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File Documents.234 W Francis St.0118-2020-BRES (88)
w 11 11 w w m 121 West B lee k e r Re s I den c e .. w � = a CITY Of ASPEN BUILDING PERMIT - ARCH PACKAGE e. January 29th, 2025 al Z al a = 121 west b leeker street I aspen I colorado PARCEL ID : 2135 124 39 003 co co 0 i w w im J m Z SINGLE FAMILY RESIDENCE PROPOSAL :: ASPEN HISTORIC PRESERVATION r OWNERSHIP Owners: derek rn s k e I k o 121WBleeker LLC 121 West Bleeker Street Aspen,CO 81611 GENERAL CONTRACTOR Independence Construwen Group ue,Unn 202 27e15171 m 8182, ww i�aspen.wm PROJECT DESIGNER/ CITY REPRESENTATIVE PC SOX 7928 ign �' lic;,. .-r• �� 1 ♦ �,. + .' a.'A; e LANDSCAPE ARCHITECT �w 1 s y\ r] y J sir Connect ensign 350 Market snsnrU b )en • ., ..1M� . tl;... . ,.t VR. (fit ► .;1 1 �3 r i ww.e em a� I� �' 1 ♦ : b� 4 vw fit ° �1 I � �� � (p a L}p - a L t iy y .. (I. W . `4 4 , : ,/ :k..‘\4 My ��"SSURVEY ENGINEER J? ' Boundaries Unlimited Inc I, -kA •1 T9709Glenwootlspr2 COO,00tT .f.1 1%` °1 11111111 ,— • yY y - wxwbui Sera t✓'�d � .-� '�^_��+�' ,�., }\.'1 ► - t f �* CIVIL ENGINEER 1 . n i. 9 $ ter< ' • ,aT � ' 1�� Ka w ' -° Boundaries Unlimited Inc r ° 'Q,; s,,, tt .. '` R 5 gzs coap.r n.<no Y fIn W 1 1.>1k :. e i � �` . v +, T 97094 s2 2 coo 0iegt Lr,yyYA��$S t,. ;`�_ 1 � r �� , i \i, `V y � y t/ .N O'. '0,_` _ v„rr,.oa,aoeom {`R �1 * r.eaa.ea55zsz F,1 L.6k p: e. \ .p ,-,YF r"'{. A` + i / Itt l�a STRUCTURAL ENGINEER ` / - '. �'� "} y,g '� James Jackson Romeo PE •� , •� /�� .. P �' - Structural Design consultant uC �4x` L r • ,.. a ..,,, ,. 4742 _ mamrom!A iG.�1 r r ,� — r MEP ENGINEER Nt _ `a.. 1z \� :'-1�t rJ ,A �' ,'A J �,. 1 '. \� , SPacek Tlmbler BleNne 1 ' h � -, w�el e gro Engineering 101 - 1. - A. Ili 1,-, = J `\�I \ e 1 L. le 1°11! li 1 —, F_ ti YJJJJ - r Diu► ihrt I I , I , :�.t_-- .. I III �e ` ,. - , \ w x F e r _� ft pir ''\�„A'... SEAL lip ;, f ` ✓. t "� 1» I I - ISSUANCE DATE Y kR •p ,µ_ v� 1h '2 yb y�� ♦ .y ,af if C t,rsi „ -kk 4.. r( a; ^t _ n.?i,..i fnc"41i. - A, -tom a) ;,, un :,'6 r J e i,°t a y 4I- ,w > ,\ '1� va ..a S, .'' ' 1 'r 01 COA PERMIT 2024 SCALE PROJECT#121-BLEEKER DRAWING TITLE: COVER SHEET 0055-2023-BRES O DRAWING NO: z 0 CVR-1.001 COA-BP::JAN 2025 W RESOLUTION#10,SERIES OF 2021 NOW,THEREFORE,BE IT RESOLVED: Section 3:Existing Litigation W J That HPC hereby approves Conceptual Major Development,Relocation,Dimensional Variations This Resolution shall not affect any existing litigation and shall not operate as an abatement of DEVELOPMENT ORDER A RESOLUTION OF THE ASPEN HISTORIC PRESERVATION COMMISSION(HPC) and Floor Area Bonus for 121 W.Bleeker Street,the East't/:of Lot C,all of Lot D,and the West11/of any action or proceeding now pending under or by virtue of the ordinances repealed or amended of the W Li Cao GRANTING CONCEPTUAL MAJOR DEVELOPMENT REVIEW,RELOCATION, Lot E,Block 58,City and Townsite of Aspen,CO as follows: as herein provided,and the same shall be conducted and concluded under such prior ordinances. City of Aspen LL J O Z_ DIMENSIONAL VARIATIONS AND A FLOOR AREA BONUS FOR THE PROPERTY Community Development Department J Z LOCATED AT 121 WEST BLEEKER STREET,THE EAST 114 OF LOT C,ALL OF LOT Section 1:Conceptual Major Development,Relocation,Dimensional Variations and a Floor Section 4:Severability m W d a D,AND THE WEST%OF LOT E,BLOCK 58,CITY AND TOWNSITE OF ASPEN, Area Bonus. If any section,subsection,sentence,clause,phrase,or portion of this Resolution is for any reason This Development Order, hereinafter"Order", is hereby issued pursuant to Section 26.304.080, Q e COLORADO HPC hereby approves Conceptual Major Development,Relocation,Dimensional Variations and held invalid or unconstitutional in a court of competent jurisdiction, such portion shall be "Development Orders",and Section 26.308.010,"Vested Property Rights",of the City of Aspen Municipal CIY Floor Area Bonus as proposed with the following conditions: deemed a separate,distinct and independent provision and shall not affect the validity of the Code.This Order allows development of a site-specific development plan pursuant to the provisions of the W COW m PARCEL ID:2735-124-39-003 remaining portions thereof. land use approvals,described herein.The effective date of this Order shall also be the initiation date of a W —I N 1. Work with relevant City Departments regarding comments related to the transformer,new three-year vestedproperty right.The vestedpropertyright shall expire on the day after the third anniversary WHEREAS,the applicant,121 W Bleeker LLC,represented by I Friday Design,has requested water line and the stormwater mitigation plan.Minimize visual impact of stormwater features of the effective date of this Order,unless a building permit application submittal is accepted and deemed C HPC approval for Conceptual Major Development,Relocation,Setback Variations and a Floor in the foreground of the historic resource. APPROVED BY THE COMMISSION at its regular meeting on the 26ih day of May,2021. complete by the Chief Building Official,pursuant to Section 26.304.090,or unless an exemption,extension, •‘—N Z Area Bonus for the property located at 121 W.Sleeker Street,the East'/:of Lot C,all of Lot D,and 2. The lightwell abutting the historic resource must have a curb height of 6"or less. reinstatement,or a revocation is issued by City Council pursuant to Section 26.308.010.After Expiration the West 11/:of Lot E,Block 58,City and Townsite of Aspen,Colorado;and 3. The front walkway material must be concrete,brick,or red sandstone pavers,and no more than of vested property rights,this Order shall remain in full force and effect,excluding any growth management i- 3'in width. Approved as to Form: Approved as to Content: allotments granted pursuant to Section 26.470,but shall be subject to any amendments to the Land Use WHEREAS,Section 26.415.070 of the Municipal Code states that"no building or structure 4. Provide a detailed roof plan showing the location of gutters,downspouts,snow clips and vents, Code adopted since the effective date of this Order. shall be erected,constructed,enlarged,altered,repaired,relocated or improved involving a for Final review. This Development Order is associated with the property noted below for the site specific development plan n OWNERSHIP designated historic property or district until plans or sufficient information have been submitted 5. A 205 s.f.floor area bonus is granted for the approved design as represented.All calculations A..ykem„.pwro., as described below.to the Community Development Director and approved in accordance with the procedures will be confirmed during building permit review.Bonus floor area not used for this project will 4 Owners: established for their review;"and be forfeited and must be earned through a future request. Katharine John Assistant City Attorney Kompsonir 121 W.Bleaker LLC,121 West Bleeker Street,Aspen,CO 81611. 121 W Bleaker LLC 6. The following setback variations for the proposed addition are granted: Property Owner's Name,Mailing Address 121 West Bleeker Street WHEREAS,for Conceptual Major Development Review,the HPC must review the application, • 5'rear yard setback reduction for the addition above and below grade,as represented in Aspen,CO 81611 a staff analysis report and the evidence presented at a hearing to determine the project's the approved application ATTEST: 121 W.Bleeker Street,Legally described the East 1/,of Lot C,all of Lot D,and the West%of Lot E, conformance with the City of Aspen Historic Preservation Design Guidelines per Section • 3'-10"east side yard setback reduction for the proposed mechanical equipment Block 58,City and Townsite of Aspen,Colorado. PID#2735-124-39-003. GENERAL CONTRACTOR 26.415.070.D.3.6.2 and 3 of the Municipal Code and other applicable Code Sections.Asa Legal Description and Street Address of Subject Property Pa PP • 8'-9"combined side yard setback reduction for the new addition and the mechanical independence Construction Group historic landmark,the site is exempt from Residential Design Standards review.The HPC may equipment as represented in the approved application depend n n onstruct do 81. approve,disapprove,approve with conditions or continue the application to obtain additional 7. As part of the approval to relocate the historic house on the site,the applicant will be required The Historic Preservation Commission(HPC)granted Final Major Development to restore and relocate eee�o zvsblrt information necessary to make a decision to approve or deny;and to provide a financial security of$30,000 until the house is set on the new foundation. The Cindy K b,Records Manager/City Clerk the historic home on a new basement,and to construct a new addition.Setback variations and a floor arca www.iwaspen.com bonus was granted to the project. financial security is to be provided with the building permit application,along with a detailed Written Description of the Site Specific Plan and/or Attachment Describing Plan WHEREAS,for approval of Relocation,the application shall meet the requirements of Aspen description of the house relocation approach. PROJECT DESIGNER/ Municipal Code Section 26.415.090,Relocation;and 8. A development application for a Final Development Plan shall be submitted within one(1) The Historic Preservation Commission(HPC)approval was granted on June 8'",2022 through HPC CITY REPRESENTATIVE year of the date of approval of a Conceptual Development Plan. Failure to file such an Resolution#09,Series of 2022. I Friday Design WHEREAS,for approval of Setback Variations,the application shall meet the requirements of application within this time period shall render null and void the approval of the Conceptual Land Use Approsul(s)Received and Dates(Attach Final Ordinances or Resolutions) PO BOX ozna 612 Aspen Municipal Code Section 26.415.110.C,Setback Variations;and Development Plan.The Historic Preservation Commission may,at its sole discretion and forsee 970 Col good cause shown, grant a one-time extension of the expiration date for a Conceptual July 14,2022 www.lkwer.com ...."° WHEREAS,for approval of Floor Area Bonus,the application shall meet the requirements of Development Plan approval for up to six(6)months provided a written request for extension is Effective Date of Development Order(Same as date ofpublication of notice of approval.) Aspen Municipal Code Section 26.415.110.F,Floor Area Bonus;and received no less than thirty(30)days prior to the expiration date. LANDSCAPE ARCHITECT July 14,2025 connects Design WHEREAS, Community Development Department staff reviewed the application for Section 2:Material Representations Expiration Date of Development Order(The extension,reinstatement,exemption from expiration and .0 Market Street Una 307 Basalt.Colorado 81621 compliance with applicable review standards and recommends approval with conditions;and All material representations and commitments made by the Applicant pursuant to the revocation may be pursued in accordance with Section 16.308.010 of the City of Aspen Municipal 355.5457 gn pour development proposal approvals as herein awarded,whether in public hearing or documentation Code. WHEREAS,HPC reviewed the project on March 24,2021 and May 26,2021. HPC considered presented before the Community Development Department, the Historic Preservation the application,the staff memo and public comment,and found the proposal consistent with the Commission,or the Aspen City Council are hereby incorporated in such plan development Issued this 1"day of July,2022,by the City of Aspen Community Development Director. SURVEY ENGINEER review standards and granted approval with conditions by a vote of 7-0. approvals and the same shall be complied with as if fully set forth herein,unless amended by Boundaries unlimited Inc. other specific conditions or an authorized authority. 