMENT INSTALLATION 10'-6 1/4 UPPER LEVEL PLAN ' 1 1 ' | 1 51 * SMOKE & Co DETECTORS ISSUE DATE: 63 HANDRAILS AND GUAR[RAILS PER 6 0 4 U 6 44 0 CODE LAND USE 5-15-14 1) eUILPINI REFERENCE ELEVATION 100·-0· = 44'-o· (Tcpo ELEV) 7<33 55· (MEL ELEV) dflj JOB NO 1329 SHEET NO. NORTH n UPPER LEVEL PLAN A2.4 ~ 4 014 6 1 »IGHT CHARLES (UNNIFFE AR{HJECTS 1'-9 5/8 - . %L ~-2-1 Wy ' S1031IHOk:IV 3=I=IINNAO S3-IhIVHO l99,-086-016 *31 1 0699-926'0]Z6 -131 1 1 1919 03 'N3dS¥ 1 '3AV NVINAH 16¥3 019 ODVB 0-~00 'N~ISIV NV-1 XVPV - - -1 1. 9 9 - 99 9 0 8 0 94 10©w,· , , - ell _Fb 11 1 1 1 !imi 1 1 1 1 1' 1 vAM,w.cunniffe.com 1 1 1 1 1 1 eUTTER ~ SNORGLARDS - , SNONSUARDS || SNOPIGUARIPS | - lo 0 0 0 0 0 0 ---------- - --~ SLOPE .126- 0 1.1 0 0 0 . 0 0 012 a 12 1 q. UTTER . 1 i .lgo 01... F i ' 111 -1,{8 111 D- ri '2 C, ' 1= 1 1 0- 0 1 3,12 1 . 341 1 4 SNOINGUARD 7 0 GOTTdk 5 .1 1 . -re 1 A42 , - M.2~ 0-el ----- V r. , 119 SLOPE STRUCTURAL FASCIA LINE OF f SLOPE SLOPE > 8.12 -Tly-' TYPICAL 8:122 ' 8 12 GUTTER ~ ~/2 . &9 eUTTER a n -- ,4 -------- --5-43 - 3 e F.P . t In I F P. 2 FLUE Ct '23/ IFLUE :1··· 1 e · ., 6 eli, b '1 % D i J 1 't. 2.-0» T L~ 4 t?la i &19 :i.0 ne u if: -0'f:.9111 r.9. 1 2.-11' 1 ' f | 4--»- - - 11 - - 4- l-- --- --- 1- --------- - - (1 -1 , A~ -- - ----1----- - 8~12 1.-ir-4- i LOFE £ 1-02=+ 4 1. '~ J V ~<11,1/ SNOnGUARDS SNONSUARDS 6 - SLOPE SLOPE- 13 39 832 5.12 ' -, 11 6 1- LINE OF STRUCTURAL FASCIA 3 RAPON MITIGATION I TYPICAL. SLOPE i -40- FINAL LOCATION T.B./. -NOMGUARC)5 - - '~ 1 812 , - GUTTER -I· W I U) I _ GUTTER I 0 0 1 29 _ _ _ _ _ _-J ~ ~3333332333~4 0 0 00 E - --- -1 M ZLU 1 .1 -how 1 ~ LINE OF STRUCTURAL FA~CIA 4 1 1-0 6 1 :AD SNOYOUARDS m U) TYPICAL i h H 1/2 A ILINE OF STRUCTURAL FASCIA E30 <01 / i - MI «01 li I v Tre'CAL Ndl 1 GENERAL NOTES: I dc€ m g | 8% 13 A FIRE SPRINKLER AND FIRE ALARM SYSTEM SHALL BE INBTALLED 96 PER COPE AS RE/UIRED BY THE FOX GROSSING SUBDIVISION AIREEMENT. ..=IL 2) LIBITING SHALL COMPL¥ lili THE 20/4 IECI AND THE CIT¥ OF ASPEN DARK SK¥ ORDINANCE A MININUM OF 1 . 50. OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTINe FIXTURES SHALL BE HIGH-EFFICACY LAMPS lili li 13)+ SURFACE MOUNTED HALL SCONCE AB RED'O AT EXITS FINAL LOCATION AND FIXTURE TBD , 4 9 HEATING ANCD (LOOLINe LOAD 1% CALCULATIONS US[Ne MANUAL / AND E=ZNC--~ EQUIPMENT SIZING USING MANUAL 6 | ROOF PLAN AE>PEN W THE MECHANIC·AL [BSUEDATEl SHALL BE PROVIDED TO THE CITY OF CONTRACTOR PRIOR TO MECHANICAL EGUIPMENT INSTALLATION ~ LANDUSE 5-15-14 ~ 69 HANDRAILS ANC) WARDRAILS FER P=4=11 5) * SMOKE 4 60 DETECTORS CODE 1) DUILDIN,3 REFERENCE ELEVATION ~ JOB NO 1329 ~ | Ve.V 100'-O" * 44'-O' (TOPO ELEV.) = 1433 55' (MEL ELEV? ~ SHEET NO. 14ORTH CT) Ch ROOF PLAN A2,5 ~ NFl-7-22--M-6~-~ 1 014 aL-1 YRIGHT CHARLES [UNNFFE ARCHIJECTS OPC , SLOPE 91031IHON¥ 3=I=IINNAO S3-lhIVHO LSO'086'016 *3 1 0699'9E0L6 131 1 1 L9L@ 00 "NE]dS¥ 1 '3AV NVINAH 1-SVE 019 O1OH CIN¥1 XVPV T T &4. A 0 (4« 1 10 1 0 ----11 ---El r.11 --- -T.O. FL 9/ upPER LEVEL -.. .-.. .. .._ EL 120'-4·' rk TO. FLT 1 9 ' / 1 / \ 6 IA 4D 1 \ (41 / \ 1 www.cunniffe.com 4 <6 EL 111'-C ~ EL lit·-6· .h ------- ---9-----I -- - UPPER LEVEL ~ -OPPER[EVE-- I ---7 2 TO PLY TO FLY ' Ak EL 104'-9. -RAIN-LEVEr- MAIN LEVEL 4/1 TO PLT. -__-11 T.0 PLT / 2 1 \ / \ : F e __- F / 1-r I \ 0 <31 3U C-) SOUTH ELEVATION / ry® / A 1 1 1 1 . 01 4 8 A. EL 100'-O. EXISTING GRACIE eL loG:-O. 'h -~p-MAINIEVEL -- - ------- ------- MAINLEVEL FINISH ORADE TO FLY TO PLY C (9-1 0 1 9427 h~'3337 1 1 12 1 4 - - uPPER LEVEL 4/ C) UPPER LEVEL I 204 T.CD. PLT. T.O. PLT EL-119»1_/ 4/ MeTR BATH el T.O. PLT. 29 ~ 5 4 EL 111'-6' ki - - --- -- ---- -- - UPPER LEVEL- \~ ~~~7~~UPPER LEVEL 1 T.O. SHEATHING T.O. SHEATHIN6 4 EL 1079· _- ___- EL log'-21_dl 00 1 4/ MAIN LEVEL ------- --- MAIN LEVEL 4/ T.O. PLT ZLLI TO. FLA 111 6 01 1 11·')1 BO 1 \ / OCI O KEYNOTES 0-Z - GENERAL NOTES: x2 3 2 ~ STUCCO - TEXTURE AND COLOWS) . -__-_-____ EL 100'-OIL 6- 1.) A FIRE SPRINKLER AND FIRE lk__ct=1=22~ --__--_-- __- --_------ -- -- - - - - 23 4 TO BE DETERMINEP ALARM S¥STEM SHALL K INSTALLED PER CODE AS REGUIREP B¥ THE Fox ~/ MAIN LEVEL MAIN LEVEL f ~~| STONE VENEER - TIPE AND OR/55[Ne SUBPIVISION AGREEMENT TO SHEATHINe TO SHEATHINe ~ COLOR TO BE DETERMINED _ - 2 3 LleHTING SHALL COMPL/ MITH THE < [Il| PNOOD SDING - TYPE AND 2Ooq LEco AND THE CITY oF ASPEN i LL-1 COLOR TO BE DETERMINED PARIJ 512¥ (ADINANCE A MINIMUM OF 50% OF THE LAMPS IN PERHANENTLY INSTALLED L!6HT!Ne FIXTURES SHALL 0 ~ 11 STAN[DIN6 SEAH COPPER ROOF BE HIIH-EFFIGACr LAMPS 1 I 3) 4- SURFACE MOONTED PLALL r~-1 IMITATiON SLATE ROOF - STYLE AND SCONCE AS REG'ED. AT EXITS FINAL 1 ~ COLOFES) TO BE DETERMINED 4)C~~AND~OLIN~(LIp , | '~~~ Iximr-lilli7 ~ COPPER CLAD MINPOIS AND : CALCULATIONS USING MANUAL J AND ~ ELEVATIONS LIJ DOORS 1 EQUIPMENT 91 ZINe l.lDINe MA~AL 9 SHALL DE PROVIDED TO THE GITY OF I I ~I=--7=11 ~ TIMBER POST / BEAM / BRACKET FINISH TO BIZ DETEMINEP 23~1207/~ /~~/~~~~~CHANICAL I [GUIPMENT INSTALLATION. ~1 TRIM - TO MATCH TIMBER ~ EL 06'-O· ~h |__1 pos·r / BEAM / BRACKET FINISH. 53 * SMOKE 4 60 DETEWORS Laf'---- - 1<NOUSES1544 1 Mle LEVEL ~ ~/ LOPNER LEVEL 1 1 11 TO *EATHING 6) HANCRAILE AND GUARDRAILS PER TO. SHEATHING 1:1 : ~~ ovERFLOI SCUPPER OCIE 100'-0" = q.4'-0· (TOF' ELEV J = 1 | ~ ~ ~ ~ ~~ $-74 12-EL 1329 12 JL[PINe REFERENCE ELE/ATION 1.-E.1 COPPER SHINeLE 6101Ne la33 55' CMEL ELEV) I ' 0-1-WEST_E!