923 cooper avenue.Sone 201 4/„�.' �1�17�J� Glenwood Springs,CO MO'OTy Planing Director,for970.945.5252 HPC Resolution#10,Series of 2021 HPC Resolution#10,Series of 2021 HPC Resolution#10,Series of 2021 Page 1 of 3 Page 2 of 3 Page 3 of 3 Phillip Supino,Community Development Director CIVIL ENGINEER HPC CONCEPTUAL RESOLUTION CRITERIA DEVELOPMENT ORDER CRITERIA B3unnctlari Avenue. Unlimited Inc. Snne2e1 Glenwood Springs,CO 816o1 wow.budocoom `V IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III IIIIIIIIIIIIIIIIIIIIIII it STRUCTURAL ENGINEER RECEPTION#:689057,R:828.00,D:S0.00 James Jackson Romeo,P.E. DOC CODE:RESOLUTION Structural Design Consultant,ue I g 1 of 4K. ruete2022 at 01 PM 3901 Mountain Springs. '5,CO Ingrid Grueter,Pitkln County,CO T9r e2S0T22 co elsol �l���lll RESOLUTION#09,SERIES OF 2022 approvals and the same shall be complied with as if fully set forth herein,unless amended by www r�re 1. The final landscape plan to meet Design Guideline 1.6 with the following revisions for other specific conditions or an authorized authority. APPROVED BY THE COMMISSION at its regular meeting on the 8th day of June,2022. A RESOLUTION OF THE ASPEN HISTORIC PRESERVATION COMMISSION(HPC) review and approval by staff and monitor prior to building permit submission:the primary MEP ENGINEER GRANTING FINAL MAJOR DEVELOPMENT REVIEW AND A FLOOR AREA walkway to be 3 feet,the flare of the walkway at the curb to be removed,a different Section 3:Existing Litigation Approved as to Form: Approved as to Content: spaceknmsie•nievins BONUS FOR THE PROPERTY LOCATED AT 121 WEST BLEEKER STREET,THE material from the primary walkway for the secondary walkways to be used,and a basalt This Resolution shall not affect any existing litigation and shall not operate as an abatement of Engineering Inc.Creek Blvd..Suite 102 EAST'OF LOT C,ALL OF LOT D,AND THE WEST'A OF LOT E,BLOCK 58,CITY paver patio material approved with a historically compliant hadscape pattem to be any action or proceeding now pending under or by virtue of the ordinances repealed or amended Avon,CO 81620 AND TOWNSITE OF ASPEN,COLORADO reviewed. as herein provided,and the same shall be conducted and concluded under such prior ordinances. ! www.el p o g"o 2. Submit a preservation plan that includes documentation of existing conditions and 'r `Q/�/�/, (�//� PARCEL ID:2735-124-39-003 proposed treatments for restomtion for staff&monitor approval,prior to building permit Section 4:Severability Katharine John. Assistant CityAOomey Kafa"Iiompson,Chair submission. If any section,subsection,sentence,clause,phrase,or portion of this Resolution is for any reason WHEREAS,the applicant,121 W Bleeker LLC,represented by I Friday Design,has requested 3. As required in the Conceptual approval,Resolution#10,Series of 2021,continue to work held invalid or unconstitutional in a court of competent jurisdiction,such portion shall be HPC approval for Conceptual Major Development,Relocation,Setback Variations and a Floor with relevant City Departments regarding comments related to the transformer,new water deemed a separate,distinct and independent provision and shall not affect the validity of the ATTEST: Area Bonus for the property located at 121 W.Bleeker Street,the East'A of Lot C,all of Lot D,and line and the stormwater mitigation plan.Minimize visual impact of stormwater features in remaining portions thereof. the WestY2 of Lot E,Block 58,City and Townsite of Aspen,Colorado;and the foreground of the historic resource by using an inverted manhole cover concealed within perennial plantings.Finalized stormwater plan to be reviewed and approved by staff Section 5:Vested Rightsef('Ae-e° WHEREAS,Section 26.415.070 of the Municipal Code states that"no building or structure &monitor prior to building permit submission. The development approvals granted herein shall constitute a site-specific development plan shall be erected,constructed,enlarged,altered,repaired,relocated or improved involving a 4. Reduce porch lighting to one fixture and provide location of fire department connection vested for a period of three(3)years from the date of issuance of development order.However, Cindy Klbb,Records Manager/City Clerk designated historic property or district until plans or sufficient information have been submitted (FDC)hook-up and strobe to staff&monitor prior to pernmitsubmission.The FDC is to he any failure to abide by any of the terms and conditions attendant to this approval shall result in to the Community Development Director and approved in accordance with the procedures sensitively located and the strobe is to be a white casing. the forfeiture of said vested property rights.Unless otherwise exempted or extended,failure to established for their review;"and 5. As required in the Conceptual approval,Resolution#10,Series of 2021,the lightwell properly record all plats and agreements required to be recorded,as specified herein,within 180 abutting the historic resource must have a curb height of 6"or less. days of the effective date of the development order shall also result in the forfeiture of said SEAL WHEREAS,for Final Major Development Review,the HPC must review the application,a staff 6. The approved conceptual design,Resolution#10.Series of 2021,is hereby amended to vested property rights and shall render the development order void within the meaning of Section analysis report and the evidence presented at a hearing to detetminethe project's conformance reflect that the design as presented and approved at conceptual review is granted a revised 26.104.050(Void permits).Zoning that is not part of the approved site-specific development with the City of Aspen Historic Preservation Design Guidelines per Section 26.415.070.D.4.b.2 floor area bonus of 250 s.f.All calculations will be confirmed during building permit plan shall not result in the creation of vested property right. and 3 of the Municipal Code and other applicable Code Sections.As a historic landmark,the site review.Bonus floor area not used for this project will be forfeited and must be earned is exempt from Residential DesignStandards review.The HPC mayapprove,disapprove, througha future request. ISSUANCE DATE p pp ppNo later than fourteen(14)days following final approval of all requisite reviews necessary to approve with conditions or continue the application to obtain additional information necessary to 7. As required in the Conceptual approval,Resolution#10,Series of 2021,the following obtain a development order as set forth in this Ordinance,the City Clerk shall cause to be make a decision to approve or deny;and setback variations for the proposed design is granted: published in a newspaper of general circulation within the jurisdictional boundaries of the City of • 5'rear yard setback reduction for the addition above and below grade,as represented in Aspen,a notice advising the general public of the approval of a site specific development plan WHEREAS,for approval of Floor Area Bonus,the application shall meet the requirements of the approved application and creation of a vested property right pursuant to this Title.Such notice shall be substantially in Aspen Municipal Code Section 26A15.110.F,Floor Area Bonus;and • 3'-10"east side yard setback reduction for the proposed mechanical equipment the following form: • 8'-9"combined side yard setback reduction for the new addition and the mechanical WHEREAS, Community Development Department staff reviewed the application for equipment as represented in the approved application Notice is hereby given to the general public of the approval of a site specific development plan, compliance with applicable review standards and recommends approval with conditions;and 8. As part of the approval to relocate the historic house on the site,the applicant will be and the creation of a vested property right,valid for a period of three(3)years,pursuant to the required to provide a financial security of$30,000 until the house is set on the new Land Use Code of the City of Aspen and Title 24,Article 68,Colorado Revised Statutes, 01 COA PERMIT 2024 WHEREAS,HPC reviewed the project on June 8,2022.HPC considered the application,the foundation.The financial security is to be provided with the building permit application, pertaining to the following described property:121 W.Bleeker Street staff memo and public comment,and found the proposal consistent with the review standards along with a detailed description of the house relocation approach. and granted approval with conditions by a vote of6-0. 9. Existing wrought iron fence and plantings in the front yard approved to remain in place. Nothing in this approval shall exempt the development order from subsequent reviews and SCALE 10.If side yard fences need to be removed,new fence must meet all relevant design guidelines, approvals required by this approval of the general rules,regulations and ordinances or the City of PROJECT#121-BLEEKER NOW,THEREFORE,BE IT RESOLVED: to be reviewed and approved by staff and monitor. Aspen provided that such reviews and approvals are not inconsistent with this approval. That HPC hereby approves Final Major Development and Floor Area Bonus for 121 W.Sleeker DRAWING TITLE: Street,the East'A of Lot C,all of Lot D,and the West'of Lot E,Block 58,City and Townsite of Section 2:Material Representations The approval granted hereby shall be subject to all rights of referendum and judicial review;the HPC RESOLUTION Aspen,CO as follows: All material representations and commitments made by the Applicant pursuant to the period of time permitted by law for the exercise of such rights shall not begin to run until the CRITERIA/DEV development proposal approvals as herein awarded,whether in public hearing or documentation date of publication of the notice of fmal development approval as required under Section ORDER o Section 1:Final Major Development and Floor Area Bonus- presented before the Community Development Department, the Historic Preservation 26.304.070(A). The rights of referendum shall be limited as set forth in the Colorado 8 HPC hereby approves Final Major Development and Floor Area Bonus as proposed with the Commission,or the Aspen City Council are hereby incorporated in such plan development Constitution and the Aspen Home Rule Charter. following conditions: DRAWING NO: Z HPC Resolution#09,Series of 2022 HPC Resolution#09,Series of 2022 HPC Resolution#09,Series of 2022 HPC Resolution#09,Series of 2022 w Page 1 of 4 Page 2 of 4 Page 3 of 4 Page 4 of 4 S T-001 L ® HPC FINAL RESOLUTION CRITERIA f0A-BP::JAN 2025 w w J LU W U Z o J z ll tnw � a 0 0 N Cl ww wa Zoning Allowance & Project Summary r 0 Z N Q I— Development Single Family Residence :: Historic Remodel+New Addition OWNERSHIP IMIrD# 2735-124-39-003 Owners: 121 W Bleeker LLC 121 West Bleeker Street Ifription of Property 121 West Bleeker Street . City&Townsite of Aspen'st 1/2 Lot C,Lot D,and West 1/2 Lot E Aspen,CO 81611 GENERAL CONTRACTOR IMIIIIC Medium Density Residential(R-6) Independence Construction Group Basalt 02 970,279517181821 71 Mr wwwcpaapan.com Existing # Allowed Allowed (Accessory) Proposed (Principle) ssory) Reference -11 Front 16 feet 9 inches(Victorian)-North 10 feet 15 feet 16 feet 9 inches(Victorian-AG) N/A 26.710.040 PROJECT DESIGNER/ Rear 0 inches South(11-1/2 inches over property) 10 feet HAB / 5 feet GAR 5 feet 10 ft 1 in HAB/5 ft 3 in GAR N/A 26.710.040 CITY REPRESENTATIVE 1 Friday Design Combined Front/Rear N/A N/A N/A 22 feet 0 inches N/A 26.710.040 FG BOX,626 c T 970.309.0695 Side 4-1/4 inches W ::5 feet 1 inch E 5 feet W :: 5 feet E 5 feet W :: 5 feet E 1 feet 2 inches W(stair)::5 ft 4 in E(ad) N/A 26.710.040 www.1h1tleycom Combined Side 5 feet 5-1/4 inches 10 feet+1 foot per 300 sq ft GLA 30 feet+1 foot per 200 sq ft GLA 6 feet 6 inches N/A 26.710.040 LANDSCAPE ARCHITECT Distance Between Building N/A 5 feet 5 feet N/A N/A 26.710.040 Connect Design 350 Market Basalt Colorado Street Corner Lot No N/A 26.710.040 11.2=1. SURVEY ENGINEER Boundaries Unlimited Inc. Net Leasable/Commercial Square Feet 0 feet N/A Not Required For R-6 Single Family Residence 26.710.040 a23 Cooper Avenues 6paa201 Glenwood Spnnos,CO 61601 Open Space% N/A N/A Not Required For R-6 Single Family Residence 26.710.040 ew<5252 Site Coverage 37.47% 36.70% No Limitation For lots less than 6,000 square feet in R-6 26.710.040 CIVIL ENGINEER Boundaries Unlimited Inc. 923 Cooper pe.Sued 201 Genod wo Spnn6s,co also, Gross Lot Area(Square Feet) 5,982.3 square feet 5,982.3 square feet 26.710.040 Area of Building Footprint 2,241.70 square feet 2,195.24 square feet 26.710.040 Site Coverage% (No Limitation on R-6 Lot:0-5,999 Sq Ft) 37.47% 36.70% 26.710.040 STRUCTURAL ENGINEER Jam...bacon Romeo,P.E. Structural Design Consultant,LLC3901 Mountain Spn n.CO,916160t /� } Received TDR Certificate No TBD MEP ENGINEER Sent TDR Certificate No TBD Spacek Timble•Blevins Engineering Inc. Transferred TDR Certificate No TBD 82 East BOSVef CreekB'°d-S"1e102 Avon,CO 81620 M 0 0 Land 3,400,000 Pitkin County Assessor Improvements 1,971,700 Pitkin County Assessor Total 5,371,700 Pitkin County Assessor Floor Area Allowable For 121 West Bleeker 3,235.04 square foot FA For SFR FA per SFR on 5,982.3 square foot lot 3,235.04 Total Allowable FA For SFR FA per SFR on 5,982.3 square foot lot with 250 SF HPC FA Bonus(Proposed) SEAL Gross(Sq Ft) Basement Habitable(Lower Subgrade Level) 215.47 0.0 1 2,866.10 340.78 ZN-004,ZN-006 ISSUANCE DATE Main Level Habitable(Ground Floor) 1,900.55 1,900.55 1,600.70 1,600.70 ZN-005,ZN-007 Main Level Garage(Ground Floor) 372.16 61.08 524.08 149.08 ZN-005,ZN-007 Upper Level Habitable(Existing) 1,102.60-V(FRT)/340.96- (ALY) 1,066.80-V(FRT)/299.49-(ALY) 564.04-V(FRT)/ 948.47-(ALY) 508.0-V(FRT)/880.5-(ALY) ZN-005,ZN-007 Porch/Stair Access/Patio/Roof Deck Area 467.71(Total)/130.72(Exempt) 0 FA Countable/485.26 Allowable 1,066.34(Total)/70.41(Exempt) 0 FA Countable/485.26 Allowable ZN-005,ZN-007 Exterior Storage Area-Mechanical Usage 4.09 0.0 N/A N/A ZN-005,ZN-007 01 COA PERMIT 2024 Total -YID6.A_. Erik l• ZN-004-ZN-007 SCALE 1/8"=1'-0" PROJECT#121-BLEEKER DRAWING TITLE: ZONING ALLOWANCE +PROJECT NUMERIC BREAKDOWNS U DRAWING NO: z 0 y A-ZN-001 E COA-BP :: NOV 2024 Mil EXISTING SITE COVERAGE DIAGRAM : 1/8" = 1'-0" EXIST! • PLAN : 1/8" = 1'-0" r- --- ------ r-- c,�,``=mac-.`.