=EXATION 1 1 I r=mo--i 1 ~ 'It® lilli .1/ %" - 1'-0" 1 I 121-4~ 1 ii Il 1 A3.1 1 01 4 8 1 AA EL 11'-O" LOWER LEVEL ~ -LOWER-LEVEL r --T- T.O *LAB L--_J L T O SLAB 91031IHOEIV 3=I=IINNAO S3-lkl¥HO l99*-026-026 XVB 1 0699-9E6-016·131 I 1 1919 00 'NPdS¥ 1 3AV NVINAH 19¥3 0)A9 SONIalOH tim vt'~92 9 VT kA-3/ AM' r-48 0 ic ~ 0 0 0 0 r.-1. 171 1 1 1 1 11 1 1 1 1 ' 3 EL 120'-1" EL_!22.L_ ------ ----------------- - - -- 4/ UPPER LEVEL ' 1 1 1 UPPER LEVEL K.1/ 4 T.O. PLT. TO PLT 9 NEL IN" /h A MeTR. BATH 4 www.cunniffe.com | 110. FLT 5 I i EL 111·-e· .h --- -- - -- -~-----1~------- - - -- -- -- - -- ------------ ---------- CPPEK-CEVEE-,- ./ UPPER LEVEL T.0 SHEATHINe TO SHEATHING 21_-UL:Oe-2 .__.__--__-_--_--L!~313 4/ MAIN LEVEL ~~~~~~~~~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~~ ~~~~~~ ~~~~~~~~ MAIN LEVEL 91 T.0, PLT. T.O. PLT. / 1 /\1 17 1 1 1 / \\ 3K I 6 1 L. 99 / 1 ~ ~ IN 1 ~ JS 1 | \/1 1\\/ 1/ 1 a E.*0=21 EL 1001-0,1 .IN ~/ MAIN LEVEL ~~ ~~~~~~~~~~~"~~ MAIN LEVEL ~ TO SHEATHINIS TO QEATHINS ~ 2 '7 TE - 11 11 1~r=0311 ~ 1 ~ 2 6 1- r-I_-~_r __-1-L E ~ 1 1 L 11 11 1 11 11 1 .._--_-- -EL 88'-O" ~1 MID LEVEL. L~ , i Exer. 4 FINISH eRADE TO SHEATHINS C e D I *©73 44.1 T A42 C-) NORTH ELEVATION 1 lip n 111 1 1 10 1 12/ 1 0 ~ lili \ lili 1 1 «92-37~.LIIJ...~ 1 014 8 r' 1 11 ~11=111 1 1 J-_-ui_-_-_-_ L i 11 5 00 --- ---- - -----**ERzE*- GENERAL-NOTES: - >A-=D 3% ~ ZLU ./·h EL I20'-41 - - - - -- ---- KEYNOTES 7-X U) C~ UPPER LEVEL - \ 1 8 - T.O. FLA T.0 PLT. // \ 21 1. A FIRE SPRINKLER ANC FIRE ~~| STUCCO - TEXTURE AND COLORES) ALARM 9¥STEM SHALL BE INSTALLED ILLI TO BE DETERMINED. PER 6/DE AS REQUIRED B¥ THE FOX 6 CROMINe SUBDIVISION AGREEMENT. « 4£ |~1 STONE VENEER - TYPE AND ~ COLOR TO BE DETERHiNIEP e / % \ \\ 1 2.) UGHT,Ne SHALL COMPLY ITH THE 0 4 DARK SK¥ ORDINANCE A MINIMUM OF |~~~~1 MOOD SIDING - TYPE AND ~ 50% oF THE LAMPS IN PERHANENTLY ~ COLOR TO BE DETERMINED ~ ~ 2004 1566 AND THE CITY OF ASPEN INSTALLED LleHTINe FIxTURES SHALL M HIGH-EFFICAC¥ LAMPS, ~ STAN/INe SEAM COPPER ROOF .=-1 3 2 1~ SURFACE MOUNTED RALL SCOACE AS RECID AT EXITS FINAL 1-21 IMITATION SLATE ROOF - STYLE ANC < ELM'-6 - -- ------ ------e 4 LOCATION ANC> FIXTURE TB O -- - - -- OPPER-LEVEL--7- LId coLORB) TO SE PETERMINED TO SHEATHING L - U 33322 - TO SHEATH[Ne 4.) HEATING ANC) COOLING LOAD 2 CALCULATIONS USIN/ MANLAL = AND ~ COPPER CLAD KINDONS AND EL 104'-" ---- ------------_ E. 104'-5' 41 EOUIPMENT 51 ZINS LISINI MAN,AL 9 LEI looRS -RRa-DEVEL- --- -- ------- --- -- - --- ~ MAIN LEVEL \-1/ SHALL BE PROVIDED TO THE ITY oF TO PUT T O PLT ASPEN B¥ THE MECHANICAL 6-1 TIMBER POST i BEAM / IRACKET CONTRACTOR PRIOR TO MECHANICAL ILL_1 FINISH To BE PETERMINED EQUIPMENT INSTALLATION, E~1 TRIM - TO MATCH TIMBER 5 j * SMOKE & 60 DETECTORS LZ_1 PosT / BEAM / BRACKET FINISH. r==~ , /4 6) HANDRAILS AND SUARPRAILS PER : ELIVATIONS DOOE ~ OVERFLOIN SCUPPER liSSI------1-DATE--1 1.) eUILolle REFEFIENCE ELEVATION 100'-O- = 9*r-O·' TOPO ELEV) = ~ LAND USE ~ 515-14 ~ 7433 55· +SL ELEV) ~ COPPER SHINeLE SIDINe IL=.=222_.--- 1=2=22_6. MAIN LEVEL 9 1 JOB NO. 1329 1 I 9/ MAIN LEVEL T.O. SHEATHING TO SHEATHING 1 FEETNO.-~ 11 1 11 li 11 j ' a EAST ELEVATION 1 A3.2 1 D | | Qi 46 1-72-3'-7'-*--j~~ I~lilli Lt 91031IHOEIV 3:I:IINNAO S3-IBVHO L992'066-026:)(\/3 1 0699'SZ6-0Z6 131 I L 1918 00 'NldS¥ 1 -EAV NVINAH 16¥3 0£ SONIalOH ON¥-I XVPV GENERAL NOTES: /. 1.) A FIRE SPRINKLER AND FIRE ALARM SYSTEM SHALL BE INSTALLED PER 00/E AS REOUIRED BY THE FOX GROSSINe SUBDIVISION AGREEMENT 23 LIBHTING SHALL COMPLY #TH THE la 20(qi IEct AND THE CITY- OF ASPEN PARK S<¥ ORDINANCE. A MIN/UM OF 568 oF THE LAMPS IN PERMANENTLY INSTALLED Ll<5HTIN€3 FIXTURES SHALL BE HIGH-EFFICALI LAMPS 9.) 1+ SURFACE MOUNTED MALL SCONCE AS REa·P AT EXITS FINAL LOCATION AND FIXTURE T eD 4) HEATNe AND COOLING LOADP CALCULATIONS USING MANUAL J AN' EQUIPMENT SIZINie USINe MANUAL 9 SHALL eE PROVIDED TO THE /T¥ OF ASPEN 13¥ THE MEOHANIEAL CONTRACTOR PRIOR TO MECHANICAL Eoul/MENT INSTALLATION. 5) * SMOKE g CO DETECTORS 6.) HAN/RAILS AND SUARDRAILS /ER vA,.w.cunniffe.com CODE 1.) BUILPINe REFERENCE ELEVATIONI 0 8 8 0 023 7933.55' (Hel El-EV) 100'-0· = q*'-O· (To/O ELEVJ = /C1 I /30 *13' 44 3 ~ 419\ 1 , Ey\. 1 1 \34-7 - 1 11'11'11'11 1'.1 4,1 11'11,11111 ir--= lilli 1.\0/ / EL 120'-4 11 ./U' 1111,1111111 111111111111j cl X- * EL I2O'-1 ' - UPPER LEVEL ~ UPPER LEVEL C q ,-*.*\ 1/ / T.O. PLT T O PLT. I 98 / A<1.11- - 'i _ r R-1/ Aq.1 1 11 1:1 Ill 1 1 1 1/1.1 l i l i HALL CLOSET MASTER BEDROOM Irl 2,4 / Aq.11 .-4/-40\1111'11111111 1 >.,/*4.4144. N /1 lilli lilli [-2-1 I 405 I 1.=-1 .-I L m_»._9 11_ _ CE, -4 --M?* 1 EL 111'-6" 0 UPPER LEVEL T.O SHEATHING ~ EL Iq'-3. -- , - \\ MAIN LEVEL r 43)~\¢1 / ~ ______d ~ | A-1 / Ag. U-- 1 i"J T.O. PLT 413' ' ELEVATOR -----__i 1»1/.411 - -7-1 F-Tr ~r TJ F-2 /Al.I I 1GREAT ROOM - + ,4-4 / A' 1 | GARAGE „ r -r~_ LEL-1 11 F-1 / Aq I | L=~1 - 4-38 / Acl * - I r 1 STAIRS ~ L 1 '41-1/ Ag I ; L .- 1 / Aq.I I ..| EL 1001-014 ~ $ EL ICQ'-0 , MAIN LEVEL MAIN LEVEL · 1 T.O. SHEATHING TO. SHEATHINe lignin 1 26/Aqi» - Ty \ 1 / 0 r ~ *0 / m» - LAUNDRY 1 ~ M-5 / At.1 I - GUEST 'BEDROC,IA I BATH OFFICE / CD r - 1-321 1~ - 9 1.1 r / AC'.1 1 (00 E : / 11 Eul I rul ELE 'ATOR / ZUJ F-1 /Aq.1 mu) 2 ELe| -0' 4-_-'~ - Al- i ---- / 1-_-3 k~~Th TO. SH~1 /~S 05-1- 0 F=(223333 L li 1/) STAIRS 1 I r.