--_; \� J Z a a" 121 WEST BLEEKER 121WESTBEEEKER' %' Jam. \, t m w v. E11210TC,EDTDB — = - 1— E Lot C, Lot D + W Lot E 5,982.3 sq ft — — — wzEDTE BiocKbsr I N o _ 2 2 /,= / �, ww wen I „,,,i H kt444 l'i--- <::-r ''''-ir____ T GBUIDING __- ` � '° .nam iii;i ® ® OWNERSHIP li _ riv�, OwneI\ �LV4\4 � i' ''r �� GENERAL CONTRACTOR l / °' Independence Construction Group ♦ ♦ S ♦ ♦ aa.e,?Y WVA ♦ Ii#i w ! die pz �ppp �1���-��I� \1 h Is< II :o e,95;m<,6 L--_—_—_—_— a ��� �� y II el ;0V •• •• •• • @ Ia h- n�.epen.rom I I' I 4444Al d 1 •ii'M I L_—L—_—___� II i §I /I ll °,_T_ 't "�.• M � �� ►VILI�� _1-, iC PROJECT DESIGNER/ I II I it '�' J ,-., -° ,.. ® °� °"•`-' eN"0.p"�❑I C CITY Eay DesignREPRESENTATIVE L----------_----- IIA 612■ Pogox,gz6 SITE COVERAGE � �,;' a ►III • , r 2,241.70 sq ft/ 6,000 sq ft I �\ I r LANDSCAPE ARCHITECT , 37.47 % Site Coverage ExisitngI ;'/ 4 Ma, 6aeelUnd 307 - - ,cpnn.5057 s'cpm yea us,6,6 I - y(r �___1_� , , r.__y_ ITltl}IHHIH#� ri "•'"'°'' 'mr�; ,-_, � SURVEY ENGINEER 0 usm[xc[4 B,p\\ / Boundaries Unll'n3udre Inc. Y Glenwood Springs,CO6,601 ^ b ,/% , www.bwnamm I I I ENGINEER ENG r PROPOSED SITE COVERAGE DIAGRAM : 1/8" = 1'-0" PROPOSED SI PLA :" = 1'-0" CIVIL CIVI• LrENGIIm11<d Inc. — �0— a0 - ( M al�l��IIINEWBEEM it�� Gwwwbwncwm s.C0e,60, r— --- ------------------------- --------- V. ■I s,.m = �11■�,_N� ❑-1�■■.� mo_,.,' Wr ® :'� Ill) -J it I i`I ;� — -a— -- — EMI ,L — =o.,__ - i`,_� I i STRUCTURAL ENGINEER 121 WEST BLEEKER �' _ ____ ___ ___ ___ T�\— _ Jemea Jeckaon Romeo,P.E. • el■�' —�——— — — � �r --� �—_�� \` SUucWral Design Consultant,LLt ❑, ■■ JI 1- el - - Glenwood Seri gs,CO6,601 aoiP !Ell El Lot C, Lot D + W 2 Lot E - 5,982.3 sq ft II �� ❑\\ wv I A IfI I►\ 1 larim Ilm� ®i r-:.t I o I;,I , ',.;,;�,=ti����.enm bDo --_ 1� MMI�.IM P WEI I �Era Ili \'_£� - - I D.o MEP ENGINEER �_—_-1—_—_ ❑ ■L Oo 'I I� g e I1.7b7 ��d �I °\ vz�l ��''�' BPaekTlmbleeBlelne - - - - - - -1 s , _! _ A ,„, _ , 1�R-'III kevinsulL,Os /E.0 ❑ I S�a� , fi - ��� ®® emu\ Engineering Inc. Avon,C081620 PROPOSED BUILDING " Id • °'°'u = �,Po .I-'~ ® m e 0,,o. ��D I -- wwr < Pen FOOTPRINT 2,195.24 sqft ` '��� �1 °,�a�,F' ���� _ 1°�, ' �� CE1 5._„ ■ I_� ,, D=.�.w I,] C EI di,ono, ,i.,,- , - E�w „, 1, PR. ❑\ i 4• III ill IE,_LE [, !, oeN.I1. ® . 6®I� IwI Rr. _ °I ,mpw III III imam Ell LI La-, F ® �� enEs 1� u► �' �t-� fi-0 '.gyp. ..� �. - - - ¢a<-,J I—- � -I �^"\ tEms ®.' I ❑ - - -I ' L"' SEAL❑112181E0MR1 I I SITE COVERAGE .-0 t, ❑T ' ❑❑❑❑�li�� �_—�J ;" 2,195.24 S ft / 6,000 S ft i/ '� ,' , rV°dIVFJ • m ISSUANCE DATE 36.70 % Site Coverage Proposed /' _\\� _ \ 1_� �,1 i■11 ' I ❑`- 1 I " 1 7, '� C . � � II � L — —I�l AI- T�^'� T o —O— 1 JLT.F _�� � �rF.�,.�'y}—— — — —— • —_ _—_I ``.�" II , S- -0' - ill 11_ ,I -- -llll� rL I of )Te. © L— '�\ \$t O lit *:. l _ ' — —• __ r_i '-�-- ---�----- L- ---------- ------ N — "W Ir - `I/ I IP - I 01 COA PERMIT 2024 I 17''I I °$ i i E SCALE 1.0 2.0 3.0\ 4.0 •5.0 8.0 7.0 8.0 11. •12.r e 9.0 h0. PROJECT#121-BLEEKER EXISTING SITE COVERAGE CALCULATIO PROPOSED SITE COVERAGE CALCULATI• DRAWING TITLE: GROSS LOT SIZE/NET LOT SIZE(SQ FT) 5,982.3(SF)/5,982.3(SF) GROSS LOT SIZE/NET LOT SIZE(SQ FT) 5,982.3(SF)/5,982.3(SF) LEG E N SITE COVERAGE DIAGRAMS& EXISTING 121 W BLEEKER SITE COVERAGE(SQ FT) 2,241.70(SF) PROPOSED 121 W BLEEKER SITE COVERAGE(SQ FT) 2,195.24(SF) NUMERIC ENCLOSED STRUCTURE BREAKDOWNS U DRAWING NO: w TOTAL STRUCTURE FOOTPRINT AREA(SQ FT) 2,241.70(SF) TOTAL STRUCTURE FOOTPRINT AREA(SQ FT) 2,195.24(SF) EXPOSED SITE ° A-ZN-003 NON-ENCLOSED AREAS/ 2 EXISTING SITE COVERAGE (R-6 MAX=40%) 37.47%(ALLOWABLE) PROPOSED SITE COVERAGE (R-6 MAX=NOLIMITATION) 36.70%(ALLOWABLE) CANOPY OVERHEAD COA-BP :: NOV 2024 EXISTING BASEMENT/ SUBGRADE FLOOR AREA PLAaNue DIAGRAM : 1/8" = 1'-0" imiEXISTING MAIN LEVEL SOR AREA PLANNING DIAGRAM : 1/8" = 1'-0" EAST SI TARIIALLET-PUBLIC R LU t, EAST SIIIE TARILALIET-PUBLIC R __ -t �E t ` 11 s`�i i1 G'-- X"% �'s__''"\- ,� ,y-i `gsom ti i I 0, �'�,� �i t� �r` " �_ \__ +\ n? I ��M'° ��mtl,j m I 1121WESTBO�NEBW� F -may ,- = _"�`- 1 -- _- ~ 1 121 WEST BIE�1((EB �, ,r' M B LU N W E112LOTC,lOTB& - _' -_-- -- -- E112L0iC,LeiO& _ _- .'- -- y---- -- =- l ce J m pE.�pae.a. vm �, - /7- I, -, I CURE-BiOCK587 -_____-= I_ I WI10iE-BEOCK58T _-_--__ 1 SIDE Ur ' I 1 ---1 ,L 2] � �� �r --I I%'a�v`' 'I I t 91 M_A6 'LL+ ---. �i�� 1 - ---,4-- --;zI .1 Csi l. ', z � ��� k" " =� I �' �► 4 ,'r H �� ,�gi `€¢ \�) 16,_2„ ,,�,�, I} 111 / '°I 3 ® F\^ - J�,Vb�� ♦ 11 OWNERSHIP =7 =1 m 1=1 `1lei 1-- a 1 -- =1 )_fl1_ , �rnp $sJØ:L 37����� M-D ���� �_ ��. ,,I' , , , I ,�E '�) ffimn�N A:e ��������t:N.� �I L% 110 O III Aspen CO 81611 I ,1 _ ( V I / A �, ...% % GENERAL CONTRACTOR il (4) 1�•1 * , I I I m I ( ■ i i���%���� ��, ,�,4 , S , , S Independence Construction Group aae I I I � � ,► ♦ ♦ ♦ ; a ( I' \ ,,�, �,�, _ fie 2 nn 63 o . I ,w, I a a ,I , , I I ! _ 6.3,95,,, Tww.ic9espen.wm E. g -- Iva $ I �� ���,�,�, ��� IE ,3� CI PROJECT DESIGNER/ v�_______ I, 1 W I v�__________---__ -1, , , , ,�` I1- 11 CITY REPRESENTATIVE 11-1 1 \I maT II I oN. .4VMI:I1'A - '.q 1 6 �/I EI I lip omss ��KNA � ��� � - i i j Q pOreltlx�Design a 11. l i :'� s l i 1 C on le Aspen.Colorado ____-_____ ® '- ` a I I t LANDSCAPE ARCHITECT w r'I - I ME I o I A `- r ) m ' co Maok�,lsa�.ala� \ us,a,53;P, / -I I �\__L -- --- -- -------- -- - - -'� �I L - _ s9q em amaG1� - - - ��p T -,Y � \I\ 1 yg - YT - --It- - Lan'+' ' ..�.., 1 Ai- ap;.uo r �y' p" 94< -- -- -- -- -- -. __ ____ _.- - `5- 4,7 / - -- -- -- - - J w,.w.cpnn.dpn.aes 9n.cpm is°'� ~I- - 71"" rr- +' q T _ ,_ ....r I -I � � I I� "". n I III-/ M SURVEY ENGINEER _, ,� t� , g II r _ / , =� I �w_l�� ', - I-_-----� i •n I / Boundaries Unlimited Inc. L_ _ _ ____-�___-_ _ __ -� $$_ N--j\ 88 -- o-ir-_____T___I L___ _,_s_-.�____\`,-_ __ ,. --I�\ pE ,,,h7 _T--_ 923 Coaper Avenue.SUIre 20, s,.eewa ,mouu 5 , , m \ `VA Glenwood Spnnos,CO 61601 e Tn e `n{ n _ mexcemx `9r`. - -_-' i I g:�mE.ae,m I s,ew<5�5m I/ m CIVIL ENGINEER �l '� �1 m- '� Boundaries Unlimited Inc. I9 6co pare eope I GlenwoodSpnngs,CO8,601 __L_ ___- I I - "-- 0.90.5.5253 --1 www.belnc.wm BGRADE LVL. / EXISTING SUBGRADE WALL DIAGRAMS • KEY - EXISTING MAIN / GROUND STRUCTURAL ENGINEER Jemea Jeckaon Romeo,P.E. M-A : 1900.55 GROSS SQUARE FEET AREA M-E : 114.75 SF EXT. ENTRY (SECONDARY) Structural Design onsultan"" L-A : 215.47 GROSS SQ FT TOTAL SUBGRADE: 1900.55 SF FA COUNTABLE STEPS + PORCH Glenwood Spnns,CO61601 0%WALL EXPOSURE MECHANICAL SUBGRADE STREET FACING/(NON-HISTORIC) uf51N�N�1rom EXCAVATION M-B : 372.16 SF GARAGE MEP ENGINEER THEREFORE, 0 SF FA COUNTABLE Spacek Timbie*Ba n 0 SQ FT FA COUNTABLE 1st 250 SF EXEMPT 5ul1e,02 Englneedng lnc. 2nd 250 SF @ 1/2 M-F : 163.36 SF RAISED DECK + SPA AREA Avon,CO 81620 G 122.16/2 = 61.08 SF FA COUNTABLE 96.96P.a,63 ROER61oEGrJGlSr GERGIOEGrIGIGr r RGERGIGEGFJal6, �r (GREATER TER THAN 30 11) ww 9ro M-C : 4.09 SF EXTERIOR STORAGE 163.36 SF FA COUNTABLE ".- "�� ZO UP TO 36 SF EXEMPT b-2 0'-II4" I16-2 - l lo'-Ili" 1 THEREFORE, 0 SF FA COUNTABLE (1) 92.96 sq ft (2) 63.13 sq ft (3) 92.96 sq ft (4) 63.13 sq ft M-D : 15.97 SF EXT. ENTRY (PRIMARY)STEPS STREET FACING/HISTORIC THEREFORE, 0 SF FA COUNTABLE SEAL EXISTING FLOOR AREA CALCULATIONS LEGEND AIM ISSUANCE DATE EXISTING SUBGRADE/LOWER LVL.WALL AREA CALCULATIONS-121 IONS- ALCUL - BASEMENT FLOOR WALL LABEL TOTAL WALL AREA(SQ FT) EXPOSED WALL AREA(SQ FT) GROUND FLOOR AREA(GROSS SQ FT HAB) 1900.55(GROSS) BASEMENT FLOOR AREA(SQ FT) 215.47/0.0(FA) HABITABLE 1 92.96 0 GROUND FLOOR STAIR &MISC.EXEMPTIONS:INT. 4.09(GROSS) 4.09 SF Exterior Storage GROUND FLOOR AREA(SQ FT) 1,900.55/1,900.55(FA) 2 63.13 0 GROUND FLOOR AREA(SQ FT)-FA 1900.55(FA) GARAGE FLOOR AREA(SQ FT) 372.16/61.08(FA) t GARAGE 3 92.96 0 GARAGE FLOOR AREA(GROSS SQ FT) 372.16(GROSS) 2ND FLOOR AREA(SQ FT) 1,443.56/1,366.29(FA) 4 63.13 0 GARAGE FLOOR AREA(SQ FT)-FA 61.08(FA) EXTERIOR STORAGE AREA(SQ FT) 4.09/0.0(FA) of COA PERMIT 2024 GROUND PORCH/DECK AREA(GROSS SQ FT) 294.08(GROSS) Blkr Entry Porches/Stairs Exempt PORCH/DECK AREA TOTAL(SQ FT) 598.43 GROSS /0(FA) (3,235.04 x.15%)=485.26 all // PORCH/DECK OVERALL TOTAL WALL AREA(SQ FT) 312.18 GROUND PORCH/DECK AREA(COUNTABLE FA) 163.36-M/304.35-U(467.71) (15%of 3235.04) =485.26 allow PORCH/DECK AREA COUNTABLE(SQ FT) 163.36-M/304.35-U =(467.71),therefore 0 FA SCALE 1/8"=11-0" EXPOSED WALL AREA(SQ FT) 0 !STING GROUND ••- •' • • TING FLOOR A` 3,32 r• PROJECT#121-BLEEKER EXTERIOR STORAGE OF EXPOSED WALL(EXPOSED/TOTAL) 0.0% DRAWING TITLE: Floor Area Allowable For 121 West Bleeker 3,235.04 square foot FA For SFR FA per SFR on 5,982.3 square foot lot 3,235.04 Total Allowable FA For SFR FA per SFR on 5,982.3 square foot lot with 250 SF HPC FA Bonus(Proposed) EXISTING FLOOR BGRADE 121 WALL EXPOSURE CALCU ,UNTABLE Floor Area Summary Existing Gross(liftExisting Floor Area(Sq Ft) Proposed Gross(Sq Ft) Proposed Floor Area(Sq Ft) Refe AREA Basement Habitable(Lower Subgrade Level) 215.47 0.0 2,866.10 340.78 ZN-004,ZN-006 LEGEND (WALLS) DIAGRAMS NUMERIC& o - 13 Main Level Habitable(Ground Floor) 1,900.55 1,900.55 1,600.70 1,600.70 ZN-005,ZN-007 BREAKDOWNS MECHANICAL/SUBGRADE FLOOR AREA(SQ FT) 215.47 Main Level Garage(Ground Floor) 372.16 61.08 524.08 149.08 ZN-005,ZN-007 DRAWING NO: EXPOSED WALL w 121 SUBGRADE COUNTABLE FLOOR AREA(SQ FT) 0.0 (0.0%X 215.47) Upper Level Habitable(Existing) 1,102.60-V(FRT)/340.96-(ALY)1,066.80-V(FRT)/299.49-(ALY) 564.04-V(FRT)/948.47-(ALY) 508.0-V(FRT)/880.5-(ALY) ZN-005,ZN-007 o Porch/Stair Access/Patio/Roof Deck Area 467.71(Total)/130.72(Exempt) 0 FA Countable/485.26 Allowable 1,066.34(Total)/70.41(His.Bleek) 0 FA Countable/485.26 Allowable ZN-005,ZN-007' A-Z N-004 o Exterior Storage Area-Mechanical Usage 4.09 0.0 N/A N/A ZN-005,ZN-007 WALL BELOW GRADE ET • 21 .• •-(0.r Total ZN-004-ZN-007 COA-BP :: NOV 2024 XISTING UPPE- OOR AREA PLAN G DI A R A I I • /8" = 1'-0" EXISTING ROOF AREA DIAGRAM : 1/8" = 1'-0" EAST SIDE YARD AL 4'- I BLIC HOWl------_, n,_- �'; _----_ �� Y EASTYARB ALLEY J PUBLIC = �> - � c+ II r_ _�1 y;_ 1,:ii �Y \ � -_-____ __/______ 'I/ T ' it x i t �1 1�1 % r -\ �I l yy �, W V n \ , (W" "� ,, ' I 1� 1' `aF b I '\, ' _ \\ I A \ l� N ,L '\ o � m LU a \ IA \ \• --A-Y-- - bbb A 1 F $I _ ;,nd�v , ' _ 'Y�-- ' - -�_a _y_J_lr fib`= ��_ _ , / ' _ I - -- - ? \-Z- ' \ ---�� G 121 WEST BEEE�(ER F. �€ r - -9/- N W ci F 7 x 121 WEST BIEE�IER�w J I W a E112LOTC,IQT08 y- - - w J __ - - ::ra Ter��eailk,'1+.*:l:; !kria41: E 112 LOT C,LOT B 8 r -- _ _ - 9`^ - - _- -- ----- -- -- -- - -I- -�(--- 8;T!F.TCf!A ffim41T5hT_wrgi n�3F.�,3•k;PJS-TL'... ', 3 W LOT BlOCR58 _ 1 i{yYr Y%ill'iiYid9ill'lY�'�• MC* IOTE- OC158 I �( 1in::oT`: Z Ip-A I��y��r. :LSmKKKK11;fL5,''r;�:'AmKK�hfLSY,�LS��'�� `\ '`A'NM!lfJE'AA7L' .-.• \ :SbS":[ N 4P1RVJ{�1Ns;: - _ ♦ Cr UB I I - �S'e •�I =I 5.;11 xl _ II .IT: ♦ ♦ t�., I ..111111. 1 - I _I 1 II �:: IiiiPI' � ii - s:I 11\ I. Ir .. Ill■■ 1�■■■•'�11■■IIAI S-- I z n¢n I y' , , , IT I IIIIIIIIII I I - $ I IDJEu1 vAi: I .I .,,:y, 1 _ OWNERSHIP €I - 1 11 l ^3u• III ♦ ♦ � _ � �■►.,eau__I■111� 7�■■II ::° ''rs ♦ ♦ ♦ 1 - Nra � n: - °I 7- :,' �.. iii Owners: 6i. - I � _B/II _■I r I -J �� 1■ yl■I��N,�\■■�J 11■1�■ I - � I .-' I- ,w I I - 12 Meeker LLC ,�. _ IIIII � LI,I���:! 1 I 7mlr'i �mINE■■ ■■ 1 IJJITII�■ - k"i�"� ,IIIII li::.:..::::..::.::.l.ii::.:..::.:.,:_.:_ ,z,West el // I � 1 '':'.''�7L'f•�IL'�5'�.SII�.1,� •`��:r�,ll)�� _ _ es Bleeker Street 1 ♦ 44*4lLA'" aa� sns,s� rxsnrtirutursaaar E Aspen,C081611 ry:�1I3I. I r� I; le -� :sl I I o 1• r .r l � ::1!?i I cc J I■■■■I■■�■■S. �, f' ao CONTRACTOR I � I GENERAL I, I I - - - - IOO r W tl n m:•� ,00tl<entlence Cona o Grou P P F' I - Lim I-- MAI I I e Unn 20_ d I �1•�r�a•I rkakr rs Ir r-r•• D - _1 9 U I■■I�rllil�l ■� 1 1. - - 6z, i 1 1 I I ogs,.ao e, !I■■■�F�rri �1 I� I ��7iv�aT�yTc:� ♦ ♦ ♦ ♦ ♦ - - - - - ari.rom I I I I^ I ibhh11i'dN.t ! I�II -I 1_•.WMIMYMI7NL,-.rR::::,.:L•:I::hl .11•-1•-1� i i�- I ■■ IIIII PROJECT DESIGNER/ g CITY REPRESENTATIVE-.J _ •' r:�n�m`��:Ltar�:narsuwr _ I-- S_ - i- ''II I ■�■1 I i r ` W _ I I� - }YIIi5TNT1raL5TlraNTmiSTY,Ti5T�6T1 W I II it 1 F•Itla Dasl n N:M1}11.TN111,Ti51Mi51Y4T:1.T�I��■■■II-I I■�■�■■■ I� Y 9 I 8 I '.....����� - �C ••4'}Y,ti51YV'7l.TN}11.}114TYNi51YVTi5W 4�•iR}�'1 i! f ! 1 ! ! I 'I ��,� ., � r' I + _•P!l1�1:.,..,..,..,..,..,.....,.....,..,....1hR,...,..,......... '-i:. --i-.r-..:[....:...:..:.:�--G �e I • 6,z I - ee it I - - - --- 'i51Y,Ti51YVT�I�I I19 :` y;�-� I +�i�TY`ire}�•� •-Y,t7M1Y7Rtir.}7rAir:}�- TY,t71V1i'in°: i:a�r:'[:'�[:ate iiii�i .,.:�1T1AIJ!L�J�� �FJ�r�J�.,...L9}'J7:rirFJ�r�J�.,. ,1' I W•�85 e I I I InMYWYYiWW11M,YiYYiYYiIYWY':iWWWSYYiY1TYY,YYiYYiYYiYkiWWWSYYiY1'tYk�lY�k�i•I��AI•l��i k�tl�k�Y�k�i•!��[ill��k�tl�!i'.', t:1!11l11!11l11l:1l:1�:1l11l11!11':1!11 I I / � �.,••„•,••„•,••„•,••na„ansa„a,sa„a,sa„a,sa,sa„a,sa' n•„-•�i�i••„•, :T:•�,T:, ••„•,••,,. , •, o , �,•�}:RTL5fY11:51NT:51�•T1RT,'L511RTTP•�L51NT:5TL5T:ML5fYRM:RMNT:R1<5NR1L5fYlIYTNM1TYIL5TY7<SfYll:51:r�' ia ion $ - 1 _ - A Vk _ LANDSCAPE ARCHITECT \ - T 11 ,r'' I - - - 797.55.5.07 -- -- - -._. .-=;� , coon.<e t oaal n '�1---- _ 1 1 / \ .>'�), I11 ___-�\________-- li'1 1'I - �) e5o na,xa,so.ac ann xr 'i I ••p pnn.apn.aaeencpm `. .' i r / 9nwoaer --`. I a ' / - - -- -- - -J `� J _-_ \\r ' L I -, � 1 z Ise '_ _".__` \I IE -:_ �yy ,r t I SURVEY ENGINEER Ic-•+'� i `'�,._-;�� gggg $�a` i II 'T IfillliilRllll!!!1:..-, 1 '�o \ ''Ifr.�`�i', g � ( y11 ,II I I eounaarl«unnmu<a 1np. -- \,_� - -< --�� b --r[aa-l.E-_----T--_ i / c\ \1 i I , Y-<-v 1 ',ilk -_-_-_- ... ,1. 9z3 Coco.,n.an �_-_--�_s -ao.w}_-_-\'^_ _- , ue.suHa zo, -.,>d-T_.�_-_-_ _�- <--__-3s ao[En,r,9E -T--_ cleawaw spriaea.co e,fio, NIIJ uoxrsw.oeourw �p '' \ m_ --' �^I 0.90.5.5253 W .•smmc•roe ',-A�� `__-- __ ? ^1 -omce re. �d� - _ _ I ww,.b<lnc.mm '1 % 1 rfo�,�{ 'k I% � I,/ CIVIL ENGINEER � eopmarka unnmu<a mp. -----' I `� I GlenwoW springs,CO8,60, ---- 1 I ---.-i -- 1 �\ T9]0.966.5252 //�� _---- ---_- w.nv.b<lnc.wm KEY - EXISTING UPPER LEVELS AI - XISTING ROOF LVL. STRUCTURAL ENGINEER James Jackson Romeo,P.E. NOTE : ALL SF (FA) COUNTABLE ROOF AREAS ro Wm�D°nP<aaCPnaPl an,,LLG U-A : 1102.60 GROSS SQUARE FEET AREA U-D : 340.96 GROSS SQUARE FEET AREA ;Is a,za.°G6,6°' 1066.80 SF FA COUNTABLE 299.49 SF FA COUNTABLE REPRESENTED ON UPPER LEVEL �a�lrom VICTORIAN REAR MASSING PLANNING DIAGRAM MEP ENGINEER 8paoak Tlmbla*Blavina U-B : 35.80 SQ FT EXEMPT AREA U-E : 41.47 SQ FT EXEMPT AREA Mon,COan21°.kB1aa.s° 6z MU FOR OPEN STAIR (VICTORIAN) FOR OPEN STAIR (REAR STAIR) P • rro U-C : 85.37 SQ FT U-F : 218.62 SQ FT EXT PORCH EXT DECK AREA (COUNTABLE FA) (COUNTABLE FA) SEAL EXISTING FLOOR AREA CALCULATIONS Iii,LEGEND ISSUANCE DATE EXISTING UPPER FLOOR AREA CALCULATIONS-VICTORIAN (FRONT)+ALLEY MASSING UPPER FLOOR AREA-VICTORIAN(GROSS SQ FT) 1102.60(GROSS) UPPER FLOOR STAIR &MISC.EXEMPTIONS:INT. 35.80(GROSS) 35.80 Open Stair Exemption UPPER FLOOR AREA -VICTORIAN(SQ FT)-FA 1066.80(FA) UPPER FLOOR AREA-REAR(GROSS SQ FT HAB) 340.96(GROSS) UPPER FLOOR STAIR &MISC.EXEMPTIONS:INT. 41.47(GROSS) 41.47 Open Stair Exemption 01 COA PERMIT 2024 UPPER FLOOR AREA -REAR: (SQ FT)-FA 299.49(FA) HABITABLE UPPER PORCH/DECK AREA VICTORIAN(GROSS SQ FT) 85.37 (3,235.04 x.15%)=485.26 all SCALE 1/8"=1'-0" UPPER PORCH/DECK AREA GARAGE(GROSS SQ FT) 218.62 (3,235.04 x.15%)=485.26 all PROJECT#121-BLEEKER EXISTING UPPER FLOOR DECK AREA TOTAL (SQ FT) 163.36-M/304.35-U(467.71) GARAGE DRAWING TITLE: Floor Area Allowable For 121 West Bleeker 3,235.04 square foot FA For SFR FA per SFR on 5,982.3 square foot lot 3,235.04 Total Allowable FA For SFR FA per SFR on 5,982.3 square foot lot with 250 SF HPC FA Bonus as Awarded EXISTING FLOOR TOTAL EXISTING UPPER FLOOR AREA(SQ FT) 1,366.29(FA) WFloor Area Summary Existing Gross(Sq Ft) Existing Floor Area(Sq Ft) Proposed Gross(Sq Ft) Proposed Flooq Ft) Reference AREA Basement Habitable(Lower Subgrade Level) 215.47 0.0 2,866.10 340.78 ZN-004,ZN-006 DIAGRAMS& / / NUMERIC rli Main Level Habitable(Ground Floor) 1,900.55 1,900.55 1,600.70 1,600.70 ZN-005,ZN-007 PORCH/DECK BREAKDOWNS Main Level Garage(Ground Floor) 372.16 61.08 524.08 149.08 ZN-005,ZN-007 DRAWING NO: Upper Level Habitable(Existing) 1,102.60-V(FRT)/340.96-(ALY)1,066.80-V(FRT)/299.49-(ALY) 564.04-V(FRT)/948.47-(ALY) 508.0-V(FRT)/880.5-(ALY) ZN-005,ZN-007 o Porch/Stair Access/Patio/Roof Deck Area 467.71(Total)/130.72(Exempt) 0 FA Countable/485.26 Allowable 1,066.34(Total)/70.41(Exempt) 0 FA Countable/485.26 Allowable ZN-005,ZN-007 EXTERIOR STORAGE A-Z N-005 o Exterior Storage Area-Mechanical Usage 4.09 0.0 N/A N/A ZN-005,ZN-007 u otal 3,56 ZN-004-ZN-007 COA-BP :: NOV 2024 PROPOSED BASEMENT FLOOR AREA DIAGRAM : 1/8" = 1'-0" PROPOSED FLOOR AREA CALCULATIONS w _1LP A : 2,866.10 GROSS SQUARE FEET (1) 1 o (3) 1 o" (4) TOTAL SUBGRADE J Z Z a 2T-1'�" 41'4„ 4'-2" PERIMETER CONSTRUCTION: d EAST SIDEYARDAIIET-PUBLICROW '10 'E0O, 'PR, 8 'Pa, =°B PR, 'PR, PR, °, '10. m p PR 11.25% SUBGRADE WALL H 81 „ I 8'-11 I 9'_78, f� 12'_9„ 14'-10' 13,_9„ t Cn co tral I wx EXPOSURE, THEREFORE W EL m 1 p I�p�� 322.43 SQ FT FA COUNTABLE J 3 PROPERTY _-_-_ II - _ I r_-___-_-i I _-_-i-_L -_-_- _ �� 1 , x- NE IE) -1- z^-W -- "' N Q !!��5'S10E YAR0 I I I f,p, SETBACK I r I 1 -. -- _- - -- -K -- T l -._-.-- _- -- �� \\ I ,A.O I- -��--- y l ED(SUBGRADE)BASEMENT FLOOR EXPOSED WALL CALCULATIONS-234 WEST FRANCIS �ma PR -- •I ll III' BASEMENT FLOOR WALL LABEL TOTAL WALL AREA(SQ FT) EXPOSED WALL AREA(SQ FT) ' - , -�I P `- -9 ( ) ;,, .I C_E,e Iii • IMP ,I y ,I, , ' OWNERSHIP I I t I- 111111111111111� � � � L � I�II I 6 I _�� i�111m�•gl �3 III"\ \ � ', 13, � (5) I YI cl _--_-_ , ____ __. �\ I IeE�I oa li' ) co Owners: e - �'-t- sase�al®� a: ae®o� I I�C� � �E> ��`, I ® j -T- 1 324.11 121.12 127 W Meeker LLC `o I-F- -I�- , .A _aE;p "LOA;s� �,_ 1 11I. Il sT o0 2 71.65 0 Aspe,121 CO181611Stree- - +�TI � III, 'I� ' ..r�.�� 1II1 IL -Y-®, E-° R i , - 3 496.83 52.23 W ❑ a 1111I- ] I \ 4 56.33 14.61 GENERAL CONTRACTOR m 1 I � I PR independence Construction Group €I i? 1 rut;t; II oo .„. k"a I t I I �ea�A.anee Ana o2 3 hm P.o yl 11 I I r F.o 5 125.03 0 a g o.v oNdo e1821 (12) �, I •1 I� ' u l e o�'d I� - n �, ew.pecan= 8lI 6 407.97 20.06 It I I r„ ,. -u w,., I I ►o tea,„" a l o w I I 7 238.21 0 I- ( II n - - -- PROJECT DESIGNER/ c.\ Iii1 _ ___ y o� I� '' 8 314.79 121.12 ." - ' ITY REPENT- - I 1E���I � O, ,l� i9�- �'- I� I + , 9 303.00 0 FNaavDesig_ o Fos°.Tatey � Ai . ii 11 � \�\ 1 �-� = °.�I ILL- -- A.oen cPwrmPr � I� � TBTP.eeeg5e5 il ITITITY _01 PR. 1 ,aa.,Pm Ilo •gE•I® •- c 1: ¢� oa 111 '� . `� � e 11 144.23 0 D.o 1e 1 p° �r- - - K.o 12 249.96 0 LANDSCAPE ARCHITECT 11 i ' �, II b II connarke t treet U b fH- -- oa T 1Y11tlEStBIEEBEB350 market ( ) e',ml Euslmc.loloB i ao ul oa 0 i (6) Basalt`o 55 ,asz;p, I I I 111101E-BLOCK 50 I I -� L n Teww.cPnn. n.esen.com � .k, `sue._,_ B� I L.0\ 1 I I I - . E. [�A Imo- LD (10) N �.' 1 ^� �' :' � ������� ~ SURVEY ENGINEER I - �, Bogna I u nmu<a ma. y� , ,;• ,-R 1--,1--1 ��a f Ir.-1 201 cen°,poops-oper ,CO e,em _ _ _ _ la •. iBJbi® 67Ja1 n _ _-_ PR, uvw.b-T_T--_T_ _ - - FR, - - e � 3 � \ ,i1 t J SETBACK TARO --- I = 5E IDACK L- - - 1I 1 u 1 - -- -._---, 1_---F..®. y-1_JJ a CIVIL ENGINEER PROPER I I I I t- r�ti _ _ LINE" L_-_-_-_ I Y,• _-_ e Boundaries Unlimited Inc. z�nrm I _ _�_-_ 1 1" �--�r.or�,_-_-_� I 923 Glenwood 5P�9s.C08,60� es.r „„e„aEioeE °" I I 10'-O�" 8'-1 lr2 5,_2„� I I 1 ^ T:970.w.5wm 't.o, '20 p.�o (9) p.�o ash_ 8 'pmo 'po 'emo '9�o noR 7 n,. 2.t OVERALL TOTAL WALL AREA(SQ FT) 2,767.47 XP ( ) ( ) PR EXPOSED WALL AREA(SQ FT) 329.14 STRUCTURAL ENGINEERJamea Jackson Romeo,P.E. 27 l� 24 2 i %OF EXPOSED WALL(EXPOSED/TOTAL) 11.89% $ ' ./ 21'-4" Structural Design Consultant,LLC 1 •POS LAMIE Tienoa pn gPomo e,so, PROPOSED SUBGRADE WALL DIAGRAMS : 1/8" = 1'-0" MEP ENGINEER 111 OTAL BA REA(SQ FT) Spa*Tlmble*Blevins Engineering Inc. 8'-fr1" 8'-111„ 9-4 ., creek ena.,smla 02 2 2 12 9" 14 10 13'-9" ProEaaeE PPa,aPn. ,. ' ''- uluo�of :4.85PPE Pnnr�InEa r.P„°.. PaoPa�aea mow mmroE � � / pow[oo,sn �1IIII 8" flo +. y 6 5' I ' _ lir a y ♦ 41,_4„ N. III y \ ' 1 I'_2 27._I S�� Y Y Y Y 1 a (1) 324.11 sq ft/ 121.12 sq ft ex (2) 71.65 sq ft (3) 496.83 sq ft/52.23 sq ft ex (4) 56.33 sq ft/ (5) 125.03 sq ft 14.61 sq ft ex SEAL 3 10'-D'" 8'-1121" 29'-$" 5'-8$' 2 { Ail. ISSUANCE DATE POP OF EnEXT.GRADE11 wu E.nae ro � °" BASEMENT FLOOR AREA(SQ FT) 2,866.10/340.78(FA) ��) li GROUND FLOOR AREA(SQ FT) 1,600.70/1,600.70(FA) 10 - iv 4 N a j%i���!I a GARAGE FLOOR AREA(SQ FT) 524.08/149.08(FA) �� 1�6d- .-=b := drill _- 1/ - 2ND FLOOR AREA(SQ FT) 1,512.51/1,388.50(FA) PORCH/DECK AREA(SQ FT) 70.41(his-ex)/442.6 deck/0(FA) (3,235.04 x.15%)=485.26 allowable 01 COA PERMIT 2024 35'-4" I, 21,_4„ k :'r 24 2' ; A 27-18 k (SQ FT) (6) 407.97 sqft/20.06 sqft ex (7) 238.21 sq ft (8) 314.79 sqft/ 103.21 sqft ex (9) 303.00 sqft 250 SF FA BONUS GRANTED PER HPC (3,235.04 FA+250 FA Bonus=3,485.04 FA) 3,479.06 SCALE 1/8"=1'-0" PROJECT#121-BLEEKER DRAWING TITLE: oEPa .,,MEE„ y y nnmamEna.ae�. LEGEND PROPOSED FLOOR N. # DIAGRAMS& NUMERIC - HABITABLE o BREAKDOWNS (3 - - - -- DRAWING NO: vim- EXPOSED WALL ;3'-2"4 l. 12'-l0q" l ' 22-48' A-ZN-006 WALL BELOW GRADE ® (10)35.36sgft (11)144.23sgft (14)249.96sgft - COA-BP :: NOV 2024 PROPOSED l A N FLOR AR4 PLANNING DIAGRAM • " - 1'-0" IIIIPPROPOSED UPPER FLOOR AREA PLANNING DIAGRAM / \ �a9iS` r1.0 r2.0 30 'aro 50 (--. 6.0 r70 80, 90, ,Z '11.. '12..a9`S` EAST SI .YARD ALLEY PUBLIC Fx, FR, J EAST SI l.YARD ALLEY PUBLIC l i "tle 0 S D /PR. 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I� {,o 7, ,- I Q ■■IAld ■ It 1 ❑■ EE !la o ll�lll.n 3 ❑■ I -- FLEE 1in�l_i11 men , o R 1 D I I ■��■I IIr R■Ili.:. 11•i IIL�irserll 11®moo I. rm .a _ ® ■■ w n Fes` -_ IR'AI■11,11 11■1111W1$Li 1114 J11 \, 1.._ I e _ - 11EF11 It •dill l■■Itl - TT- ijIMPpplaNil.. �•- W-- ®®®�_® ■®1 / IF611 \ $ n _ e ro.o f- .:E loo' - .. I' $o ;& 00 - -I � �' ■rII��rS ■■�! ■ i l� �L_���s Ili�� ,��1 1■■� 't, ;; ,06 , PR, � 1 It:e ii �C■1��®��■ y �■ In � IN II i��11 ;. ;.I��}yai�"® ■I�P2;!■■■1♦■■� .i- -.- I��IR >` ii11 r� i•E.. I ,�,. �_��Ile®I■�N��� ��1 - ii ra r�' _ L �_ ... t`✓311�I�NWYIk -: c® -' _ I -. _ _-_-_ ❑ _ - _ ��� ,.■_�ILB_IIVIiO■FI■{EI - M: - - - OWNERSHIP E.o '°'P IIllll�FHA�llr� rri ism� ••I - c _ -- ■ �� AI■■��@YT♦�1■■■• ■■■t•■■C®■' ■AF33■VIII1■Ilfls © I#R �' I ■ Fliw-i 1®II ■iI� 'I�■ - I� IF r x n �,I �. i. ■ �» as ■■I■■o■7\�il�■I.J\��1® _ \ Owners: 3rrrrri'i '�uli1■ �■I ■�11:II�IIRIdly111 121 W Bleeker LLC ((J ra■■ra >/ _ wii�r �l■■1�: ■lil■■■cif■■Cisr �i ■■■r\`fii■11 t�'" 1 �r_III_Ih■� a',"■��l-1��1■1•'2'1■101••f��irRZEMP� �I-- ■ I-4` M P-E 1 NMI ■1♦11S V171�� i1l1I Q ,_; ��kmi'.�,�.,amo vAmia1i■■mJ■`_'►J1 I 1 121 West Bleeker Street IL S.R.__ .0 1� � 11 I■� I'-- ,f� rF. ''o 0 ���I��vl�■�.� /I ■��e� �� -_ - 4-6 A5 en C081611 - o-7171 In 21= 11211■LI!1■IIPJ■■■tlNI111Yi11IELLIMmi *�A*41.t=i _ ' 3 -.rr�r..■$ - p ,o 1 ■■mmE ;� [v a i. r`!Ira� II' 'E r .� I��I , '■��' E1�� :'_ .. -�� � I ■ Ilsml©iii�i � Q ii-orwrl i.0-.ZzI M7■lJrl■r_ 7■IM I l`R' ■n� ril, �.I 11�I�n_wry � lll��, v i e-�I 1,'.' i�..m r ❑'� .1■�I��1■1■�■E111 EM -� MtMO:1■1�Emmormemi ow GENERAL CONTRACTOR ❑ ti I 1 iIID4 �li 1 _ �L�■11 ■■�■■■■■1■■1 1■ 1.1011011 1 UU=liU IiI NIIIII�UU I F UI. ■►i - ir N ifl� aa1;1■■a11■ r���■ w o0.,.. ■■111 11� ■■■■■■1■w I pR\ Independence ConaWctlon Group pR. I I I T1ITA,■1■m_ !1a! JIB■ III■■■it'lr1■■■EII:J■■■■GIIIYMI I1';W EspoI fll bat `R i I �I■I!■LJ■ �■1111•'•■r ;, Ind alll■_�III�I■`J!�lSr■■■I■■�I -- - = man uu 1 -11 \ - .,.:..a>..--��- Im■u. .--1 1 x� T_-_ = I_'F 1117,1 ii7 1■EIrl o©.,,,1 01 -I - IIIM.. P9]02795mm a, ,� T--- »'��I�1��■■��.�1■■■■�■■■�..o■■■■■�.......I�. I i911r■■■■ zl �--© �� 1� ==a1M■EMIII �II2IeI■. '0, I-- _ _ $T - � 1 i rR�►i�l - 11 i� ii�i11 I - �I -�..p,prom p - I �r -r u.0. iiligfmE•- `� , • - t ae i �- �r 1 1-1 -_-_ 0` -____ Q 1 »�,. :- m J.oe ' ''€c r1 , -___ Imo- �' 2. . �E 11 - I e PROJECT DESIGNER/ '� I �i ❑■ -j J_M --- 7 --_ i)■��===V=-®=��■ � ���� I '� k.o _ °I -_ _ ❑■ _�_�_ 1_-_- '•'I --•� I■��_��- I 1_I CITY REPRESENTATIVE (' - -- - - I - -- -I 11FFridaay'DBign ' ■■❑ - /I■I%■■%�'■■■■1 `y: -f- 1 ` ' I ` ' I ■�■ p� 1121 WEST TEENER I p p riumr#i�, b „ma.cpm 6,z ' I ❑ 1121 WEST�IEENER I �/�'IIII ®r ��S�I► !' MP-B l ' UP 1�❑ , ° r b II ® ER 11K1 LIME __ pap 6, L ❑❑so ❑❑❑❑��®I1L■ ®��I� aIMINI Ill 1.8 ,Ir w2 NrJA..III' ID E ,..,� -�� ®. A�, i I t \`\. F //____`` 'm II!r m� LANDSCAPE ARCHITECT ' _ i'I/,// `,, 1 „�-_--,- ®1■1�■■r�/�®_w A■.i It® �"-' ®',*. e \ I _- I I `:■■ ■ I I " _ LO Connectl0asi u'� ‘x iiil I --_ I�i/� ■■■■■I ,■,�®/� � - I �" 11\ Ili ii z In I %r 1 •\y ■ 1 -..�_/ I r.. �. rM amw.cpnnactonaaes qn cpm i_ ,:M J _ _ _J`y�µ_ � Illw I171 A.r A_ III■■ --_ .M. _ �_=_ _J1_T_ _- _- -- -„ - - - -- -- _-_ C I - I u al- T-- T_--_- JU -- _ -- \eR' 11/ _ -- I - - - •- f� ' ..,,e.,..w j ---- n ' �-(-�-6- 1IT. I il�_'v_Ir. - 'Il p� g- yII / __r - � ,, O �, - a = __ a --� Q-- .IIt u„_ iF'- _ ��- .. {. I I II '$ I 11 6�\I I I___ I{_fC�l'- 11 I 1 I. %'' I II ,gr��- I �I `�\�' 6 I. r I11 OI #R 1__ m st, x g Q I u xx ��°� $t e T u I �__ _ m 5 0 I <° irxx i„��I : ? _1--i L SURVEY ENGINEER �___ _ ' _ �_�`_ _ __ _ Boundaries unlimited Inc. a _ -"`-- m�P,..---- o -- k. I I r �,� e szs cpro.,n.�cpe.smre zo eL-;L���I°- � e - �B � -�� ------ - Glm�oa spcns..co e,6m' ' I I �� ' ' I I �/I I `g'rx i ' I I I • /g :;tiw 5wm MP-D P e•,.o •z.o �s.o �a.o\ �s.o �s.o 'T.o �s.o �s.o no. n nz. ,.a z.o a�.o a�.o s.o s�.o zo a�.o s�.o no. n,. nz.. CIVIL ENGINEER xme wpe v Ems" �.' `:' \::' F.:" \.:' \.:' �::' \::' \.;' Boundaries unlimited Inc. e �' sz6 cppp.,n.