$/Ag.11 UD O ~ -----. ,/ EL 88'-O' 0 09 I k T O. SHEATH./ SLAB : - C -1 EIP 06 Z 5 1 1 '17-n 4 LO -- 96 2 8 L BUN KROC4 1 , BATH - -~ ' MECHANICAL ~ 6 - -1 < I E---1 ' 3 ' r'-5/ Aq.1 | 1 1 j / :r - ELEVATOR | ~ 1 1 / rl-5 / Aq I - - 1 l__ 1 [ Xi I I U-3/A F-4/AMI | ,\/1 1 1 / EL -71'-O" ~ 4 EOINE,NEVEL »--( E---&1-7---"---------"--~ ' ' ~ · ' L__1] kra LOMER LEVEL T O COMIC. SLAB TO CONO. SLAB BUILDING SECTIONS DRAWING ISSUE: DATE: LAND USE 5-15-14 JOB NO 1329 ~~ BUILDING SECTION SHEET NO. A 'h,1 - 1'-0" '6..1 Ot 4 5 A4.1 EPYjGE [MARLES :UNNEF£ AR[¢hTE[15 1 91031IHON¥ 3=I:IlNNAO S31hIVHO L99·FOG-026 3<¥3 1 0699 Sm'&6 :131 1 ~8 00 'NldS¥ I '3AV NVMAH iS¥3 019 003~7010~3~'N3dS¥ 1.) A FIRE SPRINKLER AND FIRE ALARM 5-reTCH SHALL K INSTALLED PER COPE AS REOUIRED B¥ THE FOX CROSSIN6 SUED! VISION AeREEMENT 2) LI/HT,Ne SHALL COMPLY AITH THE /al 20, IECO AND THE CITY OF ASPEN PARK SKY ORDINANCE A MINIMUM OF 5056 OF THE LAMPS IN PEPMANENTL/f INSTALLED LI/HTINe FIXTURES SHALL BE HIGH-EFFICACY LAMPS 3) ~1 SURFACE MOUNTED KALL SOORCE AS REG'P. AT EXITS FINAL LOCATION AND FIXTURE Ter) 4 1 HEATINe AND COOLINe LOAP CALCULATIONS USINS MANUAL J AND EGUIPMENT SIZIN< USINe MANUALS SHALL BE PROVIDED TO THE CITY OF ASPEN 81 THE MECHANICAL CONTRACTOR PRIOR TO MECHANICAL EGUIPMENT INSTALLATION. 1-1 59 * SMOKE 4 60 DETECTORS 63 HANDRAILS AND GUARDRAILS PER www.cunniffe.com CODE 39 BUIL/]Ne REFERENCE ELEVATION 100'-O" = 44 -00' (TOPO ELEV) = 1933 55' (Mel ELEV) R-1 / Aq.1 SIM EL 120'-9 22+- /7\ -9 UPPER LEVEL ~~ ~~ ~~ 3eys'M --------- UPPER LEVEL 4/ T.O. PLT. TO. PLT ~ A-BA / Aq.1~-|~- 10 MASTER BATH rl-1 P«QA / AR.1 ICLOSETI 1=- 1 13411 =-11 Fal I \ 11 ---- Al / \ R- / 4.1 ~h. EL Ill -e· . .. .------ EL 111'-6" AA OPPER-LEVEL ---------- ------------------- LFPERLEVEL T.0 SHEATHING T.O SHEATHINIe EL 104'-3"4 MAIN LEVEL. 9/ - i.-1.------------------ ----------- ----- -------- ----- -------- I - -AunK\---- T.O. PLT. 4/ MAIN LEVEL T.0, PLT. MUDROOM KITCHEN DINING ROOM ~1 I~ GREATROOM '4-1 / Ag I 1 [Wl r 11 1 1-U-1 -2A / M.1 F-6 / A..1 F-6 / Ac.1 EL 100'-0" /6 dIA EL 100'-O" - T/EMAIN LEVEL -- --- - --AKIN-LEVEL T.O SHEATHING TO. SHEATHING PleA / Aq.1 ~--1+BA / Aq.11 1\ 11 / I 1 j ~ BATH ~ ~ ~~ GUEST BEDROOM ~ ~ ~ GUEST MASTER BATH ~ ~ GUEST MASTER BED IOUTDOOR ROOM M A-1 \ 1-331 / 1~2~1 1 /111 1 /11 \ \ FF-3-7-ANT-~ --3 1 / 111 / \ \ F-6/ Al.1 (Da 4 1,82 11, 11 1 ZLLI / EL 88'-0,11 /6 7-R (/) 493*tkwEL---------Pa - LOINER LEVEL ~/ GD To SHTe./ BLAB T.0. SHTe./ SLAE 00 A-5 / Aq.1 Ofr 1 li . 11 11\11 1 1/1 1 11 005 ®£23«~ --4 [1/ 11 11 38 1 BAR MEDIA ~ ENTERTAINMENT ROOM 7-1 ~71 | LE 1 1 -=:Lip 11 /1 - 1\ 1 1 1.-1 4.-1_L~___»L_~~_11] ~IN EL 7-1'-0· - .- --.-.----.- -COVVERLEVEL TO CONE SLAB T.O. CONS SLAB --__-_ --_ EL -77'-O" /-~ 413/ r=iNG-7 ~ BUILDING SECTIONS ~ 1 ISSUE 1 DATE: 1 ~ LANDUSE C-) BUILDING SECTION ~ JOB NO. 1329 ~ <B- 1 SHEET NO OF 4 8 I OPYRIGHT CHARLES [UNNIFF[ AKITE[IS 91031IHONV 3=I:IINNAO S3-lhIVHO Z99*'026+OZG :X¥: I 0699'9E6'0Z6 :131 1 U919 00 'N3dS¥ 1 '3AVNVINAH 19¥3 019 0*~V~B69~0' SONIalOH aN¥-1 XVPV ,. /e 060 0 10 ~ ww.-unniffe.corn £44.9 1 1 l\ 020 7101 F231 1 1=21 FLY ///// 411 2 710, R-1 / Aq. •TET EL 120'4 1 ~31 EL 120'-9· * *EL 120·-9 1 111- EL 120'-1 UPPER LEVEL -111 UPPER LEVEL UPPER LEVEL ~ - ~ EL 114'·-4"~ TO. PLT. TO. PLT - t=37 T.O. PLT «22~~33? UPPER LEVEL ~ T.0. FLT. I ' - 1 T.Q. PLT. MASTER BA -H \ l | | MASTER BEDROCM 1 ~ 404 ~ 1, HALL\~ ; F/7 / 11.1 2'At / Aq.11 /Y 1 -1 -M-GA / Aq 11 | F-1 / Aq.1 | | 12-1/ Aq.1 ] EL m'-6 0 4 EL HI'-e' EL Ill'-6' 0 EL 11!'-6 UPPER LEVEL -1 UPPER LEVEL UPPER LEVEL UPPER LEVEL T.0 SHEATHINS -4 T.O. SHEATHING MAiN LEVEL ~ -1 STAIRS MAIN LEVEL 4/ ~ MAIN LEVEL /\ - MAIN LEVEL EL io<que· - EL- 109'-3" rh EL lOg'-3 EL lOg'-3" ~ TO, PLT TO. PLT TO. PLT. -- 7-101 T.O. PLT E-7 1 7 tls/ KTCHEN I 1 /1 HALL i '1-1 / A..1 j 191/ Aq.1 1 |~~ - 1 W--7 / All| ErEVATOR EE___EE GARAGE JUD ROOM i [33 \ 1 r- 1/ L le 1 E - 1 J -r- 1 1 1 F. / Al.1 1 2 ~F-6 / Ad' 1 1 1 \ 1 J -1 1 1, 1 f ~ ~ M51'fc<€ 0 4 MAIN LEVEL - MAIN LEVEL ~ EL 100-0 EL 100'-0" Mkl'NLE-~EL -1 ' T.O. SHEATHING ~ ~ - 11 TO. SHEATHING 3 1 A-1 / Aci.1 1 F-1 / Ag.1 ~ 1 -1 1 / / GUEk MAS- ER BED • 1 OFFICE ~ BEDROOM 122_1 , 1 1 ------J LEE_1 i .233 - 2: | PV-5/Acl.1 ~ - _ M-5/ M.1 | M-5/ AMI.1 ~ -A-5/ Al.1 1 CD 1\1 |F-4/Ail| I -1 1 1 E- F-4/ Al.1 | 00 g 1 / 1 \ E--t EL 851-oil EL 88'-O" ' ~ 1 1 EL 88'-0· 0 *EL 88'-0~ 1 ~ LOINER LEVEL -L_~ LOINER LEVEL LOMER LEVEL Unj ·· - T- ·· - - 05 C/) J Lar'IER LEVEL ~ Z LU O TO. SHEATH1NS T.O. SHEATHINS D O L' STAIRS FL 1 OI 4,9 I ¤ OC MEDIA ' 01-5 / Aq.1 | - Mi IJ ------ 01-34/ Acl.IL - 1 i -1 <C | F.4 /Aql~ 3 ,- J- 1 3 EL 11'-0 GENERAL NOTES: C EL 11'-0" ~ 0 LOVER LEVEL - - - _'-- LOINER LEVEL ) A FIRE SPRINKLER AND FIRE TO. CONG SLAB 11_JI TO CONS SLAB ALARM SYSTEM SHALL BE INSTALLED \,9-' 1 PER CODE Ae REQUIRED BY THE FOx CROSS[ble eleolvISTON AGREEMENT 413/ 21 LI/HTING SHALL COMPL' WITH THE 2ooq IEIC AND THE CIT¥ OF ASPEN DARK 51<7 ORDINANCE A MINIMUM OF DRAWING: 50% OF THE LAMPS IN PERMANENTLY INSTALLED LI6HTIN6 FIxTURED SHALL BUILPINe SECTIONS SE HIGH-EFFICAL¥ LAMPS. ISSUE: DATE: 3.,) k·~· SURFACE MOUNTED PNALL SCONCE AS REO'P. AT EXITS FINAL LAND USE 5-15-14 LOCATION AND FixTURE TeD 49 HEATING AN[) COOLINI LOADD CALCULATIONS USING MAKIAL J ANC) EQUIPMENT SZINe USING MANUAL S 5HALL DE PROVIDED TO THE CITY OF ASPEN BY THE MECHANICAL .08 NO, 1329 - BUILDING SECTION E/JIPMENT INSTALLATION. ~ BUILDING SECTION CONTRACTOR PRIOR TO MECHANICAL le) D 5) * SMOKE 6 GO DETECTORS I" ~ | SHEE-INO 6 ) HANDRAILS AND 6UARDRAILS PER 01 4 8 CODE 01 4 8 13 eoIL/]Ne REFERENCE ELEVATION loG:-0 = 44~-o" (TOPO ELEVJ = A4.3 7433 55' (ME ELEV) DOPYRIGHT [HARLE S [ UNNIFF[ AR[MITS 91031IHOMV 3=I=IINNAO S3-lhIVHO SOMO XO=1 299V'026'0Z6 3(V: 1 0699'9Ee'0t6 131 1 K 1918 03 'N3dSV 1 '3AV NVMAH 1993 0L9 *311¥ 3 ¥3 6990 VUVUW I V 1'11-luu' ilizilll la 9 9 9 9& 4 3 44 ~ 0 6 /4 ~ E~------------7----4---- ~ 12'48"'/7-/ 12'-1 1/4 ~ 12-51/2 15,-6. 1 1 ! 1 1 1 1 1 1 4 11 --- ---------7 (3 POWDER ~ MUDROOM 1 GE] 11 GO 1 -6 A.IF i 919 www.cunniffe.com 1 1 j 1 Ill 1 1 1 f! i 1 1 1 7 | DINNING RO{~VI KITCHEN |1 9 A 1 , 1-2-11 1.-371 1 11 ~ r I 1 1 »4 2/ 42 0 , GREAT ROOM ~ | ~- ---------- 307 0 1 1 ---»---»-t ----------- - r- 1.17 HALL ~~ = / 3 6 i i ~14'-6· A.F F. 9 1 1 -~~10.-0. AFF 1 1 '*3/ 1 7 GARAGE " @ It 0- 1 - -- - --------- -- --Cl B -1- 11 ky 11 IIi R f L 0 / : / 1 1 1. - ~ ~ - -1 STAIR 00 03 I IIi I H ZLLI >- 1,-- LU D .· J TIMBER TRUSS TIMBER ~ ~ 1 1 1 1 H O·> 23 1 1 1 i i I liti I i I ill I I l l ! 1 Q I 1 1 1 1 1 - ~ REFLECTED CE)LING PLAN ~ I.'-1 I/4 12-5 1/2 ' ~Itb':/31/67/ ~ kNOUSE5-1511_1 L---------1----------4-----~-11 70-el/4 4 6 4 ~ 6 4 4 6 'JOBNO. 12 , y Al 1 SHEET NO. NORTH /Th /--3 MAIN LEVEL REFLECTED CEILING PLAN A7.1 L--11 01 4 8 [ OPY']GHT [HA'ES [UN... AR[int[TS I 91031IHON¥ 3:I:IINNAO S3-lk:IVHO ISSOk:10 X03 SONICI1OH CINV-1 XVPV 295*'OES'0/6 3(¥3 1 0699'966'016 131 1 L I.918 03 NBdS¥ 1 '3AV NVWAH 15¥3 0[9 SAOH '£ 101 00¥80100 'N3dSV - - -~+-Wj-~-~~~~-~j~-Ii.----M--i-~- ~~-& 1. 9 9 fy 99 9 0 0 70 -6 1/4 1 1 1 1 1 1' www.cunniffe. com i 1 1 1 1 1 1 1 1 1 1 Iii I 1. 1 1 1 1 1 --- ---El 11 1 11 1 1 11 1 CLOSEI| 11 ca | MASTER BATH ~ , 6 [Ul 1 '-0 AFF. ~0-0 Ar F Ch N:331 TIME3EI 1 1 Ill I TIMBER 9-I---------- ' := 0 k; = ' RIDGE BEAM TIMBER /106/ I HALL ! O 1 1 . 11 1=1 m q 111 11 1! 1 TIMBER (81--- 1 -------i~ ~i--1-1- ---1- ~ull--6- ---1- -- --- - ; A 81 1 -- -14,61.14 -- I -----il-- - -1-- ey L 1 1 1 € , 1 b i 0 ~ O 0 1 L E 1 Z- 38 UJI!8 ¥ ¥ m ./.FU. , 1 1 11 1 1 1 GENERAL_NOTEQL M Ill 1 0 1.2 A FIRE SPRINKLER AND FIRE 1 1 I. 1 ALARM SYSTEM SHALL BE INSTALLED --1 PER CODE AS REQUIREP BY THE FOX CROSSINS SUBDIVISION ASREEMENT. | | I || 2) Uwl!46 SHALL COMPLY /!TH THE 20, lEGo ANC THE CITY OF ASPEN PARK SK¥ ORDINANCE A M]NIMUM OF i 50% OF THE LAMPS IN PERMANENTLY INSTALLE[/ LI<HTINe FIXTURES SHALL BE HIGH-EFFIEAC¥ LAMPS 1 1 1 1 11 1 ' 31 k~ EURFACE MOUNTED INALL 500#CE AS RE// AT EXITS FINAL LOCAl ION AND FIXTURE TeD 1 { 4) HEATINe AND COOLINe LOAD ~ REFLECTEr DE L,Ne 0LAN ~ , CALCULATIONS /51/6 MANUAL J AND; EGUIPMENT SIZINe USINe MANUAL 5 13*77-DATE--1 12'-1 1/4 12-5 1/ ,/1 SHALL BE PROVIDED TO THE Cir¥ OF 12'-5 I/2 ' 11.-6. i ASPEN B¥ THE MECHANICAL- ~ LAND USE 5+15-14 ~ , ' CONTRACTOR PRIOR TO MECHANICAL 1 . EQUIPMENT INSTALLATION. 1 M 11 53 * SMOKE a CO DETECTORS 6.) HANDRAILS AND> el,ARDRAILS PER 4 6 4 929 4 6 „y 6 = 1.22· 1329 ~ Al , Di U BUILPING REFERENCE ELEVATION 100·-0· = 44 -0·' Propo ELEVJ = 7483 55' (Mel ELEV) /th 1 SHEET No. NORTH /11 01 UPPER LEVEL REFLECTED CEILING PLAN A7.2 (3- 1--1 0 4 6 91031IHON¥ 3=I=IINNAO S31hIVHO 02:10 X03 295+-026-0Z6:XY:1 1 0699-966'0Z6131 1 L 1919 00 NBdS¥ 1 '3AY NVINAH 16¥3 0[9 A311¥ 30\&16990 15'-7 1/2 - SONIalOH CINV-1 XVPV 00VM0100'N3dS¥ /. PASSIVE SUB MEMBRANE DE PRESSURIZATION PASSIVE SUB SLAB DE PRESSURIZATION IM RADON CONTROL SYSTEM RADON CONTROL 9¥97-EM 1. INSTALL A LENGTH Or: 3" OR 4" DIAMETER PERFORATED DRAIN TILE 1. ALL CONCRETE SLABS THAT SOME IN CONTACT MITH THE SROUND SHALL BE HORIZONTALLY BENETH THE SHEETING AND CONNECT TO THE "T" FITTINS LAID OVER A GAS PERMEABLE MATERIAL MADE UP OF EITHER A MIN. 4" THICK LAYER MITH THE VERTICAL STANDPIPE THROUaH THE SOIL-GAS-RETARDER OF CLEAN AGGREGATE, OR A 4" THICK LAYER OF SAND, OVERLAIN B¥ A LAYER MEMBRANE. THE HORIZONTAL PIPE SHOULD NORMALLY BE PLACED OR STRIPS OF MANUFACTURED MATTINe DESISNED TO ALLOW FOR THE LATERAL PARELLEL TO THE LONS DIMENSION OF THE HOUSE AND SHOULD EXTEND FLOW OF SOIL GASES. NO CLOSER THAN 6 FEET TO THE FOUNDATION MALL. 2. ALL CONCRETE SLABS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE MITH LOCAL BUILDING CODES. 2. VENTILATE GRAMLOPACES IN CONFORMANCE MITH LOCAL CODES: VENTS ADDITIONAL REFERENCES: AMERICAN CONCRETE INSTITUTE PUBLICATIONS SHALL BE OPEN TO THE EXTERIOR AND BE OF A NONCOMBUSTABLE DEDISN. ADI302.IR 2 A01332Rj' OFE THE POST TENSIONINe INSTITUTE MANUAL ' DESISN AND CONSTRUCTION OF POST TENSIONED SLABS ON SROUND.' www. cunniffe.com 3. ALL OPENINGS>, GAPS, AND JOINTS IN FLOOR AND MALL ASSEMBLIED IN CONTACT MITH BOIL 3. CIRCUITS SHOULD BE A MIN. IDAMP. ll5 VOLT. OR GAPS AROUND VENT PIPES, TOILETS, BATHTUBS OR DRAINS PENETRATINS THESE ASSEMBLIES SHALL BE FILLED OR CLOSED MITH MATERIALS THAT PROVIDE A PERMANENT AIR TleHT DEAL. SEAL LARGE OPENINGS MITH NON SHRINK MORTAR, GROUTS OR EXPANDIN6 FOAM MATERIALS AND SMALLER SAPS MITH AN ELASTOMERIC JOINT BEALANT, AS DEFINED IN ASTM Oq2O-8-7 4. AN¥ VENT PIPES SHALL BE BE INSTALLED 60 THAT ANY RAINMATER OR CONDESATION PARIANS DOMNAARD INTO THE SROUND BENEATH THE SLAB OR SOIL eAS RETARDER MEMBRANE. 5. CIRCUITS SHOULD BE A MIN. 15AMP. 115 VOLT. 4p EXHAUST SHALL BE 17 MIN . EXHAUST SHALL BE 10' MIN. 4 FROM OPEN]NeS INTO FROM OPENINGS INTO CONDITIONED SPACEG CONDITIONED SPACES OF el;ILDtN6 12· MIN, ASOVE OF WILDIN6 12" MIN ABOVE . ROOF MATERIAL ROOF MATERIAL MANUF. TRUSS MANUF. TRUE>9 OR CUT FRAME OR CUT FRAME OOFT€OOF rr-1 FOR FUTURE INSTALLATION n• 1 X4444, OF VENT FAN NOTE B FOR FUTURE INSTALLATION OF VENT FAN NOTE 5 INTERIOR PARTITION ~_~~--~ECTRICAL JLNESTION BOX i -t- INTERIOR PARTITION ~LEC™ICAL JUNCTION BOX FLOOR FLOOR ASSEMBLY ASSEMBLY _1_________L . 