�apa.sulre zo, I `, GlenwoW Springs,CO8,60, wwi.buinc5wm I KEY - PROPOSED M A 1 LEVEL KEY - 'ROPOSED UPPER LEVELS STRUCTURAL ENGINEER Jemea Jeckaon Romeo,P.E. Structural Design Consultant,LLC MP-A : 1600.70 GROSS SQ FT AREA MP-D : 422.65 SQ FT EXTERIOR PATIO (W) UP-A : 564,04 GROSS SQUARE FEET AREA UP-E : 442.60 SQ FT PRIMARY DECK AREA ;s,` 4742 1600.70 SF FA COUNTABLE > 1"ABOVE GRADE CONDITION 508.0 SF FA COUNTABLE (APPLICABLE TOWARDS COUNTABLE FA) MAIN LVL. RESIDENCE (EXEMPT FA) VICTORIAN MASSING MEP ENGINEER :7,:Timbia.Blaelns Engineering lnc. MP-B : 524.08 SF GARAGE UP-B : 56.04 SQ FT EXEMPT AREA 1st 250 SF EXEMPT MP E : 37.5 SQ FT EXT REAR PATIO (S) > 1" FOR OPEN STAIR (VICTORIAN) mr ' rro 2nd 250 SF @ 1/2 = 125 SF ABOVE GRADE CONDITION 149.08 SF FA COUNTABLE (EXEMPT FA) UP-C : 948.47 GROSS SQUARE FEET AREA 880.5 SF FA COUNTABLE MP-C : 70.41 SQ FT EXT PRIMARY PORCH MP-F : 119.25 SQ FT EXT EXTERIOR PATIO ALLEY MASSING HISTORICAL/STREET FACING (N) (E) > 1"ABOVE GRADE CONDITION (EXEMPT FA) (EXEMPT FA) UP-D : 67.97 SQ FT EXEMPT AREA FOR OPEN STAIR (REAR STAIR) SEAL PROPOSED FLOOR AREA CALCULATIONS LEGEND ISSUANCE DATE PROPOSED MAIN LEVEL/GROUND FLOOR AREA CALCULATIONS OTAL PROPOSED FLOOR AREA CALCULATIONS GROUND FLOOR AREA(GROSS SQ FT HAB) 1,600.70(GROSS) GROUND FLOOR STAIR &MISC.EXEMPTIONS:INT. 0 All SF 1:1 Countable BASEMENT FLOOR AREA(SQ FT) 2,866.10/340.78(FA) GROUND FLOOR AREA(SQ FT)-FA 1,600.70(FA) GROUND FLOOR AREA(SQ FT) 1,600.70/1,600.70(FA) GARAGE FLOOR AREA(GROSS SQ FT) 524.08(GROSS) Standard R-6 Zoning Allowance GARAGE FLOOR AREA(SQ FT) 524.08/149.08(FA) GARAGE FLOOR AREA(SQ FT)-FA 149.08(FA) 1st 250 Exempt/2nd 250-50% 2ND FLOOR AREA(SQ FT) 1,512.51/1,388.50(FA) of COA PERMIT 2024 GROUND PORCH/DECK AREA(GROSS SQ FT) 70.41(His.Front Exempt) 485.26 Lot Total Allowable PORCH/DECK AREA(SQ FT) 70.41(his-ex)/442.6 deck/0(FA) (3,235.04 x.15%)=485.26 allowable HABITABLE GROUND PATIO AREAS(GROSS SQ FT-NON FA) 579.40(GROSS) TOTAL PROPOSED FLOOR AREA SQ FT 3,138.28(FA)Abov SCALE 1/8"=1'-0" IF (3,235.04 FA+ FA PROJECT#121-SLEEKER GARAGE DRAWING TITLE: Floor Area Allowable For 121 West Bleeker 3,235.04 square foot FA For SFR FA per SFR on 5,982.3 square foot lot 3,235.04 Total Allowable FA For SFR FA per SFR on 5,982.3 square foot lot with 250 SF HPC FA Bonus(Proposed) PROPOSED FLOOR 'PROPOSED UPPER FLOOR AREA CALCULATIONS-VICTORIAN +ALLE Floor AreaIlig Existing Gross(Sq Ft) Existi - •• - Refe> AREA UPPER FLOOR AREA-FRONT(GROSS SQ FT HAB) 564.04(GROSS) Basement Habitable(Lower Sub grade Level) 215.47 0.0 2,866.10 340.78 ZN-004,ZN-006 DIAGRAMS& N 9 / / NUMERIC R UPPER FLOOR STAIR &MISC.EXEMPTIONS:INT. 56.04(GROSS) 56.04 Open Stair Exemption Main Level Habitable(Ground Floor) 1,900.55 1,900.55 1,600.70 1,600.70 ZN-005,ZN-007 PORCH/DECK BREAKDOWNS U UPPER FLOOR AREA-FRONT:VIC(SQ FT)-FA 508.0(FA) Main Level Garage(Ground Floor) 372.16 61.08 524.08 149.08 ZN-005,ZN-007 DRAWING NO: Upper Level Habitable(Existing) 1,102.60-V(FRT)/340.96-(ALY)1,066.80-V(FRT)/299.49-(ALY) 564.04-V(FRT)/948.47-(ALY) 508.0-V(FRT)/880.5-(ALY) ZN-005,ZN-007 rn UPPER FLOOR AREA-BACK(GROSS SQ FT HAB) 948.47(GROSS) o Porch/Stair Access/Patio/Roof Deck Area 467.71(Total)/130.72(Exempt) 0 FA Countable/485.26 Allowable 1,066.34(Total)/70.41(Exempt) 0 FA Countable/485.26 Allowable ZN-005,ZN-007 EXTERIOR STORAGE A-Z N-007 ,- UPPER FLOOR STAIR &MISC.EXEMPTIONS:INT. 67.97(GROSS) 67.97 Open Stair Exemption o Exterior Storage Area-Mechanical Usage 4.09 0.0 N/A N/A ZN-005,ZN-007 e UPPER FLOOR AREA -BACK:MB(SQ FT)-FA 880.5(FA) ZN-004-ZN-007 ® UPPER PORCH/DECK AREA(GROSS SQ FT) (422.60 Countable-New Add.) 485.26 Lot Total Allowable - TOTAL PROPOSED UPPER FLOOR AREA(SQ FT) 1,388.5(FA) # f0A-BP :: NOV 2024 w w J Y W IIIm o W O Z J z a mw 0 co co 0 W W 111 m Ce z '-' • t... y , •;v. • 1 '1 .x �I - \ ,� d> , �, •. i;v -`1 � A\, } � �4.�< 1V6 . OWNERSHIP �1 ^}h yy Ar Owners: • t D u �.., r z y VIP ' �� rh a71I. � ,t , � ,irrt,40 xj' ,C,y �;. 721 WBleeker LLC • ;e(,' `, �� / t e Yf / 121 West Bleeker Street L ��[y �� �a, �. . s Aspen,co 61611 4 ^ y '- �s �� ��� ' `� �r��� GENERAL CONTRACTOR i� Y ,/ r > , -�,14 � -{` ., �."777 Independence Construction Group ., ,yt„x - : '44.. i '` w, `< s ';xIO' .reM1 na Avenue2 nn 202 �y`�1a a • ♦ y 41. a �, r7�'R T �JJL,[ t/ . ••\ C Y 1 t ` r �w �' tb`I' w c- ` ��`p; , t % C _ 4 r t '+,t i, '4 PROJECT DESIGNER/ r : �p- �" i r ?` �„ z "a � ,\� • t�� .fit,, Nt;, f l'k.�+s" CITY REPRESENTATIVE IP 'It} ht11, '"Js' • /•aL .� �� ! •E..'- '' t'�� °iii°1+e'r.. y,..z. ,k. `. a,r, tFPO eaXr oa a��t pTr S tk, w5`e L' 1 a, • ' � )• -�[� \ c#^.: sr"2 , Y. `..-. ova �a �.� ei1'1� x ` • < _ I > �' r h i:: �t��. w -'"5 - t'. r m ..,....... R V `x A. >.... �, f ., x v � s ?k • LANDSCAPE ARCHITECT a;"�<> Sri °° 9 / �"• :ct : a �.�{�.. A`'<.�"=p • . i'• r + Connect Design aaw • 350 Market Street • / �� � ��� t rve" / �� 1 i. .- •04 � �, a• _• 1 `.i� rnnn.°ron.a<°an rnm A , ,, * p�'1 < �" '�` _ _ �� ,�, SURVEY ENGINEER d}`• , . k.'i`3. \ • ` `S �`�' Boundaries Unlimited Inc i ... �;rtii a ` Ir'. _ sz5 cod»,A.•enee spire zo i • ~ \ I { - - \ `\ Glenwood Spr3s CO0,50, i. 4 oe 5253 \, • S ` '� 5 6 /j//., �, `,.:� m ix �!,� / ``\ -\ .],.c945525m •�, "s -- - '`' \ �; `\ 'x++ ♦.7./' CIVIL ENGINEER ` x,/ _/ `\ F w _ \ Boundaries Unlimited Inc yp it t b. / - aw. �'1.✓�- �J� �� \ - I 4 ..2 .' - x .. _ --_-_------ Glenwood Springs C Jl,<x�' eJ T'.e]0.80.55253 _ i 11 . . -.&-, ,,.. .,..„, ..-;t2:4--,44.. a STRUCTURAL ENGINEER • � �.. t .r ,�, ♦/ �sue«• `„°• 't. t` - _---- - --'- � -_ �'` •vGtau 1 t, s ua rei oe:s�co.nm�t,tic - Ilt> ..33 r ., - ♦ _ �, " p k ,h, nes co°ste, C • > ii �' > •sue>--.R _ .',,...,:,5 ,, 1 ,illi 1 1114,,. .., h II1 �' �+ r. *Q -2:.. a.MMEP ENGINEER,r _ �:l1ilip111, II - — - PsTimbinc.Blevins II Eng needn9l All P Suneto3 I� 1p 11 wal 4�E • e 9ro _ q�► r� = -41: • rt:t •v.<.. rl2:" ''''''''''' -, 141c-,,..f. "110F,,.. ••-.-.., 7/,..1 . . ..,,_.:,,_,..:: Itt,..• F'' 1. _. , '� ki - (?, < -.,'" '"4100 i;'"n`*r' f s„ i .,N , , ,.ni vim.,.. 1 W w,. • i ,� . m - z0 x° t�, 7av� Mx�C SEAL tI F p'a A rY E. - •�. �� . "-•• s .; ISSUANCE DATE 01 COA PERMIT 2024 SCALE PROJECT#121-BLEEKER DRAWING TITLE: PROPOSED RENDERS+ MATERIALS CONCEPTS DRAWING NO: gi U, Ci 6 PROPOSED RENDERS & MATERIALS/ COLOURS CONCEPTS :: 121 WEST BLEEKER R-1.001 1.00 SCALE:NOT APPLICABLE COA-BP::JAN 2025 w w J Y W W m o W O Z J z a mw • 71 c0 N CI W W m � L1 alI r z '''' N Q T I- 1 - , l , •1 1{I ' I 6S7t f4 I'' OWNERSHIP I,,w 1 ry `� 1 i t :,(I I' ,af t ti T a Owners: +� • '� *„• 121 W Bleeker LLC 7� N 1.{l. `{�A1 ` ✓ 121 West Bleeker Street yx �' t • 1 r ! t , - +. Aspen,CO 81611 -s ,rt. 1 I .M 6, p. x ' r41 c t ``7' 4 t •�1\ -.f' <$J� v 1 1 a �f,� a' '�,y� �� 7�( GENERAL CONTRACTOR ? ! ' ': 1 , ki, Uy'L ', * �, I �if:I,'...,, ,t K! ( I !(ZIy 1 p, �a ,I ..I . . - a>::� ,*�Y Y �t ' . '1. r '. waawn rom rr . •� 9, t t .^�.;'a t ' I •,•, testa ��Y .' • M 3 �..�.Jy. PROJECT DESIGNER I •�,: f \ -, ,� !"ylfao •., 1 t ^ • ''fity.` I CITY REPRESENTATIVE ,�, .t N i`,,,, r '•i y .e '.• ',ti ' ., Wit' •, . � _yh \ t t'e•, ^sp^ Fr aar oes an 1r Y.•t.'31,V ' It, xJ +"'M f x n+f` s, 'S.td- ` _ f /#'� � 1/! (�., .( 1_ ;' % _ 5,z aze p c.m = y�, OH 95e5 \ly„4 ',_ lnf •'• • 4,:.t-�� :% T _,;ti �;.1`"nf'lP I•i 4,�•K l0,..., e.i w«w,rmar mma, P.,. I K •�' ,; =o,£, !. 1 �Y 'P M s,e• �_ ,f F. W" r.eta. ..,....... ♦f ^ ,1 . •. .l a� Y R• ..q A ' �'wW''��t „'{sl• �i t, ?.;r ¢..�- _ ,r'•'.1 ' .. LANDSCAPE ARCHITECT S1 .1 i r r.. +. �v a •. ~'al3F y ate` t �.' r sc ,af/�:> Vie.\ t t connetso.elen f ., �f } .ti s I I a i(j.= -. 350 t K f '-: �cn....� 1 - w..wc n.aec 9n cc 1, t \ / / '..� '" + • y, {,?g" SURVEY ENGINEER \ � \ 'y'x s�.,�,'• ,�. Boundaries Unlimited Inc. Glenwood 4/39e C00,501 } ` E . Ii ` /� ` w.aw'i.hwnc.wm t S, T �,. - t .r_ � I �� 6 G CIVIL ENGINEER .. AA \� {{{ III Inc. ......_14 elk if Cy' Boundaries co Unlimited E j �i ,a ill • r. - _ _ } V.t l:; ''': "— : ''• - / y www.5�,necem �^ Y . J _ Glenwood Springs,C I /! a,9 Fa s� a -. --_, }...� s,,,- (y�sy y �r r tr((�., „rq ',F ;Fs STRUCTURAL ENGINEER e <A ,.•»l �� : ` I a .� N%�: - ,. James Jeckcon Romea.P.E. • 4` aes 1\ !`.$ ,I 1 �,,,JJJ••• o,, Structural Design Consultant,uG .� f f ti b,� �.� {' �._ i. :.::. nun onrax„ i�pARI .-' / t C' y `A'r i. �t.e _ '. I ,s l _ .e- r �e sa n9e CO e,so, a,I IC4t44. I 1Ill y �i r { , fi; ``. I I* )) Sr 'S`h asf"> }•. MEP ENGINEER � I'I -' lor T * SPacek Timble•eleWna 4 ' 410 Engineering1nc. „. • 7 5ea.,93 y�1 -,. - /.`; r -�, w� i rrF..f9t www.e a e 9ro - p _ _ -_ --,. _.... ..._ _,I1Pk)P—:'- . f • ....... soe s▪ ��+t�=�.._ _(64 _ SEAL • - ISSUANCE DATE 01 COA PERMIT 2024 SCALE PROJECT#121-BLEEKER DRAWING TITLE: PROPOSED RENDERS+ MATERIALS CONCEPTS O DRAWING NO: z O 0) 6 6 PROPOSED RENDERS & MATERIALS/ COLOURS CONCEPTS :: 121 WEST BLEEKER R-1.002 1.00 SCALE:NOT APPLICABLE COA-BP::JAN 2025 a, W W J Y W 1-1-1 m o W O Z J z a cow • 0 CON od W W J m CNI e� M IZ. ,f w1 -gfl�Ap • .t t Q ` v �,I `: rt �►\: _ ® �� T ' t1 "J t�ti `,N•�* I 11 d, 11\' ,'At • r r *� r 'r / 1 .� 1 �`'1 i F ` .r' �'r ,La °1i11 J ,r , 1 l`,1„Cp'M''g,..„ k �'� �•+ �� ' % ;,4� t +a:^r^ '�yc 1,• c T I t0' I. 0 OWNERSHIP • y' P q. \� / fW . S - 1 •tto7 rLf 4 /� ! e'T 1 Owners. '"��� �. ! .'1s. -°` t ' - / 4j Y f z( +�p , 11 e 3 . � i y i ` �! ? �`� aL' t' t 1. t M At rl iv y I M„ /t I SleekerWestStreet en,C081611 �. k • ) :. it I r .JsT ` r `t�'1 Ir Iy fl ar' 1 d.2s f 1�k ! /y_t + rt;• `�� i-; i. 1' ✓✓JJ 1 &Fk Sr GENERAL CONTRACTOR - 4 a • ,IN 4 I �Jy� • 5J �•{( 51 n 1 r I,,J]r Independence Construction Group • -•; ►,'1,\ .• �{� .{l ,!<; r .. r is7 J. � L_.,i r�J `t b r. _S.; 1 1 tii,. �` a �P.n\, i 'k' '- 'Y nit Ave„e 2 nn x2 \� t t, le'ra "Y N' w r' •,� � ''� +'� SS. ,<' !ti":>< -lr 1 fl1�r1 A16 5 ar ° ' Y3.,� 9 4it #. ir. u �aa,.n am XI,.. r. r _ I''' • eI 1 \zT .iI r.eWa. ,- _ y` r ,pr '�;- �,rSi .mil � �u� i 1 "'`,0 I PROJECT DESIGNER I - `�. \, y r k a A - CITY REPRESENTATIVE t 1.- 1 . ! {dl• It d, 1 FrPO eOX tlay Dees 9n d a- �"t VW - _, w«w laaar oomar - •�"� { , ry • •41.4-'* • _ LANDSCAPE ARCHITECT��. ,��.C.' � xc n •t * o connelsD.alsn � f a + \ .°• - ✓ 'iev`a. a`. X'2r _ 1�,, -X7n< 9'd nu.r .aae gn ra �xrJAl ��"•C. 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PR _ s - - -- \ \-- _ (M.0 SEAL PR / 1 6 ��____ ---_____ 5'WEST SIDE PR / rr - AoRcr• ,5L ly I} oROE Mx. •• •_J 5'SIDE YARD �ARQSETmc o �� SETBACK L - R«BOId 1 oc ~- Juline J 1 C� ISSUANCE DATE of Ir m PROPERTY t ;vet Shoring Cap o LINE(W) - ----- -- PROPERTY LINE d _-_-_ _ S 14'50' "E 100.00' 1 1 4'b' �_-_-_-_-_-_-�-_-_ 1 1 I I LIGHT SHADED AREA y5„ ' REPRESENTS 6000 SF 1 27 1 1 S 1 2$' I 1 23' = ...., R-6 SETBACKS PER COA ! A I / 1 / j H a5.7° tO LAND USE CODE ' 18'-1-" 1 I 75'-118' I I 1 $'-84' 00 Si COA PERMIT 2024 8 I W / / II II Ir I Ir Ir I / / J J J J J J J J J J J Q SCALE 1 PROPOSED LOWER LEVEL FLOOR PLAN (1.1 (2.� (3.� (4.� (5.1 (6.� (7.1 (8.� (9.6 10. 11. 12. =IAA PROJECT#121-BLEEKER s; i 3�• SCALE:1/4"=1'-0" X� E• J/ \per/ .pR €� v Pam/ `per/ \per/ \per/ \per/ `�] v p jz DRAWING TITLE: PROPOSED PLAN NOTES PARTITION TYPES SAFETY GLAZING SYMBOLS LEGEND J. PARTITIONS &WALLS: I CEILING OBJECTS: LEGEND: mi LFOLWERPEVE:nIMM L DIMENSIONS: ALL WORK MUST BE CHALKED AND PARTITIONS:SEE SHEET A-80.01 ALL GLASS SHALL BE *SEE G-002.00 FOR ADDITIONAL NEW WALL AND DO NOT SCALE DRAWINGS. LAID OUT BY THE GC PRIOR TO TEMPERED/SAFETY GLASS UNLESS EXISTING WALL CONSTRUCTION.ALL -ALL NEW PARTITIONS SHALL BE TYPE OTHERWISE NOTED SYMBOLS AND DOOR TO ' I NEW DOOR NEW WINDOW COMBINATION SMOKE& TRUE DRAWING NO: SCOPE ENTAILS THE PARTIAL DEMOLITION REMAIN CARBON MONOXIDE NORTH DISCREPANCIES MUST BE A41 UNLESS OTHERWISE NOTED. MILLWORK: (n AND PRESERVATION OF AN EXISTING RECTIFIED BY THE GC AND HATCH PATTERN O WINDOW TAG PARTITION DETECTOR 147° 0 HISTORIC HOUSE,AND CONSTRUCTION OF ARCHITECT PRIOR TO -ALL FURRING SHALL BE MIN.3Y2"+ EMERGENCY ESCAPE REPRESENT$ HATCH TAG A-20.04 y NEW BASEMENT AND ADDITION DESIGNATES 1 HOUR RATED CONSTRUCTION. FINISH UNLESS OTHERWISE MILLWORK/STONE O SHAFT/WALL EXHAUST G LAYOUT OF THE DESIGN RELIES ON CONTENT LOCATION: DIMENSIONED. ALL EMERGENCY ESCAPE EGRESS WORK SCOPE AS APPLIANCE TAG EXIST WALL1.1.61 ht ALIGNMENTS AND HOLD DIMENSIONS AS WINDOWS SHALL HAVE SILLS 40"A.F.F. NEW DOOR AND FRAME, _ ELEVATIONS:SHEET A-30.01 ALL NEW DOORS SHALL WELL AS POSSIBLE ADJUSTMENTS DUE TO UNLESS OTHERWISE NOTED(SEE 1 2 HOUR RATED SCALE: 1/4 = 1 -Q ® FIELD CONDITIONS AND TRADE BUILDING SECTION:SHEET A-31.01 ELEVATION AND SECTION DWGS). A DOOR TAG BE SCW WOOD FRAMES,THU.O.N.ICK / SHAH/WALL COORDINATION. PARTITIONS:SHEET A-80.01 COA-BP::JAN 2025 1.0 2.0 3.1 (/4.1 (/5.0 6.� (7.0) 8.0 9.0 1 11. 02. \) HPC NOTE: EAST St,YARD -PUBLIC R W €X/F� �EX� �PR / PR / €X/� 'PR / P/ PR PR / P' z PRIOR TO w `/ ♦ A IFOR ANY&ALL LU II/ NT / COMMENCEMENT t M / ■ ■ 16.1 ���___1__�•``�� ■ i ,_ _ ❑ ❑ ❑ �if- ■ L ■ ■ ■ ■ GI lr. BCo r■ - 772 w w 3-� I JZ i It i B ° I ;; 7'"B 28'_S' 1 a A o 4,_,,, :_ °'a m wii 1 i / / >/ `+p ° `\I1 / ❑ ,� 'O N 'O O o A> w'15 / V3,,TA A.. naD maawu Q M C Ito i i N� Q O oU'I N aI iD� 11' III N� III </ q_�1 `n� °aal,.. ,I �1 G III O O N 11 I Q III d1 O , tEstigr co co I I _ I t - t--- t ` , w II Q I� 11 j� _ _ `\ ,I w w i \1 1\ PROPERTYLME _ .. -- _/ _ � _ FOR AE,nernrvo ro 1 0+ s r,o'asw .o.oa' . ., . \- - -, a e -_ - ---- ----- •■ -_�.-�e��-- - '° _ _ e - - �� .f _ �P"mµ fi, 000 ■ I 13_7^ 14'-10' � 7.- _V •4 ii /' i ------- \ �� , _` STAIR WAL I�I�_ II c0 ` ''--- 1 ■ . . I 48". IGH: ���I II - - �I}1 , - \ -YARD SETBACK / -- - 1 `� _-_ -- - ■� Mnx - --.I eLOPe FeoM = __ II 1 �- r --- \� `\I ' ♦P j/ OWNERSHIP . . II FIHISHEp cHAna INTERIOR , SKYLIGHT ® / ,L�-' �� � Owners: //B•0 - - d *eG 8 111 c\y B• 121 W Bleeker LLC \\\ ( --_ --_ _ --_ Ili FROM O I ° I --_ \ -_-_ /i \�\ 121 West Bleeker Street �i, r[l F F.