00 1 -1 1 - 1-1 c~:»SUPPORT STRAPPINe I~ C*,~-SLPPORT 917<APPIN» 1 ~ z L.11 -1# ' i -CO L g}D =1 N -4" DIA VENT PIPE , CRAMLBPACE NOTE #2 ;-4--- -.til-- 02 9 ~ PVC OR EQUILIVALENT -- i- NATERPROOF SEALANT PNATERPROOF SEALANT - 6 APPLIED TO EXT. FOUNDATION 8 92 APPLIED TO EXT. FOUNDATION 6 4 0 1 SEAL OPENINGS IN SLABe . ' ~ 1~ MALL (UP) . A 2- MALL (TYPJ AND AROUND PENETRATIONS SEAL OPENINGS IN SLABS -2 0 NOTE 23 : SCAL OPENINeS IN SLABS AND AROUND PENETRATIONS · 5 - AND AROUND PENETRATIONS NOTE: 8 . 23 SEAL OPENINGS IN SLAUS --J NOTE: 3 AND AROUND PENETRATIONS PVC T-FITTING OR EG. TO PROVIDE SUPPORT FOR \ 90)L BAS RETARDER MEMBRANE NOTE. 3 SOIL GAS RETARDER MEMBRANE VENT PIPE 6 MIL POLVETHELENE SHEETING OR 1~/Rit EQ OVERLAP SEAM 12" MIN e MIL POLYETHELENE SHEETINe OR ES 41 - OVERLAP SEAM 12'* MIN. 8 SE AL- PERFORATED DRAIN TILE SEE NOTE :11 [ 1 -' ·12·73-1* 44. 1TlfremliILITIWim*n~j#FEETel» -91.44.2 12, 1]311mt=ELLEWIWEHE1E1.I-Et.W 6 1--»7: --~-1 DRAWING 6447 ISSUE: DATE: UNDER SLAE UNSULATION LAND USE 5-15-14 4'· THICK BAS PERMEABLE LAYER NOTE I JOB NO. 1329 SHEET NO. C-) RADON MITIeATION IN CRAINLSPACE- SAMPLE DETAIL (7 RADON MITIGATION OVER SLAB- SAMPLE DETAIL ~00/ NOT To SCALE K._-0~ NOT TO SCALE AD.0 i DETAIL PROVIDED FOR ILLUSTRATIVE PURPOSES ONLY. DETAIL PROVIDED FOR ILLUSTRATIVE PURPOSES ONLY. REFER TO LOCAL AUTHORITIES FOR ACTUAL REQUIREMENTS. REFER TO LOCAL AUTHORITIES FOR ACTUAL REGUIREMENTS DOPYRIGHT [HARLES [UNNIFFE AR[HITE[19 ~ 91031IHON¥ 3:I:IINNf10 S3-Ik:IVHO BO XO=1 ZSSV'0Z6 026 :XVH 1 0699'966'026 331 I L 19LS 00 TDdS¥ 1 -3AV NVINAH 1903 0 t9 SONIalOH Xvrv 00¥30100'N3dSV * n | INTERIOR SOUND CONCRETE ~ALL REF PLAN FOR FURRED ROOFINe A/OVE vv--C) ~ ISOLATION MALL. W--7 ~ EXT. MALL ./ STUCCO W-6 I r,, sioNE VENEER FiALL LOCATIONS 4 OUTDOOR SPACE HEATED SPACE 9-2 R-1 ROOFING ABOVE WHI ROOFiN6 01/ENSIONS -- RE: TO ROOF PLAN FOR LOCATION ROOFIN6 TO BE 17- 5/8.6¥P Bo (M R IN INSTALLEP PER Mfa IM »4¢ET AREAS PURAROO·K INSTRUCTION!'5 ® 9·0/ERS) - ROOFHN' - 5/8- er' EC> CM.R. IN - BATT INSULATION / RE TO ROOF PLAN FOR -- 1 LAYER ROOF MEMBRANE / FET AREAS PURAROCLK ~~ v TR-21 IN) UNPERLA/MENT 0 .HOINE'I) ~~ tLOCATION. ROOFING VARIES TO I INSTALLED .*IDS 4.-2-2 FEF .Fe INSTRUCTIONS 50/4 IN eLANKIT INSULATION -- 2/ STUD F./.1/6 \ ISEE ROOF / ~~SEE ROOF ROOF SHEATHINe (FULL STUD THICKNESS) VAPOR RETARCER REF PLAN PER DIZE r* / ~PLAN -- PER STRUCTURAL // r- 69~~/~~~11LTIA 2/6 PLATES W 2/4 2 LA¥/Re 5/" 6/P. 6/0 ~ ~fft_ GATT ~NEULATION V R 91-RI-6-1 - 8" SPRAYED POLIVRETHANE PME;Vl [DEE ~NECP HOLEG ....~>\ /TA66ARD /00 /E <ERAPE * 2-0 0.6. %- %,-- 2/ sTuD MALL >€ - ROOF SHEATHIN<b %,i .<1- / REF: PLAN PER SIZE .- CONO )NALL PER STRUCTURAL 1 1 1...- / EACH SIDE INSULATION (R-491 MIN ) ~11: :117~v- 742 %3%5 (R-2! * 1 111 1 1Ir~ - R.F-TER REF. STRUCT. -TY' - CON'lhUOUSLY APPLIED \~ .»++H- -Pk nATERPROOFING, EXTERIOR SHEATHINe -- DRAINASE MAT MI - RAFTER REF 'TRUCT. ..... 3/&· MIN. AIRS>PACE i L.* f ,·e. %.%- 2-LA¥ERS al/Ne <ReUT /5310* GRADEE .bi . I ill 1,1% 2 - 64-Ne - REF. SECTION19 1 - P.... - C L./46 -REF·SECTiONS r--- - ./.HALTIC ...116 60/le' IMETAL LATH & STUCCO MAS&WARY TIES PER 00[PE =~ ~,3~~~ IMP OR FINISH EHES>ULE .0 1 1-1- Fr' 11 i '8 ROP 4 FINISH SC·HEDULE 1-'.. i FOR MATERIAL 1 FINISH -TYP - STONE VENEER FOR MATERIAL & FINISH -TYP N,1111 1 11 www. cunniffe.com 11 I,-1 11 ».6 -1 1 1 1 1 STEEL ANSLE PER STRUCT NRN USE VIHEN NECESSAR¥. FOUNDATION IALL REF· PLAN FOR FURRED W-4 11 HR RATED INT AL W--0[D i T-re[CAL AALL LOCATIONS v V-/ D ~ »,oop/METAL SIPIN6 ~- ~ .,/ STONE VENEER I D ~ INT MA_L- | W-3A REF: PLAN POR FURRED 1/ on ~ EXT. MALL / | W-2A 1 I Exr. „ALL W-5 1 „ FuRRING /ALL LOCATIONS / 2 DIMENSMONS 2 3.1 , - 5//- 6/F. Be. (M R IN 'iMENSiONS 2X6 >1% 2.4 METAL ~~>< 0.4000 -,- 5/8" 6YP. BED (MA. IN ~IET AREAS GURAROCK INET AREAS DC'RAFOCK , SHOWERS) @ SH/VNERS) - 5/2- 6*F. 80 (HR IN ><·h MET AREAS DURAFOOK b.<'. VAPOR RETARDER - VAPOR RETARPER - 8 SHOFNERS) 7 - 1 7 - - -- 5/5- T/PE X' er/. 8/ 5/8» //P /D. (M R IN EA. El I)E - TAPE 4 MUD 2x STUD MALL - BATT INSULATION TO ACHIEVE I HR FNET AREAS DURAROCK / - 2x STUD MALL - REF: PLAN PER SIZE >C- 9 9 (R-13 MIN.) SEPARATION f A g ® SHO/EPS; 1 REF: PLAN PER SIZE r - - 2% STUD KALL - /2 -- EATT INSULATION ER-21 MINJ - - 2/ STUP FURRING REF PLAN FOR SIZE 7/ 59-i SOUND eATT iNSUL 5,- / ' - MATT INSULATION (R-21 MIN ) 4--4 REF. PLAN PER SIZE - 5 - EXTERIOR SHEATHINS PER - SOUND BATT INSUL (R-21 MINJ · (IHERE APLICABLE) ~ - EXTERER SHEATHINS 7- - GONG FNP. MALL ~ 2-LAYERS BO* FELT - STRUCTURAL - WIL[ING PAPER -- PER STRICT. ~ ~x%* METAL LATH / MASON- TIES -- 2/6 STUD -LL HOLSE ./.AP - CONT. FLUID APPLIED REP· PLAN PER SIZE //- 39 1 KATERPROOFINe ORAINAGE HAT N 3/8 UL . MIN AIRSPACE FNO INSULATION AND DKAINASE REF PLAN PER SIZE - VERTICAL /4/00 Sto,Ne MAT (R-5 - *% inLL . STONE VENEER PER COPE I _ eRouT BEL" BRACE 3.// - >0 , '9 - 3 PROVIDE REEP HOLES - METALS'/1/6 ABOVE .RADE / 2'-O 0 C NOTE: FOR SOUND ISOLATION USE RESONANCE CHANNELS AND/OR STAGGEREP STUDS - LOCATIONS TO BE V.I.F. R ORNER/ARCHITECT - REFER TO FIN SCHED FOR FLOOR FINISH C o | DE'K & SALCON' 3/e DRAIN eOAFEC F-3 ~ HE.HANICAL Roop, 1 -C ~ r!/ SLOPED FLOORING F-1 | FLOOR / LIVING SPACE / HOT FLUID APPLIED - REFER TO FIN SCHEID - NATERPROOF MEMBRANE FOR FLOOR FINISH / OVER 1/2 ROOF Be / - PL¥/00[ ITRUCT 1 / - TAPERED Rely INSUL - 4 1* SHEATHING _.__-- CONG SLAB PER STRUOT. 1" MIN. THICKNESS 9' MIN I DRAIN - V SLOPE I 1/8 PER FT Vq]11 111 11111111111,1 1 11 1 LJ 16. /- FLOOR JOIST - REF ./'.... 12*Ef. V 7 V r. - PL¥/1/0/ STRUCTURAL- ENERGY CONeERVAT]ON NOTES: .1 i rr-·r-·r-r iii r-t- M.'90'.'."I- : 1/2- R..1 P INSULATION SHEATHINS - =r -i--i8/ -ATT SOUND INSUL V L - PROVIDE /Al·T SPACER -111 I -Lt.777= 1 --' 1. It is the intant op these co///4:ion doc.ments to compll /ith all of the FLOOR JOIST CLIPS FWERE APPLICABLE - REF: STRIET. requirements of the International Energy Conservation Cods. 2Ooq Edition, For residential constructle/. 3111E1IP' ~r~- INSINEERED FILL 942«»- 8· SPRAYED POLICRETHANE - CH*IE 2 Aspen ord Pitkb Cour·tg ars ir Climate Zorte 7 INSULATION ,« r j< 1. E--04 cn 7 1 - CLNe. - REF: SECTIONS, CD -- BATT SOUNCO INELL ROP 4 FINISH MHECULE 3 The reawired thermal value o the variows insuloting components of the Tharmal ~ PROVIDE BATT SPAGER - FOR UNCERFRAMING, Envelope shall bs as follows: CLIPS INHERE APPLICABLE MATERIAL 4 FINISH com g o. Fanestration U-Factor· 0.35• (includes al/zed /rd opaque doors) 51411€ht D-Factor: 04% - CLNe. - /EF. SECTIONS, /0. 4 FiNISH MHECU-E 306- Heat eam CoeFF,clert No requirement 1 FOR UNDERFRAMING iky 9 ME Cell/,1/1200' IE-Value. 49 MATERIAL 4 FIN]SH »100,5 Fror*a PNall R-value: 2I RESONANCE CHANNELS I <3 ED O 21@ Moss $11 R-Value: 14/21• (second volwa le more /1 half the insulation Is on Intailor) 0 9 (or· DEOX/,11/tion to fill framIng caviti CR-Iqmin.)) - CONCRETE SLAB PER STRUCT I 0 E H h. Basement Ball R-Val// 15/Iq· BASEMENT FLOOR SLAB3/ eAMEAK FLOOR / CR]VEMA¥ / INTERIOR • (R-IS For contirwous Irsulated sh//thing on interlor or extermor of the borne, or F-6 1 STRUCTURAL DECK ~ - 3/5 DRAIN BOARD F-5 ~ SLAe-oN-IRADE SLAB-ON-GRADE ~ Z R-1'1 davit,j insulation on tte ir,tarior of Ehe basement -all) HOT FLUID APPLIED i. Slab R-Value and depth of insul 10/4 W - MATERPROOF MEMBRANE Cd < E E • (/-15 for heated slabs/44 horizontal + vertical) OVER 1/2- ROOF BD Ir) , - - REFER TO FN SCHEP O u.1 ~. Orawispace liall R-ViI/0. 10/13• - TAPERED ~631,2 INGUL FOR FLOOR FINISH - 6 (R-la cort,tvows insul 9/athir,g on Interior or ektarior of the home or R-13 -- SLOPE 1/4- PEF 1'-O %- 4" MIN GONG SLAB - y NOM. THICKNESS cavity inewl on the 1/t/flor of the wall) 0 / I. MIN THICKNESS - REF· STRUIT - J k. Dwctwork outside the thermal envelope: hi,till:41.:+„m==m"" ' rl»==t- CON<·RETE PECK - SLOPE / 1/4- PE, 1'-0 - CONCRETE €4-AS i In ./. spaces R-e L 1 .1 1 .1 'a' REF STRUCT ENe. ---1 /, PER STRUCT All other ducts , -fa A El /1=1 19 m FFI a n - FLOOR JOIST - - .. - i l i l i [ T , 4- I I/2- ..IC INSULATiON R-6 - v v v v v --7 V 4. There shall De /0 gaps or /reaks / the thermal envelope (roof/calling, ~alls, baseme/km'ispace) I1Qlll REF STRICT ....0,€ BARRIER 444»1741111 - 5 SPRAYED Pot.TURETHANE ------ El Aji i ' ',~11 IL- Ett·l/ VAPOR BARRIER a sIU plates and rim Jois:s sk·/11 0/ insulated and sealed Mith a material that is INSULATION (R-44 MIN,J 3 I lEi I ;El I lei I lEi I lEI I lEi I [E~ 4· SAND BED Eli Eli BBIT).=IL-illia comcatlble /!th surrouf,/Ir'g materials b *Ird// and door franas shall De sealed around the entire perimeter of the BATT SOUND INSUL 11211 lE i 1- - ql.Eli~ ENGINEERED FILL 31 lEi 11-- ''i~- 5,-INEERE- piLL rough 0/enir'g Aith a fle.ble walant that is compatible /lth surranding materials 99999999999» Bors shall oe IeatHer stripped around th·/ entire perim./ter . . . u ·· EU-Ell]P- ~ ~- Ill V c Access Matches and doors From· conditior,ed to urconditloned spaces shall be - 143 - REF SECTIONS 1=\17 3~ 9 Mathdr stripped and Awlatcd to the sarr.5 level as 5urrow·iding surfaces. ROF• 4 FINISH SCHEDIA.E -~ |~2 -52fYPCONS~RucTION d. Al] per,/trations af the thermal enveloce For rrechanical ducts flues. PIpes ati FOR MATERIAt 1 F INISH ~/ shall le sealed /th a fle>DI/, heal res,st/4 5//lant materNal that s compatible ~r DETAILS ~lth the surroundirg materials ISSUE: DATE: a Recessed light •ix:,res Ir, callings or v.[alls latplear, co/ditioned and - 1-LAY'ER 50 urcondlttof~ad spaces shall have 1-0 rated h"sings and be se/led Ath a gasket ./PE x ./P IR' LAND USE 5-15-14 or scalart batr,/en the housing ard the Inter,or (emng or ~all covering 5 Cra,N spaces shall be //chorically ventilated - 5,4 ..6 FLOCRINe PER 6 The completed building/thermal envelope shall t>e tested For air tightress 'Nith - CARPET PER INT SCHEDULE INTERIOR EHED>ZE 11/4- TILE 4 HORTAR BED the Standard Blo~er Poor Test. OARPET .AL'DING ACHEEIVE - 92JNIP HAT l r- 1 A perre//ant cer.1Ficate shall be posted or or Tr,slds the electrical dIstribu:lon FM-4 ~ cot©RE rE -- EXPOSED AIGREIATE , 'vt--O 1 ./ET , ,Vi-= ~ '/ HARE»1000 4 TILE OFI 5~ /~9z 11/2 LIGHT-FNE,aH r CONS C" 0 | RADIANT FLOOR lin 1/2' Pvrr© 31 4| RADIANT FLOOR It JOB No. 1329 p€]rel Fo as not t./ 005'r,ct the visioilitu of th./ circuit dractoru label. The FM-1 I fZAPHANT FLOOR 0€ COLOREP cartificate shall list the pred.mrant R-Valwee for insulation in the thermal CONCRETE - 3" MIN -UN.O. -- 1/2- LIGHT-HEIGHT GONG / / LIeHT-F,1516" CONIC, 'AGIANT TUBINe- envelope and ducts outs·de of corditioned spaces; U-Value' for ferestration; tgoes W 2/ NAILERS SPACED 16 0.0. / / . - p NAiLEME; SPACED IHERE APPLICABLE and efhclancies of heatirg. 