- Paen r--- Aspen,CO 81611 PR / �� iii + �� �1iN14 N •• 4 r DWIt1 CO D�II / P ♦`� - PROPOSED 1 yy1�1r�e I 1\ �i I ♦PR RESTORATION OF _M \\ i 'ir"em .. HISTORIC ELE -100'-214" 4 0 z HISTORICAL OPEN ` EI m\\\\ O I<mi `II51` `� I NORTH ENTRY _- \� �� -- ON r.ADE _ `` 0- O i gq \ 1 GENERAL CONTRACTOR C.0 PORCH+DETAILINGAilEIM PATIO O AREA m ■«,�,,.,„a �■„M �' WINDOW IM104-BI .LEVATO, �_ Imo` =.Zs41 �0 I1r Itl --_ /C.0 Independence Construction Group --- r l T l BUMP OUT OPAQUE _ _ ^ err 1,---- 1 v 1 Midland orem ezuan zoz X/PR OPAQUE ®� ° CL 11 „ FX/PI� �e/o zrssm ---OWDER A ■ // r ( I 0 v - G c Ae. ae"k AS/s�r._- 0 w a a I �aawn.am % p 11 000 u` _ ice= / M_ , ® �I ^��� ��3 1 ♦`� n/ - BF 01 pa,dinEs v.Lr.l J W 0 r �.I l���+�i0 ASP, ® \\`\ d O ul I '1 ♦PR PROJECT DESIGNER I i - °' Dm� S SE]AB P1/VNEIPfRO ik�/�I� ____ STORAGE/ UP O IE E.0 ENTF V P•R H r d) - ----�-._I_.._I_r A o m r PANTRY E 36 x 60 ®r T---t\\-0- '- I, E\ CITY REPRESENTATIVE _-_ _-_-_-_-_�_ _-_ ILr l (I. Jf = � 30"DOUBLE II _ /J _ II _-_- _-_ ( U� 1Fritlay Design / * (OPENED) ��• -� OVENS BELOW (�, PR / PO BOX 7928 % ♦�� M-100 COATS jI TOENTUPPER AIR UP "m m+ RANGE �� DN O 'iJ CU x�� o Ti ane stz EST /('�/ �I �"_ �. II _�v/ AR1N ENTRIYI-- -' GUI M-1031ITE $''y�cc y'TAgL 0©©Ar.10 �EEV Iw 00-0"n VeIVF.I HALLWAY®CULATION v OQ©AT.tt '� �,- 1 LANDSCAPE ARCHITECT (o A [R'dRESEN ED] ( ) �__ O a < R AR� I't 1'Ij ` UP �II I0 DN2RBr r-2' r= � 1• tonne t350 aDesign OPA U -_-_ /- �-/ 2t�'s"�•I=s\. �J• OFF II ,. �_J L_� F____,____ RECI iLo I -r.® SKYLIGHT _I_-_ _ I at ■ 'pan i.log 4I KITCHEN - 1 zt O �� T. .. ntry I I M-107-A A> •0 ■ 4 ELEV-101'-5' .I.FJ __ (t.0 vmw.mnne"Zetles nmm °° PR / ♦ ♦ ♦ �. auzcHEa „L COATS/ ■ T PR / s ♦ + W ��/ ©,� �,© D�'� j ISLAND c0"REF ` HANGING ``/ rwa.ass.sasr ��•\0 ' DN - o Patio • ♦ r ��Azoe ©A].09 Ar.op �-i, I M-1o7-BI 0©© GARAGE ___ EL /lt^(v.LF.) I SURVEY ENGINEER LLL STORAGE Artt HALL /� Boundaries Unlimited lnc. b • III III r--, A COUNBELOyTER 4"FRE Q DQ ® pOWDEW �-rej InrrEaloa 3 GkewooPoaespr Springs,Co etsoo, I/ H LIVING AREA , r [ L I ��CRO 0 1 M-112 1 `T-' r �s / / ® f----" M-110 MUDROOM © 06 I� 252 I r__r r -i d 11 •• EE M-111 I Q -� F .0.F.F.Main Level to r RAVERS AT tz _' I IP Lbwo°wm 6 I I \O� 3� LEY-100'-3"(V.I.F.) DINING AREA u u � � BENCH W/ CUBBIES - G•0 r \, \_PR� I \ro..t I Op a .O.Plwd.Main Level I M-106 I tto HOOKS 1 I� ® I 1 I N I (PR / `T -- I-_-_-c _ z LEV-100,0"V.LF. II, ,II TOAGE A ABOVE Q I _ _ ti �� CIVIL ENGINEER __ READING/DEN ( ) ___ ( -T III - ® ,sGEeLER RESIDENCE © r.to jlWI ICI+ / Boundaries Unlimited Inc. H.� OD al„vA ■■ 1!H.� 923CaOp.r Avenue.Sone2e, I I, T.O.F.F.Entry \ Glenwood SOW,co etrw PR / I INSTALLED SE "tgro ELEV-101'-8'V.I.FJ Q. _OSER- GLOW6 (1 0 sloe s.szsz PR / F0 aEanACEs SIDE HEARTH A BENCH I I' I -_-_ -� PR / ♦ I �, � - �1I vvvTs,v ABovFEc ,' ��II -3 SLOOERFFiM ` STRUCTURAL ENGINEER -'---\ - 1y T.O.-.F.Exte'or Patio N ---�--- - -I ry TWO STALL James Jackson R<mea,P.E. (/J.0 ---- 1 \ CI ----� C-2 FiEV 100'2 "V.I.G.) GARAGE 1 tiJ I 1� J.V\ Sirudur:D":9nConsunant,LLC `F�X/PR/ -I- --- - I mnaa�� BUILT IN M-113 k<.,/ C (X/PFt/ 3po,Mean,ako�.e.,, I FF Gknwaotl SPirgs,CO Bteet 1 SKI/BCOT I I I F I T I I I CLOSET 94, I , rM EP EN W.00m 1 1 K.0 - A7.12 K0 I ♦P� i I I I - ON DATn J I 7 t Pam/ MEP ENGINEER 121 WEST SLEEKER �ER AREA 1 N Eel Omble+BleWna / I BnElneedn9lnc. IS I z SLOP F ' I M-104'I ,' I ..r tree'ewa..suae,oz reirt Avon,CO 81620 17 i C Io _ r� ° 0 I aS�oJ I 11�I gm r jam: - I,II i www.r p e 5w 0O ( M`t' li �2�� -$� �$___________________________-__ _ ' OH J,T.O.F.F.Co. Garege X\ IIIy., I I =_______ - �_�®I_ A T.O.Plwd.Garage k\�' I tA31 CO 11 ji....._ /'/I I • I Y ELEV-101'-0"(V..F.) • L.1 \ -I IIIi11R L.1 11 \`� II \ I II I \\\ %/'I ♦ 26"LIGHT LL --111■ ■1�%a13�11[1�9yy11■1■., TEA 1 11 \\\� II I I '1\I%i I \\\�\ 12'CABSLSE'AIL NGI -111■ \ \ ■RlippC1rl�3.r�.irn� ,- -r---- I \�� 1�/ ABOVE_i TOTAL -111■ Mlil. l� F \1 I (M.� -�//' I , „ �oO__ _ �� _ __ _\ � I- 1 ��:.s� ,_• _ �- I \ '` (M� 1 -- -- \, r\rrr -{I -- - -�- _-- I I O II y PATIO F.F. G L_ - ':6�i / - swesTs ',PR \\\\ NO i±__\\4 " t V S `T O i SJn \I\\ �� _� i i _,/ YARo sETBncK I/, 1 C Pam/ SEAL II 1 = = n ,\ II \���\ /i' 1\\ 0 ) = 0 i. l,� i� ao n %/11 11 I ', i I I�IaD ISSUANCE DATE 11 0il it I I a ' o I\�I II oo I L-�- m - -1/ - -- PROPERTY LINE - _-_ NS 14'50'49'\t \100.00' - ;__ �_-_ _ _-_-_-� "‘(9\ 27'-118" / I I 25' 23' I rl 0 r 8 I I 75'_115" I I G. ida- i E. � 8 8 at 01 COA PERMIT 2024 / J J J J J J J J �° 1 ( ( ( 1 1 1 ( ( (� ` SCALE i 1 PROPOSED MA k EVEL FLOOR PLAN 1.� 2.1 3.1 4.� 5.1 6.1 7.� 8.1 9.0\ A 11. 12� X/PF1 EX / PR / PR / EX/PR PR / PR / PR / PR / PR / PR / PROJECT#121-SLEEKER AlpSCALE:1/4"=1'-0" Fc ♦ ♦ Fc `�la `/ `/ •`/ �� �J ✓ •`/ ✓ `/ ✓ �� J DRAWING TITLE: SS221.IM Am PROPOSED PLAN NOTES PARTITION TYPES SAFETY GLAZING SYMBOLS LEGEND in PARTITIONS &WALLS: . CEILING OBJECTS: LEGEND: MAIN LEVER L gl DIMENSIONS: ALL WORK MUST BE CHALKED AND PARTITIONS:SEE SHEET A-80.01 ALL GLASS SHALL BE *SEE G-002.00 FOR ADDITIONAL NEW WALL AND DO NOT SCALE DRAWINGS. LAID OUT BY THE GC PRIOR TO TEMPERED/SAFETY GLASS UNLESS EXISTING WALL CONSTRUCTION.ALL -ALL NEW PARTITIONS SHALL BE TYPE OTHERWISE NOTED SYMBOLS AND DOOR TO I I NEW DOOR I I NEW WINDOW COMBINATION SMOKE 1, TRUE DRAWING NO: SCOPE ENTAILS THE PARTIAL DEMOLITION REMAIN CARBON MONOXIDE NORTH DISCREPANCIES MUST BE A41 UNLESS OTHERWISE NOTED. MILLWORK: rn AND PRESERVATION OF AN EXISTING RECTIFIED BY THE GC AND HATCH PATTERN O WINDOW TAG PARTITION DETECTOR 14.7° 0 HISTORIC HOUSE,AND CONSTRUCTION OF A ARCHITECT PRIOR TO -ALL FURRING SHALL BE MIN.3Y"+ EMERGENCY ESCAPE REPRESENTS HATCH TAG , NEW BASEMENT AND ADDITION DESIGNATES 1 HOUR RATED 0 2•-° 4•-D B•-D A-20.05 CONSTRUCTION. FINISH UNLESS OTHERWISE MILLWORK/STONE O ■ ■ SHAFT/WALL EXHAUST r LAYOUT OF THE DESIGN RELIES ON CONTENT LOCATION: DIMENSIONED. ALL EMERGENCY ESCAPE EGRESS WORK SCOPE AS APPLIANCE TAG EXIST WALL ht ALIGNMENTS AND HOLD DIMENSIONS AS WINDOWS SHALL HAVE SILLS 40"A.F.F. NEW DOOR AND FRAME _ 1.191 ELEVATIONS:SHEET A-30.01 ALL NEW DOORS SHALL WELL AS POSSIBLE ADJUSTMENTS DUE TO UNLESS OTHERWISE NOTED(SEE t 2 HOUR RATED SCALE: 1/4 = '-0" ® FIELD CONDITIONS AND TRADE BUILDING SECTION:SHEET A-31.01 ELEVATION AND SECTION DWGS). A DOOR TAG BE SCW WOOD FRAMES, THICK U / _I I M I I_ SHAFT/WALL COORDINATION. PARTITIONS:SHEETA-80.01 COA-BP::JAN 2025 EAST SIDE,YARDALLEY- PUBLIC R (' 1 (2.1 (3.� (4.� (5.� (6.� (�.1 a.o (s.o 1 -A 11• �2�`�s, HPC NOTE: Eu FX/PF2 Ems/ PR / PR / FAX/✓PFt ,PR / ,PR / / ,PR PR / PR / ,PR / CPRIOR TO OMMENCEMENT re M // ■ I -� � - II FOR ANY 8 ALL W J C� �L ■ ■ _� I ■ ■ ■ ■ ■ ■IIT ■ ■ O ■ ` I HISTORICAL NFIEL Ca- - 1 • I ❑ 1 - ' II PERFORMED IN FIELD oD L • t i. 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OO - 1 ( T \PR ] S dF co oAo SUITE STAIR DI,1 14.�7-a/4•=v'-I•r Q3.,, ;® l O. O ;; M ,,m I / dEacciG coNdwni N 13 @Ili Ilcnain 3s v.i II 0 i6 ° �� ,b eE VEm-IEo U-200 _ R tY i/ ` `�_/ , OSE VERI MEW v PR.ENTRY HALL / IIw d Ili _ PROJECT DESIGNER I / E.0 - - i U-207I � �J S- 11 (E.1 CITY REPRESENTATIVE ' _-_ _-_-_ ___ - _-_ • Rt0 \ � \ OFFICE aid � --_ / 1FBtlOay Design l ii i • .� ■ GUEST PR. °�, Oh ® DN '0 q ?� ea i -�� S+GJ bII/1 E'=2V I/2" i SUITE �, Q Oh v ` omap 812 ' rc STORAGE ./ 1 9s \1 i r U-203®I I 1 A7.13 �� �© a 6 ! CO,© T ]O. .ae581 z J _ ---- \w/ F--- I lip m A7 0 0 ©A7.n - 121 STAIR/ELEV©R.16 F ,,ry/'^ 1 pen.co CA y P 4®Il"Ic ndin J'i. �,�ly • cii .19 �iA j o`/ GUEST 1 A7.14 - PRIMARY HALLWAY I LANDSCAPE ARCHITECT 4 a $- '® PRIMARY ABLVF� - PRIMARY '® t '® Mk i Connect I Design O _ -_-_ _- o anit 307 �� SUITE LIMP,/ I00M N. Q - U-206 Q 'tl - - 21 0 . 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T -- - - - - j IU-202I PPerl sl Q ® :nE,ioNoaopEl T.O.F.F.Upper Lev liili -- _-- - pe.sulre zol (I".1•0 Y I' Ii ' T.O.F.F.0 Level 0© `-- ena spRRouuo 9z3 cooper Avon r r, "Y`ELEV-112'-1"IV.I.F.) ©A].15 pR / r 1� 'r ELEV-112,3/4"(V.I.F.) w 1 PR / Glenwood Springs.co e+fiw [`� I _ I I _i� T.b�Plwd.UPP�rr Level \ �N h T.O.Plwd.U Level i,6 ---- --- - ``/ e.e05.5262 _ I-i-------7-- ELEV's 111'-10+ .I.F. J� Upper I1 _ www.nu;nc.wm \ _ '1 (V ) r4,„. .15 � � N-2 Y ELEV-111'-9 3/4"(V.I.F.) 0©Q 1 C �Q PR / I 1 PR / `�� 01 `_- I / i l� ___ \`hie �I �� STRUCTURAL ENGINEER (J.0 I r„ G -_--_-- - 1 �' O I J.0 James Jackson Romeo,P.E. � el -I t' -____ Jr- - 'aer I ' I i-I ( Structural Design Consultant,1-1-C---ill € � w I - __- �lllc7 -I I ' rLix EwT�9yp0x�sEsp'� EX/PR�� Glenwood Springs,CO 01091 ol I rArvsislFstapeenryHl s ctuml.wm 1 pp, I I- ,_J I I 1 121 WEST SLEEKER 1 z+u `P% MEP ENGINEER e Engineering Inc. i I T I Spacek Timble•Blevins rIJ IP I II %/ I ver Creek SIVE..Sulre tel Avon,CO 81620 j7 1 T`O /// /� 'O I I %' 1 w.rwS 9 e 9 m O I j N J I I I I I 000 , ^A �; _ - _ E 1 2 \ �� I ry^� 1 1 __-________________--------_______--__-_ ARCH.srN 1 T.O.F.F.Primary Deck I M i Iry _ ,--� 1'ELEV-111'-11 1/2'(V.I.F.) a \\ cD ��\ J� 9.DW9.o^••yry Jes6Ca•^@e I _4 YT Il I ] - ELEV-111'-51/4"V.I.F. (\T\ `� (PR" _-_ I _ _-_-_ �-_- _ Ziff' _-_ 1 _-_-\�1\-I _-_-_ \ ROOF DECK-PRIMARY _I (L.`� Emir 'Will, PR / T `a ;% � 11111111 1x311R�lAlI ID-2,a1 IIIIIIII , , 1111 0E11I1 ,1 / I 1 N i1' I 1111111I `•�1 F Ir1lFi111 I I 1\ 11 �O0 I 1' - CDs AaH (M.1 l 11 - -- - - - -- _- -- -- -- - -- -- -- -- - -- -- - _ YARD SETBACK - - - `/ SEAL �11 1'11' \ T f '(cy � 9� // [ YARDS SIDE J -ly tit `✓ ( �. G E '" O I 1 ____IT _ ______ I I I I I N T - +--���-i I /1� 1 O -- 7"�.i� ll r.� ii O II'/ O n O II> L I<1aD II ` OC ii n II \ O ;i �� O n� II `i /41 N "I�\\ I // I 1 y O I ;; \\ I In a 0 0O I I I . m ISSUANCE DATE oKK L 1I d \ a �_-_-\v� _ _-_ _-_ -_ _-_�c�_-_\ -_ `IML __cy__-\ �'� ' - I -_2_,_�¢__-_ I___-_-_ PROPERTY LINE _-_-_ N }I , gas 49'E 1000cr; 12' 13' 18 F- -T______- ;,,, 4 15.. 5„ I '1 '-tlb �. 2T-11S 25' 23' o c m j• 8 / I `` 75'-118- I / 5• „ 1 '' 1 1 1 I 6) Q 01 COA PERMIT 2024 J J J J J J J J J J J °° � r'� PROPOSED UPP - LEVEL FLOOR PLAN (1.0\ (2.0\ (3.� (4.1 (5.� (6.� (7.� (8.� (9.° 10. 11. 12� 1 0= SCALE ��+ PROJECT#121-SLEEKER zo.o SCALE:va°=r-o" EX/PR EX / PR / PR , PC/PR, PR / PR / PR / PR / \PR / PR / DRAWING TITLE: 1 PROPOSED PLAN NOTES PARTITION TYPES SAFETY GLAZING SYMBOLS LEGEND I PARTITIONS &WALLS: i AM CEILING OBJECTS: LEGEND: u LOOR PER LEVEL gi DIMENSIONS: ALL WORK MUST BE CHALKED AND PARTITIONS:SEE SHEET A-80.01 ALL GLASS SHALL BE *SEE G-002.00 FOR ADDITIONAL NEW WALL AND 'j DO NOT SCALE DRAWINGS. LAID OUT BY THE GC PRIOR TO TEMPERED/SAFETY GLASS UNLESS EXISTING WALL CONSTRUCTION.ALL -ALL NEW PARTITIONS SHALL BE TYPE OTHERWISE NOTED SYMBOLS AND DOOR TO I I NEW DOOR NEW WINDOW COMBINATION SMOKE& TRUE DRAWING NO: SCOPE ENTAILS THE PARTIAL DEMOLITION REMAIN CARBON MONOXIDE NORTH DISCREPANCIES MUST BE A41 UNLESS OTHERWISE NOTED. MILLWORK: 1n AND PRESERVATION OF AN EXISTING RECTIFIED BY THE GC AND HATCH PATTERN 0 WINDOW TAG PARTITION DETECTOR 147° 0 HISTORIC HOUSE,AND CONSTRUCTION OFA ARCHITECT PRIOR TO -ALL FURRING SHALL BE MIN.3Y,"+ EMERGENCY ESCAPE REPRESENT$ HATCH TAG A-20.06 y NEW BASEMENT AND ADDITION DESIGNATES 1 HOUR RATED 0 2-0" 4-0" 8-0" CONSTRUCTION. FINISH UNLESS OTHERWISE MILLWORK/STONE O E I M I M I N SHAFT/WALL Z EXHAUST r LAYOUT OF THE DESIGN RELIES ON CONTENT LOCATION: DIMENSIONED. ALL EMERGENCY ESCAPE EGRESS WORK SCOPE AS APPLIANCE TAG EXIST WALL IY NEW DOOR AND FRAME: 61.61 ALIGNMENTS AND HOLD DIMENSIONS AS WINDOWS SHALL HAVE SILLS 40"A.F.F. _ ELEVATIONS:SHEET A-30.01 ALL NEW DOORS SHALL WELL AS POSSIBLE ADJUSTMENTS DUE TO UNLESS OTHERWISE NOTED(SEE , BE SCW THICK 2 HOUR RATED SCALE: 1/4 - -0 ® FIELD CONDITIONS AND TRADE BUILDING SECTION:SHEET A-31.01 ELEVATION AND SECTION DWGS). " DOOR TAG WOOD FRAMES,SON./ �I I_ SHAFT/WALL COORDINATION. PARTITIONS:SHEET A-80.01 COA-BP::JAN 2025 • I/1.0\ (/2.� 3.0) (/4.0\ (/5.0) 6.0) (/7.0) 8.0 ' !' !J. - (11 A (/12�`5') HPC NOTE: J EAST SIDE YARD ALLEY - PUBLIC ROW €X/PR EX / �P�IIR I P�II R/_ €X�II/PPR' �PR PR / •' PTR// PR / ' COMM N ■ -- • ■ _-� ■ I • • rCOMMENCEMENT• ' ■ ■ ■ FOR ANV BALL WLIJ 1 ■�, `\ \\ I PERIMETER OIROIMANALL FRAMING v lOR PM..U01376514.1_RE Z a'la �\ `+ @ oI A o 1 •� 1 °+•-J lo,_$„ n.orwm E m W a e II \,1, I O N , e.Ho�maf.. ° . °°°III _ ° ! ° _ � , r�1, II1-8,W* ion 11 N.� (] II < �� O0 16'-11 II O aa �I II 18' W CO e1 1a•so.a,..w loo.00' _ - PROPERTY - �i ■ �- M _______________________! jr� i � - - .�.m.� rea�.��„ao L d �- - - e - e��__ >c e a e -- J t f. . 4111 ,,:,..,5 ,/'>' 1 , u _± r _ • r ,6,_ sy.://,'/K I 12' __ _ , 13' /t--4-11_=-:711M1.--i.t iliird__ _.:::_ ., la)1.\,, /,,, - r PR I 1 I f 11 I PR i OWNERSHIP PROPOSED :in IN I 1 �� \�� ■ ■■ 71413 I .. ; ■Ni V ,'i`=- - !-J ` Owners: N - : 45DEGR�'�1ROOF N�N 121 WBleeker LLC _ i�iilw „ • •:.. : ,22 EXG:PTIQN2 ip ° I\ B.0 ro '-�"� = w B tr\ 121 West Bleeker Street CONDITIONS ORIGINAL FLAT ReOF WITH • • v 1=m-+y-,..,y..�yy,rly■4N N� 7 i} ---- As en,C081611 \ �/ - • \, i _ -1 m i� `pu,l l\ 4 O lob ME= I� �i `�/FIRE RATED A'.S aM6LV . m ■■m 1- 1 I11 �■ '¢u\\x Oa am,j.° iIi'd\_ „ • • m a SHALLOW ROOFNI■� -- j I S N�lup� O- I °Y�� W '� \\ _ GENERAL CONTRACTOR eNECES FLASH m NI r 1205.2.1 IM a 1 PI DIY `��y� u z N I¢G1 /'� Intlepantlence DonstrucOon GmuP C.0 -_ _ """""""" """"""""ram`d11�111111AA0111.�,;I IIII ,III�I�IlI�I�AI II a mi aEXCEPTION2 a °�p II -_ /1 .� Nlel an..n oz X/PR --o Y -=-o �'M••• 1.1•11,1111111.111'II111�1111.1119111i111;1%1 LY Im■ __ � � m � �- 0�1- 1 ee]0.2]9Stm e182, ■ I� " "1":!11::.r,liCir-.ileIICA1-> ■i■i■G�11 ASSE _ m _ 8 d �'I ;xi- �l1IPA�Y1 lA�:�111�lilAll1A111A11€IIAIAY'111AlIYAG1IAtllii111��• N71- II N�o l� orp a_ iL €1e .I�=.wn.�m�D•l1\ I • LYIIIAL11/11IILI.IIII■n d11111111111 IIIIIIIIILIIIIIi11 i I + Kn SECM 0 00 "` (I''•`J1 PR / i �111A11111 111111111��`d11I1I111i111111111 1111111111A1� o xn�_ NNEo I `I\ 0- O 1 - - -I PR / _ _ '11 1 1 I I I I I�� 1111 I I I 1 IAA 11111 VENT PIPE .�' NN�Ifff-,n■.iyr.�...v ■ N�■■ ° FIAT'<•I'-{OI V�`� " �.-- " """"�I N11` 1111 1 11 11 1 1 13,LI II N11 1■1 = N�u d I1 i___T `/ PROJECT DESIGNERYY_ YYY-- --'Y 1111 i IIIIIY "- 1 11 1 1 011 11 11 11 g PR 'I N - r ADIEIM.val01ENNI .= N�N Niw-==e R.-'IdAGE 1AA1 1111YYYY 111111 0.�' 111 A11 1■1 i�..��....-....r.�.raN N�u O, iMATT,`a1 :ALLLLdddS;raCITY REPRESENTATIVE E,0 I Ilrl1.1 11111''''>`.11 11A.1 '11 1A,11 ,� ���...- �N N�N ;:T,. ::',. 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"I■ , soPnaarl<a unmm�<a me. II 1 -'N 1 1 m NI■� �1■ 923ce P.rA.nee smre2m'14111�1'1 AAllll- -AAA m NI■� MI■ Gknwooe44nen.081. e011 1 Illll 1 -aA Im- � � -i: I' ; s2 . . n. m I 1 1 1 1 1 -' s'ew<w111111 '- ! 111 ' 111111111111-. �� S�T11 1���--AS S���S�I ASS."':7y.--� IN. ■� :i: III I, lL3_ 1 1 1 1 Ir" ��������F,R i 1 1 ®®.Y-- ��"v o- = m �.� II■ ) G.0'A'I�IIIIIII " "" """" IIIIII 1'1'11-%NYYYYYIIIIIFYI �. Im. ��� :i: „ �PR ' IAA 1 A ""1 1 1 1 """"""- " "" - m NI■� m MI■ ' �� CIVIL ENGINEER 11A11IIl1 �� Illll 1111- " You M" s m "I isoPnaarl<aunnmu<ama. • 1 IIl1AIIl1€AI111111 IP. ?�Illlll IIII1■�--.Z��?�����.:e����S" ROOF UM � lilli (1-1.-1.-1) 923oe P rA.nee.s re o, _ III I!1 1 PI 11 1 1 1 1 . ��"""■I I I Iu_ 1 1 1 I"""""""""""r.""""""""■ TANDARD STON 1� ' Gknwooe 5pi,gs,Co 0,e0, ii iIA11111111l111111 Illlll`. -��Illlllll I11111111.-'.����i�..-■a- . ' - OPPINGPROPO• i-' Mu , i I •PR 0.905.5252 II�I�I�A�II�I�I�I�II !,Iplplpy. =�I�I�I�Ii 11�I�1�1� ""_ III j �0 •• Y= ww.'.bwnc.wm IIII�IIIIIII IIIIIL "IIIII IIIII - I • 1 II 1111f1191_Id■11111111 N1::I.Iil1`. Alin i III IIP11119.���= �P: .I: : III , I.0 I11111P19111 1111111 111.1 11.11 - -= - --N m �1■ pill 111A1111- 4111111 1111118.111111P. 11iBA■eIl 1�1■•1311 Yo vYY"-. N "I■ , ~ PR / I 1!1 l!-1!!!1 1 I 1!!'!!!!I�@ 1 I'1 1 1 1'1 1 1 N�ef!�ii "I■ �/ STRUCTURAL ENGINEER 11 11 A 11 1 1 1 11 1111 I I I I I.�_.■■_ ■yYiIIB_� �ijl M :i: 1 h�1�I 1'I�1'I�I�I�i�1'1 IIIII�I�I�I�I�I�I'e 4 - - G '_ :I: ; I'l J 1 9n ____ I. -. -.-. cuii[n.ex� sex ' . 11 ' 1 �`� Structural Romeo,P.E. Design aGonsu■ant,LLC mim ASPHALT SHINGLE(DA VINCI OR I ' I Gknwnoe SPirge,Co 0,80, EOUIVALENT)ROOFING PROPOSED 11rI! FIII.U11.11uhh1 _ a2 ------ --- ---T- - JI ---I CLAS9'A FlRE RA4"ED ASSEfvTBL� 1°- li■■■■■-■■■I�T ■/ �PR / MEP ENGINEER IS i 121 WEST SLEEKER uI.u'. iI...... ::Etlgl ever Creek Blve..Suite,02 ROOF DECK- ASTERI T. ( ° .[.1[]---Ell j'Ij T �� Iii ,a; m P < e� W2LJLOCKB8 , IIIII. ` PR 1 --- - 1`-- - - 111111111 111111111 IWING"ER llll,ll, llll, �_� „ B.�Dllr■. , nnlnnl nnn111 I I I�;' I ■■■■■■■ Imi111111 111111111 '■■ 1■E11 ���/ Al - -- -- - - -- -- SC -- -- - -- -- -- -- - - - - -- YARD SETBACK - I �� SEAL T _ 1 a -- 1 i11 _�11 Irr - 1UY���//���) -_ .I'll I Sl , `' 5'WEST SIDE i x------------- II \\ _ -$---------------_-1I/ W III ' _ --' Y \SJ _ / \, 11 O r1 ,' I a s �� _ II ii ull D- -'�.Il lI W , UJ `�\\ I n C1 ------ ------- u 11 �� O O /, I I 11 I OCL h. II N ,I i, 6° IDS. I '" ISSUANCE DATE iL iR �-a-_'-� 2^�$_';`_- -- aROPERTY uNE 5 1/50.49'E 100.00 \ ,- \ -_-_-_ 12\ , , 3„ / ^` N _ YY 10.81 .I1, = I '/ :1 - 27'-11 25 23' Oj rIc4 ri•• 01 I ` I I I I 75-11 8 Q 1 1 1 1 1 0\ 1 1 1 ( / . ` O SCALE PROPOSED ROOF PL' k' :: 121 WEST BLEEKER 1.0 2.0\ 3.1 4.1 5.0 6.� 7.� 8.1 9.1 10. 11� 12. PROJECT#121-BLEEKER 1 1/ SCALE:114=r-o X/PF� EX / PR / PR / EX/PR PR / PR / PR / PR / PR ' PR / ' / ` ' `.' ``/ `✓ `/ `✓ ``/ ``/ ✓ `/ ``/ `J DRAWING TITLE: • PROPOSED ROOF PLAN NOTES ROOF DRAINAGE LEGEND: MIMIE ROOF PLAN: ROOFING SLOPES: 5.WATER SHALL NOT BE ALLOWED TO PUDDLE OR 8.GUTTERS SHALL SLOPE A MIN OF 1/8"TOWARD 12.ROOF DRAINAGE TO BE CONNECTED TO AN 14.ALL VENT AND ROOF STACKS TO HAVE RAIN (FLAT ROOF CONDITIONS(WHERE APPLICABLE): STRAINERS SHALL BE PROVIDED.STRAINERS 2. 1.FOR ROOFING MATERIALS AND NOTES SEE POOL ON ANY PART OF THE ROOF.NO OBSTACLE DOWNSPOUTS. 1 T7.O VENTILATEDIC VENTILATIONA SHALL HAVEE A MI.VAPORO 1 OF THE AREA APPROVED R CITY TO EEE DEVICE.ALL RAINWATER PROTECTION CAPS. IN SIO SHALL A EDIRETARDER PERER SHALL NOT EXTEND LESS THAN 4"ABOVELYTHE DRAWING NO: � 'MATERIAL NOTES ON A-30 SERIES ELEVATION SHALL IMPEDE THE FLOW OF WATER TO TO BE DIRECTED TO STREET OR APPROVED OUTLET. ALL ROOFS SHALL BE PROVIDED WITH ROOF DRAINS SURFACE OF THE ROOF IMMEDIATELY TRUE HAVING A TRANSMISSION RATE NOT EXCEEDING 1 PERM SHEETS. DESIGNATED DRAIN. 9.SEE ROOF PLAN AND ELEVATIONS FOR 15.PROVIDE WATERPROOFING,FLASHING AND AND OVERFLOW DRAINS.DRAINS SHALL BE ADJACENT TO THE DRAIN. NORTH Z . DOWNSPOUT LOCATIONS. INSTALLED ON THE WARM SIDE OF THE INSULATION. ATTIC VENTILATION AND ROOF VENTS: COUNTER FLASHING AT ALL ROOF PENETRATIONS. CONNECTED TO 4"LEADERS(GALVANIZED STEEL). 14.7° Lu 2.ROOF SLOPES ARE SHOWN DIRECTLY ON ROOF 6.CRICKETS SHALL BE CONSTRUCTED WITH 3/4°CDX ALL SEAMS AND JOINTS SHALL BE CAULKED AND 18.VENTILATION IS NOT REQUIRED IN AREAS WHERE ROOF 0 2'-0" 4'-0.. 8-D A-20.07 PLAN. PLYWOOD AND SHALL BE PROTECTED AND FLASHED 10.PROVIDE DOME WIRE BASKET AT EACH 13.VENTS AT FLAT ROOFS AND ROOF STACKS SHALL SEALED. SECONDARY OVERFLOW PIPING SHALL BE1( i) - I WITH METAL CRICKET SADDLES WITH LOCKED AND DOWNSPOUT/DRAIN LOCATION. INSULATION IS INSTALLED BETWEEN RAFTERS WITH NO AIR REQUIREABYTHE ROOF MINIMUMBE ATED IN SPACE BETWEEN INSULATION AND ROOF SHEATHING. INDEPENDENTIN OF PRIMARY CONSIPCANDSHALL 3.ALL FLAT ROOFS AND BALCONIES SHALL SLOPE A SOLDERED JOINTS. REQUIRED BY THE CODE AND SHALL BE LOCATED IN 16.COLOR OF EXPOSED ROOF VENTS AND STACKS DISCHARGE IN A VISIBLE,CONSPICUOUS LOCATION, E MINIMUM OF 2%TOWARD DRAINS. GUTTERS,DOWNSPOUTS AND ROOF DRAINS: 11.CONTRACTOR SHALL TEST ALL CONCEALED AREAS NOT VISIBLE FOR THE STREET.EXACT SHALL MATCH THE COLOR OF THE ROOF TILES OR 19.VENTS SHALL BE CONSTRUCTED WITH 24 GA PAINTED ABOVE GRADE.OVERFLOW DRAIN SHALL EXTEND 2° SCALE: 1/4" - V -Q DOWNSPOUTS FOR LEAKAGE PRIOR TO CLOSE IN. LOCATIONS TO BE COORDINATED WITH THE FINISHED ROOF MATERIAL. METAL.LOUVERS AND 1/4x1/4x WIRE CLOTH SHALL CONFORM ABOVE THE ROOF. ® 4.PROVIDE 3/4°PLYWOOD SHEATHING OVER 2x 7.GUTTERS SHALL BE CONSTRUCTED 24 GA CONTRACTOR SHALL PROVIDE A 10 YEAR ARCHITECT PRIOR TO INSTALLATION. TO SMACNA GUIDE LINES.LOUVERS SHALL BE CONSTRUCTED STRIPPING A 16.O.C.TO PROVIDE SLOPE TO DRAINS PAINTED STEEL WITH 5/8"EXPANSION JOINTS WARRANTY AGAINST LEAKAGE. 4°SIZING OF PIPES(AT A 1/8"/FT ROOF SLOPE)WILL AT FLAT ROOF CONDITIONS. EVERY 30 FT(MAX) TO DEFLECT DRIVEN RAIN. PROVIDE DRAINAGE FOR 2,900 SF OF ROOF AREA. COA-BP::JAN 2025 a�. 1.0 2.0 3.0 - (4.0) 00 5.0 6.0 7.0 8.0 /D % 11. ' h ' \\ Im R m O CL I N ' ' 1/ 1 \ oc � o O ta_� ' G "e 10 11CO air, a1 N 1 W v 1 N c1 nf` '° J ~ 65 x I I N O 10 �i 'sr' 11 co Q 11I ( `1 `D` �' ° ,1 O - `o N I OI li I T _`r____� ` LU u A In Milk- /I • S 1-e049"W 4.0.00' O 7 \ . ' - 1 - -ll-_ _,..-__ PROPER CLME 1 - ■ _r_...� S - •_ - - C - - ! --�J ki _ ____fi'l re Tv ...,_ @, ■ -• 1I ` '' � -// I= ■ e FYI+\ I,_ --- N Z - 0 __,,- i _,,,, , , , 1,,,„„ . , \\ _ '/Q I \�\ �.� Q ���\ �L``�` 5'EAST SIDE I h., \ -� \ I W 1 i' a W ._12 in, YARD SETBACK -- -- -- - -- -- -- - - -\ -a-1- oi,,, ,, -- - -- -- - (A•0 -- -__L- = I , = 1 (A.0 `� G I - 11 G \ \\ �T_ _\` ✓ OWNERSHIP ■ ` \\ v I v I / ty/---TI+ ` 1I Owners: 1,221 W Bleeker LLC \ (B.0 _ II t I_�_ 1 __ J�Ili I _-_-_ (BR Aspen,C0187611 Street ■ \ `� 2 I $. / 8• 8� 2� �-"1 a w' O• iQ W ll�. �1. � �- .\\� a0- w /'O5 \ ,� `\ \ GENERAL CONTRACTOR C.0 --_ ---------�- - � I \�O Q -_-_ --_ (C.-X. 1 B...n. rc 1 �j\ N \^. 10 `IIndependenceConstru Construction Group : " ( MleLoomtlo8 52Una 02 y €wPR/ Ti 8702795171 BOTTOM OF MICROLAM % y \� \O wwx.ky..p.n.wm _ _-_-_-_-_�_ , ' DIAPHRAM RING 111_ _-_ _ %/(� I i .. _I 38"TO TOP OF FLOOR 1 II OO II\ �._ "'� •�' CL 11C111BEAMS �� -� - ,7� ft X -- CL NC"BEAMS d° '1 Ia= r'I ?�/ �/ PROJECT DESIGNER/ _ ______ _ 121 W Bleeker House Lifting Plan 1 a I CITY REPRESENTATIVE E.0 _ 1 II L.v _-_== II - (E� 1Fridday Design �' ■ I I Provided by Bailey House Movers a T �' 612 IF ii www.1frlday.com �, a$ _ ___z_• 1 _ 1 0895 ' o` A IS CEP 1)4'X 4'CRIB FOR SETTING BEAMS. _"> ' ■ H PROPOSED LOCATIONS-FOUR TOTAL T�970. )1, . w �- ----r- I I ,,-�-I"` p LANDSCAPE ARCHITECT 4 a ' 1 1 I i Connect lDxi9n STEP 2)15"X 15'BASE SITTING BEAMS '� •I ._�{'' / I B SPANNING TO REST DIRECTLY ON 4'X4'CRIB V t 350 Market Street:Una 307 21 ° 1 1 - LOCATES 1 • I = I I 1 I II (F.1 mw.nnn.aan.a..9n.nm l o ---- - I 1n US - ----- - ` o PR / , 110.1.. __ _ ---- _ _ - 1-_ _ - ' ---�--- f.'L HOUSE �1 (STEP 3110"X it'MAIN BEAMS SET ON TOP OF F�7 T PR / T.970555.5457 a `�� I-ra' ' I 1 r 15"X15"BASE SITTING BEAMS A 71 ``J I D (STEP 4)10"X11'MAIN BEAMS SET ON TOP OF I`° SURVEY ENGINEER 1'I \\\\\ I ' 15"X15"BASE SITTING BEAMS 1/ Boundaries Unlimited Inc. r MICROLAM METHOD TO LIFT AND RAISE THE 1 I^ 0945e.5252 - od Springs,CO 81601 1 I HOME IS ANTICIPATED AT THIS TIME BV I 'o Tw•w+r.bWna.wm \I - ' I 1 a I o. BAILEY HOUSE MOVERS 1 1 I (G.1 `✓ ll I I P� CIVIL ENGINEER *--1----- -_ 1 ' I 1\ Li ----- i Boundaries Unlimited FI.1 I I u 1 1,C"iBE C _ 9Memo.Springs.CO M., 25 CooperA ann..Soda p, �- � /� :-� f �� �- CL NC11 BEAMS (I.0 ------- BO OM OF MICRO AM - DIAPHRAMRING ryr \1 T1-- -�- •PR/ , I 1) B 36"TO TOP OF FLOOR u I I, I ----- PR / ' `\/ -� -� \�-------- $ _ $'1 T $ r 2 MICROLAM METHOD DIAGRAM ..STUDS PREDRILLED TO FWRLAGS PER STUD 7'S4 '1I1 P--T4-- i� �� STRUCTURALSIIg ENGINEER (J.V \ T FOR THE HOUSE LIFT LAG BOLTS&8' I -' (�\ R ea,P.E. 417 1 R i I V Strud I D 19 ConsulbnR LLC EX/PR/ I - \ 1 €✓ Root I1 I I 1 /) '1 1 mm mm 1 'K.0 - - - - 4 - -�- `1---- ---- ----7 -_ --- -L-- K.0 ' _T II L I , I 1 - , / MEP ENGINEER I L ' -- --- 4_--_- I --- II I �� SE000B Timble•el<Wn< ---- I. Nr r I 9T En Be::r'Ore.I6N4.6u11.,92 ,O I Avon,.81620 I CO• I I C/� I I� III \1 X11'60'(211BEAM �/ w..w s, P e 5w .STUDS L)// 60 LBSI FT I.O o 1 Q / .e"xe•sa(4)!BEAMS 1 ,' I m W 30 LBSI FT o ,.I__ ____ o ' 121 WEST BLEEKER ' 1 1 -- I _ 1 ---- I . I -- E 112 LOT C,LOT D& I �, -- > 1 1 PR - - -,`- - -" - �- - �\`\-- _ r �1 W 2 LOT E-BLOCK 58 - T ♦� - - ~ I- PR ;;T �'g " ;% � I 1 'I I ' /1 I II,(i/ 1 I 1 \ 7 1 I �:\ 11 N {t' I \\\�\ L 1 J - n AA �PR / II \` it-- ---- II _ - I *= cLL _ 1 r. swI (PR SEAL �� I ., �tl I f Iry iii a1 :Q\l1\1 �'I - i, DI `i�I I_ 1 , \ /,� I I }I II , I - cci /+I-W_--I - I --c-- L� --- I ISSUANCE DATE xx ' p h. II N rl to : \I1 PROPERTY LINE „r r l; ' I ' tII o I ��7 Y� zed I ____ Q i// I I I I I I p CO. - I m m I I I I I I I 1 6 I• ... 1 I I , G / <e Q Si COA PERMIT 2024 ? I ( ( ( ( ( ( ( ( ( ( SCALE 1 PROPOSED HOUSE LIFT P 1 :: 121 WEST BLEEKER 1.� 2.0 3.0 4.0 5.� 6.0 7.� 8.0 9.0 10. 11. 12.E ' ' SCALE:1/4"=1,0" EX/PR/ EX / PR I PR / €X/PRI PR I PR / PR I PR / PR / PR / - / PROJECT#121-BLEEKER `/ `�/ ``/ `._/ `/ `../ ``/ `../ `�/ `../ ` DRAWING TITLE: „_°°,,N, PROPOSED HOUSE LIFTING: ROOF PLAN NOTES lEr ROOF DRAINAGE LEGEND: DIAGRAM PER BAILEY HOUSE o ROOFING SLOPES: 5.WATER SHALL NOT BE ALLOWED TO PUDDLE OR 8.GUTTERS SHALL SLOPE A MIN OF 1/8"TOWARD MOVERS 12.ROOF DRAINAGE TO BE CONNECTED TO AN 14.ALL VENT AND ROOF STACKS TO HAVE RAIN (FLAT ROOF CONDITIONS(WHERE APPLICABLE): STRAINERS SHALL BE PROVIDED.STRAINERS 2 1.FOR ROOFING MATERIALS AND NOTES SEE POOL ON ANY PART OF THE ROOF.NO OBSTACLE DOWNSPOUTS. 1 T7.O VENTILATEDIC VENTILATIONA SHALL HAVEE A MI.VAPORO 1 OF THE AREA APPROVED R CITY TO EEE DEVICE.ALL RAINWATER PROTECTION CAPS. IN SIO SHALL A EDIRETARDER PERER SHALL NOT EXTEND LESS THAN 4"ABOVELYTHE DRAWING NO: � 'MATERIAL NOTES ON A-30 SERIES ELEVATION SHALL IMPEDE THE FLOW OF WATER TO TO BE DIRECTED TO STREET OR APPROVED OUTLET. ALL ROOFS SHALL BE PROVIDED WITH ROOF DRAINS SURFACE OF THE ROOF IMMEDIATELY TRUE HAVING A TRANSMISSION RATE NOT EXCEEDING 1 PERM SHEETS. DESIGNATED DRAIN. 9.SEE ROOF PLAN AND ELEVATIONS FOR 15.PROVIDE WATERPROOFING,FLASHING AND AND OVERFLOW DRAINS.DRAINS SHALL BE ADJACENT TO THE DRAIN. NORTH D DOWNSPOUT LOCATIONS. INSTALLED ON THE WARM SIDE OF THE INSULATION. ATTIC VENTILATION AND ROOF VENTS: COUNTER FLASHING AT ALL ROOF PENETRATIONS. CONNECTED TO 4'LEADERS(GALVANIZED STEEL). 14.7° ID 2.ROOF SLOPES ARE SHOWN DIRECTLY ON ROOF 6.CRICKETS SHALL BE CONSTRUCTED WITH 3/4°CDX ALL SEAMS AND JOINTS SHALL BE CAULKED AND 18.VENTILATION IS NOT REQUIRED IN AREAS WHERE ROOF 0 2'_O.. 4'-0.. $-D 4-20.08 PLAN. PLYWOOD AND SHALL BE PROTECTED AND FLASHED 10.PROVIDE DOME WIRE BASKET AT EACH 13.VENTS AT FLAT ROOFS AND ROOF STACKS SHALL SEALED. SECONDARY OVERFLOW PIPING SHALL BE1( ) • !l lJ WITH METAL CRICKET SADDLES WITH LOCKED AND DOWNSPOUT/DRAIN LOCATION. INSULATION IS INSTALLED BETWEEN RAFTERS WITH NO AIR REQUIREABYTHE ROOF MINIMUMBE ATED IN SPACE BETWEEN INSULATION AND ROOF SHEATHING. INDEPENDENTIN OF PRIMARY CONSIPCANDSHALL 3.ALL FLAT ROOFS AND BALCONIES SHALL SLOPE A SOLDERED JOINTS. REQUIRED BY THE CODE AND SHALL BE LOCATED IN 16.COLOR OF EXPOSED ROOF VENTS AND STACKS DISCHARGE IN A VISIBLE,CONSPICUOUS LOCATION, LT MINIMUM OF 2%TOWARD DRAINS. GUTTERS,DOWNSPOUTS AND ROOF DRAINS: 11.CONTRACTOR SHALL TEST ALL CONCEALED AREAS NOT VISIBLE FOR THE STREET.EXACT SHALL MATCH THE COLOR OF THE ROOF TILES OR 19.VENTS SHALL BE CONSTRUCTED WITH 24 GA PAINTED ABOVE GRADE.OVERFLOW DRAIN SHALL EXTEND 2° SCALE: 1/4 = V -Q DOWNSPOUTS FOR LEAKAGE PRIOR TO CLOSE IN. LOCATIONS TO BE COORDINATED WITH THE FINISHED ROOF MATERIAL. METAL.LOUVERS AND 1/4x1/4x WIRE CLOTH SHALL CONFORM ABOVE THE ROOF. ® 4.PROVIDE 3/4°PLYWOOD SHEATHING OVER 2x 7.GUTTERS SHALL BE CONSTRUCTED 24 GA CONTRACTOR SHALL PROVIDE A 10 YEAR ARCHITECT PRIOR TO INSTALLATION. TO SMACNA GUIDE LINES.LOUVERS SHALL BE CONSTRUCTED STRIPPING AIR'O.C.TO PROVIDE SLOPE TO DRAINS PAINTED STEEL WITH 5/8"EXPANSION JOINTS WARRANTY AGAINST LEAKAGE. 