0001®0 ond wrvica .later heating equipment. . IN CONS _v.--..„-v-~,-6.-~L---4, IN SONIC SHEET NO -- ....P- pi:*5/5,&./9.7: 6/ 1 fllh '~-4-1- RACIANT TUBINS ly'.0.0.0 . 6 8- A minimum of SO percent of the lamps In permaner.tly installed iighting Fixtures IHERE APPLICABLE 4- 9%ERE APPLICABLE ~ f¥ - shall se high-e'ficatj [amps - TO FLOOR ASSEMBLY ,~~I \41- 1/4 ADOUBTIAL MAT ON - 1/4 AIGITICAL MAT ON /1.r// SHEATHINe /Nl/ Z - TO FLOOR ASSEMBLY E - - T 0. FLOOR AMEMell h Z -- TO FLOOR ASEHELY A9.1 DCF¥*DiT [pAR.ES [UNNIErt AK:TE[TS J L957'016'026 XVI 1 0699'916'0Z6:131 1 1 1918 03 LN3dS¥ 1 '3AV N¥#NAH 1-S¥3 019 91031IHON¥ 33:IINNAO S31k:IVHO 0610 X03 •-"I /0 / • Xvrv 3·' MIN - UNO I 1/4« NOM · 1. ~~-~EME 5.Ap ~ -milip Ear€yawl - - -eZZ;;7777752 RE ELEV 4 ELDS. SEC. C·~ ~ fall EOGE I EAS[03 4 - V/////////A -- 2x STUP /ALL - PRESSURE TREATED PLATE SLOPED TOP V <450 44444 REF PLAN PEF SIZE CAP FLASHING OVER - EXTERIOR SHEATHINI 2/ NCI SLOCKIN6 TOP PLATE OF MUD CONTIhUOUS VIATERPROOF]Ne ~NALL 71 V--0-« f C STUCIO / ' 8 NAILERS - 2/looP 'LOOKING / 10 nom. AIR SPACE 1 TO NOSE I / 1 2x INTERIOR POOD TRIM TO TO NOSE -- HASONARr TIES PER COCOE A ~ | OF STRUCT 1 / - EMULATE MOOC> OUTR!66ER OF STRUCT - PA-tkif / / 91,8-FAM.!A 4 5 nom. STONE VENEER - OVERFLO~ SCUPPER MOOP OUTRIGIER BErONP - LOCATE PER PLANS TO Al-1614 ITH EXTERIOR MOD OUTRISeER TO ALIeN /1 Fioo' TRIM AND INTERIOR MITH EXTERIM ~1000 ROVICE MALANT 'IM AFEOUND OPENIN69 SLOPE Of ROOF RAFTER TRIM AND INTERIOR SLOPE OF ROOF RAFTER C\»11>»11 *6/C@_72_2... TO. CONCRETE h /-2 22/ STRUCT SUS-FASCIA 2* STRUCT SUB-FAE<LIA • . Lij HoT FLUID APPLIED AIII -~ A I MATERPROOF ING MEMBRANE FINISH 1»«11 SLOPE TO ./All_ - METAL D/1P FLASHIN/ METAL ./1. FLASHIN// as,eit\111 1 ~ . 1 OVER FNPTN INAL.L CONT .ATERF'ROOFill e FLOOR TO LAP UND>ER CONT & 19 ---~0€2~--- - | , - - - --r ~.ZE[=3 I . I ./TERPROOFINI AT ..LL T.O. PLATE b TOPLATE *A I %, 4 .....00/ r - -- - 1 - - -144+441 -IO. pa'NQATION /48*L ab 1 > T- ix PRP HOLD 1 b i . ' - I & I D . 1. [7771 To. PL.fyNOOF_E_EZUBRIOR ~|N Z / 4 61 . V . . 1 www.eunniffe.com ~ FFm Itn- Fil In 019 - i i Ed - PRoVIDE remp I-/~ * .. 5 [/2 2x DOUBLE FASCIA ETI D --FF~~1 -11 %M AT STEEL ANGLE SUPPORT 2/ DOUBLE FASCIA IROUT BEHIND VENEER BELOPI / - PROVIDE FLASHINe Al/vE · 2 1/ . ~NiEEP HOLES AND GRADE TIMBER 4 STEEL ANGLE TO N Ix Tle SOFFIT 9 1* Tle SOF/N L*/ l.!~R CONTINUOUS WATERPROOF COATE[I STL. /ATERPROOFING. 9 b 2x EXTERIOR /400/ TRIM . AN<SLE & ANCHOR BOLT STEEL AN/LE PER STRUCT TO EML.LATE CONTINUATION 2x INTER1OR PIOOD TRIM TO A IN-2A OF NOOD OUTR!66£~ F4-2A EMULATE ~005 OUTRIGIER . TO SUPPORT HAS BEAM POCKET PER STRUCT ENe. KAMI PER STRUCT BOTTOM INSI[PE CORNEP FLASHING eENATH OUTR16*ER ./RE APPLICABLE OF TRIM AND OUTRI/(32/ TO OVERLAP rloor) TRIM BLOCKING AS REG Q TO ALISN ALONS SLOPE . TIMBER PgRAP MITH elll/ TO MATCH ROOF PITCH AS BOTTOM INSIDE CORNER ' MITERED CORNERS TO SHOMN DASHED OF TRi. AN' OUTRI.<bER <CONCEAL JOINTS AN/ TO ZIN ALONI SLOPE N FINISHED CEILING ANC FllkRINkS STANC 1 · PROUD OF MAS NOTE: DETAIL ASSUMEe To MATCH ROOF PITCH AS IN-5 niERE APPLICABLE IX ..6 CEILN6 ax!44 NOMINAL BEAM - 1 3/4 xe 3/4' DIMENSIONAL BEAM SHORN DASHED 'A _ CONT. FON /eATERPROOF1146 - ..Al ANeLE nHERE OCCURS /~h BALCONY OVERHANG & HEADER /h TYPICAL ROOF OVERHANG - ROOF OVERHANG 8 TIMBER PLATE C-3-Ig.FOUNDATION WALL @ GARAGE _ 1 12)-3'rr-I~Z~ L27-7=14 l~j)-1--:710- ~ le" = tv-0~ -- STAMPED CONCRETE HOT FLUID APPLIEP p,LATERPROOF MEME3RANE ---Irt--il--414 IF-2 ~-- RE[DIE CAP TO MATCH ROOFIN6 MATERIAL. -Iutr-{ad DEVELED NAILER 1 F-11 Ir 3141 L___! SELF ADHEREC FLEXBLE ¢62ERI2-RE~-M f /r GROUT BEHIND VENEER BELOW 6RADE 1 - FLASHING ROOFINI - REF: ROOF PLAN af .../.......2....2~- roR MATERIAL Irill .1- 1 IATERPROOF MEMBRANE TO ./.84 121' To. FIN. FLR.11»:r 9*-- 3/ - LAP SUB-SILL b I 1.-~ T.0_22220AL!2H_EVALL ~h PRESSURE TREATED PLATES RIDGE BEAM PER STRUCT r~ 12%13-2- 7 -- - - //// 1 i PLI.%*9f JOIST HANGERS FER STRUCT ~T~' ~ T.O. FLY • INTERIOR ~|3 „aa,%**2Ea,~**~Eaa,a£=£= , ,-=-1-WI'll / 1 · i EFFEFFEFiIFFFEFEFFFI 10 ...1 L \ I \ 1111--*- -*...ti / T.0 FLONOOP *~ 7 1-71' 4 : ..4. ..4. ·IYIIYIIYEE -3 A - Slle-SILL BLOCKING FINISH C.EILINe 1--~ 1 ·r O FOUNDATION ~AL L 4 1 1 22 - d ' r==2- 1 ' Mt-'36=-T 1 32:ft I . I -Iltkq ./-.. ,·-) lk. 1-3--3 - JOIST MANGER PER STRUCT - - 6 ·IA~--4 ... 1--1--L-L JOIST HANIER PER STRLOT . 6 1--3:~~ . ' . IliL,j?n x / ~ / ~ |/ ~ MATEFROOF GOATED STL .... ANILE 4 ANIC·HOR DOLT BEAM PER STRUIT. . 6 FINISHED CEILIN6 Able FURRINe • PNHERE APPLICABLE ~«,3 . 1+ftE«11312 Mwi ' ~N.la~,~,~ A & JOIST HANIER PER STRUCT FINISHED CEILING MOUNTED Im, r h«,1 MHERE APPLICABLE 111111. . I ..1941... L_ FINISH CEILINO : FURRING TO SUSPENDED . . CRAIN DOARD 111*1 I a k. 11 [rd] RESONANCE CHANNELS EERE AF'PLICABLE . I hi-5 ~ . 6. FOUNDATION ULATION · -- C O N T 1 N U O U S FOU N D A T I O N FNATERPROOFING - ~RAP ANGLE »MERE OCCU/6 IN-5 CONT. F[>N MATERPROOFINe 0 - TYPICAL ROOF RIDGE - INTERIOR /GARAGE FLOOR TRANSITION - T.O. FOUNDATION WALL a PATIO - TYPICAL T.O, FOUNDATION WALL 111777~ 4937=p.0-5.,2.77-r L,1-2-7-Y %8% 45 - ROOF AAFTERS PER STRUCT. | - CONG AF RON MI 40 77/// 0 ...Ae' DOORS F.1 00,3. -- 2/ ST.... SUB-FAMIA ~1 --Pr~ POOR LNIT - REF GOHEDULE ~ | ~ | 11 METAL PRIP FLASHINS x.To EXT FIN- FLR. ~ ~ ~|~ ~ ~ ~ * - ~--- *RAVEL FIL 1. PER GIVIL O 6 ~ ~ ~11 I 'N/ ELASTCHEERIC SEALANT - FILTER FAGRIC X E Z- < -<TO. FIN. FLA. 1 ./ /-- EXPANSION JOINT - • SURFACE CO l F-2 < - ~,5J$&%-Lng6~ 1-5 F--66 LL -A · - PERF. FOUNPATION PRAIN IATERPROOF MEMBRANE TO 11~1' ·'· 'Ell~ // TO DA¥LMIHT PER CIVIL mMMI / 11 111131 - I DRIP MOLD LAP Slle-SILL - HOT FLUID APPLIED / 4-1-·,6-kk:*~- V OVER FNOTN F,IALL / - OONG FNe. /ALL & FTe | -1 MATERPROOFINS MEMBRANE U.... ·,E>41 / / PER STRUCT. M-j.. eNT~21*_ , 2229.Rb'CRETE ~1 1 > M , , EXPANSION JOINT. TYP - 1* T,6 SOFFIT A. I . / . 81 I 1 - .. i o pur e ExTERIOR b 1 .11· . . . 2 ox IRS --- - -L---~ / ~ . .~ 1.4~..~r~/~~~~~ TO FOUNDATION FIALL /|h -~||~ - DOUBLE TOP PLATE CEO SLOPEE W ROOF' ~ ~ SILL BLOCKINS TOI SL-% r==~ - ~ ~~~i~ ~~ TRIM ~1~ 1 ~ AM PER STRUOT. :::::7--•-pc*ency . ..---1- ~ EXTERIOR DETAILS ~ ~ °83 :... '.· · 1-iSEE-~-DATE~ I -QA 1------11==Ia'~ - <~.hk 1- 2% INTERIOR WOOD TRIM TO - 11111111 T O. FOOT INe SLOPE W CEILINS J ST HANSEN PER STRUCT. UM. 6 . ~ + '.... '............lA I. 4\ _A FEEEr--11-*-1 MOOD SIDING ~1 ~ r I ~ ~ ~ ~ ~ ' 'f~ COLD JOINT DAMPPROOFING STAMPED CONCRETE . 3 Lutl 11•0.11,·-~ \ 1 - METAL FLASHINe W PRIP ED®E ' Ct, 92 · - -2/ .....1/6 ~JOB NO. 1329 ~ i <U-....._ 2* ExTE,10/ reop TRIM . TO ALIGN W OUTRIBIER !3¥10 I BEAM POOKET PER STRUCT ENG FINISHED CEILING Ar FURRING IHERE APPLICABL-E F-4 - Ix MOOD TRIM ~NHgRe APPLICABLE . - - 1 SHEET NO F-1 BACKER ROD AN/ 9/ALANT . I I -- FINISHED CEILINe ANC> FURRING SHIHI /6 REG% WHERE APPLICABLE INCOR PER SOHEALE A-5 - CONT FON 'ATERPROOF=!Ne - - 6/P ./0, RETURN -lOiSE HANeER PER STRUCT I ' ARAP Ablele *N OCCURS /1 . - OVERHANG @ GABLE EAVE - EXT. DOOR THRESHOLD @ PATIO /~h GARAGE DOOR THRESHOLD - TYPICAL FOUNDATION FOOTING E27777.r- LIyTE:-7374-1-7777~ ~ME-73:~ S1031IHOMV 3=I=IINNAO S3-lEiVHO 299'DE6'016:XVB 1 0699'626'026 131 1 K919 00 'N)dS¥ 1 '3AV NVINAH lS¥3 019 ' 25 6990 ONV-1 XVPV - -1. 1 DOOR SCHEDULE " WINDOW SCHEDULE HEAD DETAILS SIZE FINISH MATERIALS DETAILS DOOR NOMINAL FRAI,IE SIZE HT OPERATION MANUFACTURER EGRESS REMARKS MANUFACTURER MODEL REMARKS RATING vii *H A F.F. HEAD JAMB JAMB SILL 0 W k H D F DOOR FRAME HEAD JAMB JAMB THRES. 101 3'-0 x 8'-0 lA 2-10 x 4'-8 8-0 CASEMENT TBD YES · KEEP 02 2-10' x 7'-0 CUSTOM GLASS DOOR 18 2-tO x 4'-5 8'-0 EASEMENT TBD YES , KEEP /03 j04 2'-30 x 8'-0 2A 2-8 3 4-8 8-0 CASEMENT TBD YES MOVED NOT USED ~ ~ 105 2-9 x 8'-0 · KEEP j06 2-8, x 7'-C SLIDING DOOR ZC 9-0 x 9-0 8-0. F,1 ED TBD 107 2-10 0 8'-C 20 3'-O x 5'-0' 8-0 CASEMENT TBD · KEEP 08 2-6· x 1-0 PE 2-8« x 5'-e 8-0 EASEMENT TBD KEEP 09 2 -ex 8'-0 POCKET DOOR 2F 5'-0 x 2 -5 8-0 FIXED TSD * KEEP 110 2-E x 7'47 SLIDING DOOR 2G 5-0 x 2-5 8-0 FIXED TBD NEW 2H 5'-00 x 2-8 8 -0 FjXED TBD NEW ,AA,'w.cunniffe.com 201 10'-U' x 8-0 EXTERIOR SLIDING DOOR SYSTEM 202 2-47 x 8-1 3 A 8'-6 x 7'-8 10 -8· F/XED TBD MULLED TO 38 BELOW · KEEP - NOT USED 203 3'-Cr x 8'-0 EXTERIOR DOOR ''' ' 204 2-9 x 8-0 X 2-Ir x 9-1 6-0 CASEMENT TBD · KEEP 205 2-6 x 8'-0 32 6-Ir x 7'-0 8 -0 FIXED TBD · KEEP 206 2-6 *81 3E 2-jr x 9-7 6'-0. CASEMENT TBD · KEEP ' -I NOT USED 207 2-10 x 7'-0 CUSTOM GLASS DOOR ~ 208 3'-0 x 2-0 3(3 3-0 x 9-0 8'-CT CASEMENT TBD MOVED 3H 3'47 x 5'-0 8,4 EASEMENT TBD · KEEP 209 240 x 8'-0 3.j 4'-6- x 5'-(7 8-00 FIXED TBD MOVED 00 2-6 x 8'€ 211 2-6 x 8'-Cr 3K 3'-(7 x 3-0 8 -e AWNFNG TBD CHANGED / NEW 212 2-10 0 8'-9 32 5-4 x 5 -0 8-0. DOUBLE EASEMENT TBD · KEEP 213 2-6 x 8-0 3M 3'-7 x 5'-9 8-0 EASEMENT TBD .KEEP 214 5'-G X 8'-0 3N 3'-{r x 5'-(r 8~-0 CASEMENT TBD · KEEP 3P 3'-Cr x 5-0 8,-0. CASEMENT TED · KEEP 301 3'-0' x 8'-0 EXTERIOR DOOR 30 3-0 x 5'-0 8-0' CASEMENT TBD KEEP 302 2-9 x 8'-0 POCKET DOOR NOT USED . 303 30-0 x 8'-0 35 3-0 x 5'-0 8-1 EASEMENT TBD MOVED 304 2-tO x 7'-0 CUSTOM GLASS DOOR 3T 3'-0 x 5'-0 CASEMENT TBD MOVED 305 2-8 x 8'-9 3U 3'-0 x 5-0 8-0. CASEMENT TBD NEW 306 6'€ x 8'-C EXTERIOR DOOR N 3'-0 x 5'-0" 8'-C CASEMENT TBD NEW EXTERIOR DOOR 3,1 3'-Cr x 9-0 8-0 CASEMENT TBD NEW 307 3-Or x 8-0' 308 18'€ x 9-0 GARAGE DOOR 3X 250« x 5-07 8-Cr CASEMENT TBD NEW 309 3-(7 x 8'-0 EXTERIOR DOOR MA 2'-17 x 5'-0' 8-0 EASEMENT TBD . KEEP 401 2-10 x 7-0 CUSTOM GLASS DOOR 48 6-N x 7'-3 8-00 HXED TBD MULLED TO 46 ABOVE . KEEP 40 (2)3'-5 1/2 x 2-8 10-8 FIXED TBD MULLED TO 48 ABOVE · KEEP 402 3'-ex 8-0 40 2'-11' x 5'-Or NOT USED 403 2-10 *8'-0 EXTERIOR DOOR 8-00 CASEMENT TRD . KEEP 404 2-8" x 8'-C 4F 2'-jj' x 5'-0' 8-7 CASEMENT TBD KEEP 405 2€ x 7'-0 TBD ·KEEP 406 2-ex 7-(7 4G 8'-4· x 7'-6· 10'-3 FIXED 4H 2'-1 r x 5'-0 8-9 CASEMENT TBD . KEEP (190 ME ZLLI NOT USED 4K 2-7- x 50 8-7 CASEMENT TBD MOV ED .9 0 -4 4 4L 3'-(r x 5'-C 8 -C CASEMENT TBD · KEEP LEGEND: NOT USED Ir d 4N 3'-0 x 3'-0 7'-07 AWNiNG TBD CHANGED / NEW U cd uJ HM - HOLLOW METAL. 4P 3'-0' x 3-(r 7'-(Jr AWNING TBD CHANGED / NEW ~ L. z [1 WD - WOOD pb Q CLAD WD - ALUMINUM CLAD WOOD 40 .39 x 9-9 8-C FIXED TBD · KEEP ALUM - ALUMINUM HXED 4R 3'-4 x 9-0 8-1 TBD . KEEP GL -GLASS P - PNNT S - STAIN F- PRE-FINISHED NOTES: PROVIDE TEMPERED GLAZING AS REOUIRED PER CODE. WINDONS THAI ARE MARKED AS ·KEEP' MAY HAVE CHANGED POSITION BUT IT SHOULD BE IN THE SAME GENERAL AREA E=ING=-~ 1 I SCHEDULES I ~ ISSUE DATE: ] ~ LAND USE ~ 51514 ~ 75=W=A-FRAME 11 1 75- FR=FRAME 1- | tk« DOOR 1 t.- ~ U+-1-DOOR \ I ill 17 9 ~ JOB 40.1329 ~ b -1 =-L_ ~ SHEET NO. 1€E~ 11 ~ A10.1 ~ EXTERIOR DOOR FRAME SIZE DIAGRAM INTERIOR DOOR SIZE DIAGRAM 1 1~ 91031IHOBV 3=I=IINNAO S3-lhIVHO LSk'0Z6'0Z6 :(Vj I 0699'%6'026-131 1 L 1918 00 'NldS¥ 1 *3AV NVINAH 19'~3 019 1 30¥3 6990 SDNIal H aN¥-1 XVPV