4°SIZING OF PIPES(AT A 1/8"/FT ROOF SLOPE)WILL AT FLAT ROOF CONDITIONS. EVERY 30 FT(MAX) TO DEFLECT DRIVEN RAIN. PROVIDE DRAINAGE FOR 2.900 SF OF ROOF AREA. COA-BP::JAN 2025 n + sass JrG re LLI re•N.I.r' M 4.r ..� 1.1 EbE , W -I 00 .p •� I W W" b o \ ��� J \as�p9s co Q 0_ Q IV ,1 y/ iih3��r�fii4ifiii` ..•...•... i4iiiViF4rii r W J �/ \''i, .�.:iriiiiiiii:'�....•• '_` Iaz $ N /- 1'i I/� LI ,\ J_'y��•a .a1 }MO' [CEi: Efabe aom I— i'1I�'♦rala� Y ��jjj.! of�uul:.u■'� :"iiiiu'u aL�'� y. Etev N..F.j �Ir��� i" al,••� �iRINY(�iT85Ri5RiT RIND 11IR'}NRIK O e L�S� ■n■u.■unn... .• \ �.a Ia� IA �� 1. •:•:.••: • . L' ::uENCHu H •.gq, OWNERSHIP J .4.8,_. 7/ is uuuun■u::nuiuiunmu. �•� �s9.r �� ��i f \i�..nunuuuuuuununuuuun. •; �4••ie /E N 1 Owners: g" �� 01 •, / 6 /° _ \ �a��a� — • a 121 W Bleeker LLC o. _ i ❑5 I i s_ >�— } I Ky 121 West Bleeker Street %�� / ' � $ E Ev„a s,N.1 F Aspen C081611 f Fwa Qa _ era Teo) _�\� /��. I yL .'I ail—= - 1 mtlepenne�nea Construction B I — PdP&'dPl�4PdPdPdf ' a 1 �' MieLoome9 B2Unn 202 �� yrcoI _ • • 6702795171 a u-I _ wi2,aWnwm III r— IiiIIIII1i1 J 11 Ev to l!Ir ��q r r 101 5(i N�wn") I CITY REPRESENTATIVE �=r _IL_ —' r c.� .�� rJ me 1 Friday 9 6 Ign IFHISTORIC RESTORATION KEY/DEMOLITION:AREAS SHADED TO BE REMOVED 0685 812 w.°w.taaaI.c9m 1. RESTORE FRONT ENTRY(BLEEKER STREET)PORCH TO OPEN CONDITION PER HISTORICAL RECORD.RAILING AND ORNATE DETAILING,POSTS °"""""'° TO BE RESTORED/SIMPLIFIED TO ORIGINAL DETAILING CONDITIONS PER HISTORICAL IMAGING.REFER TO PROPOSED ELEVATIONS. 2. NON-HISTORIC WEST SIDE YARD PORCH&SECONDARY ENTRY/MUDROOM/TIE IN TO ENCLOSED BREEZEWAY/CONNECTOR TO BE REMOVED.WEST LANDSCAPE ARCHITECT WALL HISTORIC WINDOW OPENINGS AND DORMER TO REMAIN AND BE RESTORED PER HISTORIC CONDITIONS.ALL NON-HOSTORIC DETAILING TO BE REMOVED ACCORDINGLY. Connect 1 Design 3. NON-HISTORIC 4/12 GABLE MASSING DIRECTLY ABUTTED TO THE SOUTH ELEVATION OF THE HISTORIC VICTORIAN TO BE REMOVED IN ITS ENTIRETY. PER HISTORICAL IMAGERY AND EXISTING IMAGING-DESIGN INTENT TO RE-ESTABLISH THE HISTORICAL 16/12 MASS AND FORM CONSISTENT WITH THE 21 EXISTING HISTORICAL CONDITIONS"MIRRORED"E-W/N-S.DETAILING TO MATCH EXISTING HISTORICAL CONDITIONS.SOUTH WEST REAR CORNER OF www.c9nnedonecea gn c9m VICTORIAN TO BE RE-ESTABLISHED PER PROPOSED ELEVATIONS AND PLANNING. 4. EAST ELEVATION MASSING DIRECTLY ABUTTED TO EXISTING VICTORIAN TO BE REMOVED.SOUTH EAST REAR ORIGINAL VICTORIAN CORNER TO BE RE-ESTABLISHED PER PROPOSED ELEVATIONS AND PLANNING. 5. EXISTING GARAGE AND SECONDARY 16/12 GABLE MASSING AREA OF THE EXISTING HOME TO BE REMOVED IN ITS ENTIRETY.PROPOSED NEW SURVEY ENGINEER MASSING BRINGS ALL PROPOSED MASSING TO BE LEGALLY DEVELOPED WITHIN THE PROPERTY BOUNDARY. Boundaries Unlimited Inc. 6. PER HISTORICAL IMAGING,CHIMNEY HEIGHT*PROPORTION WAS LIKELY RECONSTRUCTED PER 1990'S ADDITIONS.PROPOSE TO RESTORE/ RECONSTRUCT HISTORICAL VICTORIAN CHIMNEY TO MORE ACCURATE HISTORICAL DESIGN INTENT. Glenwood 5900n0s,Co01001 252 unm bainawm CIVIL ENGINEER 1 EXISTING ELEVATION/ SECTIONS - NORTH ELEVATION (121 BLEEKER) :: 121 WEST BLEEKER BoundariesnwooSwings,Unlimited Inc. eIn, Glenwood 5252,co O,ew 1 SCALE:3/16"=1'-0" wwwba,ncoom C� STRUCTURAL ENGINEER Stmes Des n ns,P.E. Structural05l Design Consultant LL��C--ii Glenwood SPings,CO 01001 r, i to + E0Fv73572 r2 T9709507a2i. /a•NLFI / p MEP ENGINEER I ���i-.,. I'6 Spa.*Timble+•Blevine �`' r�I - dae ng } ELEv 130 s0s/v._Fnman•Gada Engineering Inc. \!\� i ,__ I TO N,1/a•NF) var OreeX eva.suite t0z 07—, aaN /� wwmT303 a gm 1 1 + / g /iced zs ,� �e �� , ,� n tin � • , n ti rti .� r■. Y Y Y �� — GaHa �7\ �^ r-� luuuuuuuuuuuuuuuuu--�uiiuuu■uuuuuuuu 1 + EtEv,z, N../ 1 \ uol■uuunol■uov ■.Ixnitouuouuol 'IM1tIhaIh�IhTiRlM1tt �I...81lM1tl.7,.y. l sin• .L.L.L.L.L.L.L. 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NON-HISTORIC 4/12 GABLE MASSING DIRECTLY ABUTTED TO THE SOUTH ELEVATION OF THE HISTORIC VICTORIAN TO BE REMOVED IN ITS ENTIRETY. a PER HISTORICAL IMAGERY AND EXISTING IMAGING-DESIGN INTENT TO RE-ESTABLISH THE HISTORICAL 16/12 MASS AND FORM CONSISTENT WITH THE vmw.canne ne ea gn com EXISTING HISTORICAL CONDITIONS"MIRRORED"E-W/N-S.DETAILING TO MATCH EXISTING HISTORICAL CONDITIONS.SOUTH WEST REAR CORNER OF VICTORIAN TO BE RE-ESTABLISHED PER PROPOSED ELEVATIONS AND PLANNING. 4. EAST ELEVATION MASSING DIRECTLY ABUTTED TO EXISTING VICTORIAN TO BE REMOVED.SOUTH EAST REAR ORIGINAL VICTORIAN CORNER TO BE SURVEY ENGINEER RE-ESTABLISHED PER PROPOSED ELEVATIONS AND PLANNING. 5. EXISTING GARAGE AND SECONDARY 16/12 GABLE MASSING AREA OF THE EXISTING HOME TO BE REMOVED IN ITS ENTIRETY.PROPOSED NEW Boundaries Unlimited Inc. MASSING BRINGS ALL PROPOSED MASSING TO BE LEGALLY DEVELOPED WITHIN THE PROPERTY BOUNDARY. ootle5prVnea,Co B,agt 6. PER HISTORICAL IMAGING,CHIMNEY HEIGHT+PROPORTION WAS LIKELY RECONSTRUCTED PER 1990'S ADDITIONS.PROPOSE TO RESTORE/ RECONSTRUCT HISTORICAL VICTORIAN CHIMNEY TO MORE ACCURATE HISTORICAL DESIGN INTENT. waTvna+nc.wm CIVIL ENGINEER 1 EXISTING ELEVATION/ SECTIONS - WEST ELEVATION (NEIGHBORING) :: 121 WEST BLEEKER BoundariesnwooSwings,mired Inc. SUNp, Glenwood ,co e,sw 1427. SCALE:3/16"=1'-0" --.- �= ��� �,"' 1i,�Ar ,�i,Ogi STRUCTURAL ENGINEER � qf� \\ I4.1 ek Allah A+— Jamea Jackson Romea,P.E. 0- elk 9 `� Structural Design Consultant LLC kil At � Glenwood Springs.CO 81001 r.9rg:905.0702 ,I. prAvi� ,�`.j. gt,„ -�T MEP ENGINEER Engineering ngine Ti bl !Nevins AI ` BnEln H gl-/ ��-amt Avon,CO 81620 T 303 900.8782C ek ve.Suee tot ` � ��L e N mo , ,, A �• �= kall# 1. ,ii -,, ri E4-3 -kt..-4.W___W.S. \ za-mitc,,,--...,, 'gm" s1,2 ras r,mam oao " � © . 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ISSUANCE DATE r ra • . ,�( 1TF��.T�T�T�:��:�:;�1T�1T01':1:: a Iow i 1111 iL._ . iii-k•eLL-v'ilc-:::;���.:.�1.:.1_�:�:;�•_j�1.� L;N al S� i'�1-1�1=I�11�1 Nit I •��5 ••• r , I1.=II.nI1.,I1.,IIiMi�1 r.o.Spar_i25nnnp aaim '�� NVIVI I aWANANNYNININAIN: +1M�i'i MV11WIrAVII,a a mat I!i t!f t -- ;�;:.:.•.•.•.•• __-----------------------------_ e ELE-„ �ry F.I I .Ifli.if■lf■1/f1.Rf1(IRI /C�.u,f.ff■1/► iimmS�I�������_I_I_I.g 1_I_I I�,�'�' '��' �'ti '• j • (Hold E._.Hi., Y LEv.,,2 o.�LF, vuu■u■n_n■n_u_u■u■u■n_u■niu_u■ ■n_n■n_w .A% 1 ■11.n_n_n_n_n h'• 1 is ELEu-,,,•. �aars���ra+aaeliwauAruwar ra�rwAunuuAruDu•I+•••L.L.L.L.L.L.L.Ds�vr„_.L.L.L.L.L.L.I.,.L.L.L.L.I_.L.I_,,---- ••.. - ■, r.D.P°;=',aLeml�i_r-T'D) il _ I k 11 11�11�11�:1�:1 wN ii iiI:NA'if'VIPA li��T�1f'if'if'VIPA i �-•=• I�•_• + - ,%a•(V.LF) :p!tLdi+2ir_d1r_.�..�..I- �s.. - - - — :L:::,'._ �Ar.:L._.�� ��a E�„as 1.7ppaoz:Amoi:Erpp:O.-.4.:. r— 01 COA PERMIT2024 ...... �� — \- -1 0$1411 II_ = �❑1 SCALE \E-- I I I 1- = PROJECT#121-BLEEKER asseson.<, = '1TS� II'I�I� �lll I DRAWING TITLE: saz s- --- �s.a �`�I ELEY 101- LF.) I EXISTING STREET ELEVATIONS gi DRAWING NO: z O A-30.02 EXISTING ELEVATION/ SECTIONS - EAST ELEVATION (SIDE ALLEY) :: 121 WEST BLEEKER ® -30.0 SCALE:3/16"=1'-0" COA-BP::JAN 2025 i -,..._ __- iL : �; DI Et M ------N ti��.1,.,„., ,j .. CO w a ��Qoria � cA. I v r U) CO Cl 1 e �� �_ r w a lLm LaNa+ o- ��.. >6 0.1� e NI ar�nm Pams T nil r��.,.GP R-6 Height Loot VIkill: � i to ..7411410/464 s wneavn rv.mn9 Gaeb�r + © / si+t�v� �� �` �r — iew,611� /� �� OWNERSHIP Ida 9 _ =:���� 'i = 4 Lrit li �� �``a�,'Ir:, Owners: �PII a r 121 W Bleeker LLC Apr rv..el :2 Spring Point I i.% ��®®srs' i ��_ \-AA/ 4�.."� Jo_ 121 West Bleeker Street \ isg.- ��� �B�e-- �• I I MEV �' �� Aspen,CO 81611 rw �o is Victoneo rver ' —� WI d >%� �L" /�AIR,.......-- •IVIF) *— 1 z '4 y_�[a �p GENERAL CONTRACTOR IBDI+ b �� g��a— y • �ie I ��• 4 Independence Construction Group EV„a %rv..P)Law �' J 1 Colorado e2 nn 202 5 2�_� ,SI Ad j1 !,S x 1 ' � ` /- Basalt.9702795171 4. —— ,,,, cgaspan wm imigl El ti O O �/ ® lggm !3 PROJECT DESIGNER I yyy I9 CITY REPRESENTATIVE - \ 1 y- , ry ^ I 1ritl I PO maYg I'970 85gn 8,2 r_J ryya JAspen.Colorado E—F 1m"S rv,I F.�kWla alaaY.cam l leHISTORIC RESTORATION KEY/DEMOLITION:AREAS SHADED TO BE REMOVED LANDSCAPEa ARCHITECT 1. RESTORE FRONT ENTRY(SLEEKER STREET)PORCH TO OPEN CONDITION PER HISTORICAL RECORD.RAILING AND ORNATE DETAILING,POSTS Connect1 Design TO BE RESTORED/SIMPLIFIED TO ORIGINAL DETAILING CONDITIONS PER HISTORICAL IMAGING.REFER TO PROPOSED ELEVATIONS. 350 Market Street, 816 2. NON-HISTORIC WEST SIDE YARD PORCH&SECONDARY ENTRY/MUDROOM/TIE IN TO ENCLOSED BREEZEWAY/CONNECTOR TO BE REMOVED.WEST 21 WALL HISTORIC WINDOW OPENINGS AND DORMER TO REMAIN AND BE RESTORED PER HISTORIC CONDITIONS.ALL NON-HOSTORIC DETAILING TO BE WWW.cannectoneaos9n cam REMOVED ACCORDINGLY. 3. NON-HISTORIC 4/12 GABLE MASSING DIRECTLY ABUTTED TO THE SOUTH ELEVATION OF THE HISTORIC VICTORIAN TO BE REMOVED IN ITS ENTIRETY. PER HISTORICAL IMAGERY AND EXISTING IMAGING-DESIGN INTENT TO RE-ESTABLISH THE HISTORICAL 16/12 MASS AND FORM CONSISTENT WITH THE EXISTING HISTORICAL CONDITIONS"MIRRORED"E-W/N-S.DETAILING TO MATCH EXISTING HISTORICAL CONDITIONS.SOUTH WEST REAR CORNER OF SURVEY ENGINEER VICTORIAN TO BE RE-ESTABLISHED PER PROPOSED ELEVATIONS AND PLANNING. Boundaries Unlimited Inc. 4. EAST ELEVATION MASSING DIRECTLY ABUTTED TO EXISTING VICTORIAN TO BE REMOVED.SOUTH EAST REAR ORIGINAL VICTORIAN CORNER TO BE 923 Avenue.Softer 21 RE-ESTABLISHED PER PROPOSED ELEVATIONS AND PLANNING. Glenwaoaa Sp rings,gs,Co 81001 5. EXISTING GARAGE AND SECONDARY 16/12 GABLE MASSING AREA OF THE EXISTING HOME TO BE REMOVED IN ITS ENTIRETY.PROPOSED NEW T 970.945.5252 \^ MASSING BRINGS ALL PROPOSED MASSING TO BE LEGALLY DEVELOPED WITHIN THE PROPERTY BOUNDARY. ......co01 '\_(2) 6. PER HISTORICAL IMAGING,CHIMNEY HEIGHT i PROPORTION WAS LIKELY RECONSTRUCTED PER 1990'S ADDITIONS.PROPOSE TO RESTORE/ RECONSTRUCT HISTORICAL VICTORIAN CHIMNEY TO MORE ACCURATE HISTORICAL DESIGN INTENT. CIVIL ENGINEER 1 EXISTING ELEVATION/ SECTIONS — SOUTH ELEVATION (INTERIOR : HISTORIC VICTORIAN) :: 121 WEST BLEEKER UBoundaries Cooprve^ue.SuPeited Inc.201 CO ., Glenwood Springs., Otew 4.5 1127 SCALE:3/16"=1'-0" STRUCTURAL ENGINEER James Jackson Romeo,P.E. Structural Design Consultant LLC 3901 Mountain Dove P11 Gismo.5p Springs, 501 /�. } r1 (�Tyl� 945.4742 to 0 L? 411 !```)- MEP ENGINEER li 1/ Spacek Timble•!Nevins 1_ F. � w� ,� -- Engineering n g1 Aeon,CO 81620 Greek 9 9e wa spne,9z Ls.Iw�uNa>e9 Behind s South Elevation o:I s as"elan Lmn ,� - .t . INNEN1�11B11neenslnll�O ll�ll�lTATIlnlanlanll -1 � ��1^':'�j u�u�unuureanu••— ■nulttolttouuulnnn Va ni:iMCiTCiT�iRiTSLTa i��i�����i���i�ii�i��i��� `+ ,w 11 t�lll J' nulnnultnlnuni ■utnittnuuuun� ` 'Kj �% ;::'::'::':'::'::"SLBMI �.IM.IM.IM..M..M.S.14.11 tie!; f ATI MIhMMLVIM1MIMIhMI=■= T �I�ye!/ ��" SEAL ra i'i iiiiiiiiiiiare. PERIIn In1ln IInlC -IMI i.IM.IMi1M.sM.sM.11i11N1 L / 41A[ 3 Dim _/`- -.I �'.0 ei� pin ienii.o�� 5 a., u '�'ia .�'-. ,' e'- iti d16 I .71.1_ ,r,.i ISSUANCE DATE �YII4TJi4TJP►Li4-1iYIVITilif�1. I/1 E i iiiiii iiiim 1:::: °' ;HI e;_hithis:._.+.e s.sad t eri;:•:•1 x I ',., I� ✓-- = ;aw SiNB COA PERMIT 2024 llIIIIlt1. 1 1[1-_. rJ 1 1 1 L i __L ___ _-,- SCALE PROJECT#121-BLEEKER DRAWING TITLE: EXISTING ELEVATIONS gl DRAWING NO: z t7 A-30.03 r6�EXISTING ELEVATION/ SECTIONS — SOUTH ELEVATION (REAR ALLEY) :: 121 WEST BLEEKER ® -30.0 SCALE:3/16"=1'-0" COA-BP::JAN 2024 w w J LU w U Z o Jz a < cow • 1 �_ ( : N y A.1 B.6 C.0 6.0 E.6 F.1 G.6 H.1 1.01 J.E) K.6 L.� M.0 PR I PR / FX/P PR / PR I PR / PR / PR / PR / FX/PR PR / PR / PR I w m ce T.O.Meson r Cy himney(TBD) r Z I I I I I ELEV-135'-2 1/8"(V.I.F.) (s 1'�' '' " 1 j n j j l I ! I I Ea I I I - I�/ -� ii ��= I I I �� I I T.O.16/12NRidne Primary Gable OWNERSHIP \`' , . -_ I ELEV-130'-101/8"(V.I.F.) ."24149Owners: 121 W Bleeker LLC 14, 121 West Bleeker Street Aspen,CO 87611 :t***:''1:4t /, �!!!!c 1 .O.i6H2 E W Dormer Ritlpes GENERAL CONTRACTOR wmm _ _________ !!!!!!! ____________ I ELEV 125]1/4"(V.I.F.) 1\ / 1 a :19' �� - -- -- - -- - ________=_ 'i=Si'�i=ici'�i=it. __ -______- -- L } independence Construction Und02Group 1� J.•y flier!!!! tom.it 25R-6 Height Lima Midland Avenue Unn 202 "� �l��L��!!!!!!!!!!!!!!! .9702795171Bea.Colorado el \�� ' ! !!!!! ' 0 1 T O 2 R'tlGelSecontlaN)Cross Gable ez, �Navlf �•I,- -���•� - - -- 1tl _ waves:cgBapen wm Irk -\ '..'•= �r•I�t�t�t�t�t�t� �t�t�t�t�t�t�t�t�t�t�t�t�t�t�t� ELEV 12211^(V I.F.) 1 -r I`T �I III, : ---®®- T.O.16/12 E-W Dormer Spring Poinls e kJs 1/� I t�t�t�t� t�t�t�t� -��������� 1 1az ELEV 121 5(V.I.F.) PROJECT DESIGNER/ e� (I /� l ......= - .tea �t .�C. ®� I I CITY REPRESENTATIVE `` �r \,`� `,��, rz 1 t �' �III� IIIIIIIII��1•4... /i�� Y�='S'='S'�T i'S'= ��\`7.�� r�!!!! 2Hel h1 M 163/12 H stonc Gable RoofII !!!! 1 ===== mmm mm 1wD 9 1FPO BtlOay DZ sign ,� (I --� �lilt. !!! 1! �� t.t.t.t.t. t.t.t.t. �� t.t. IIT. 1 !! 1!!!!� m aELEV-119'33/4(V.I FJ� \ �, aT�11 I , t.•►!!!�<+� L!i!i!ili, t.� �S�t. onao 612\ e / _ �►!!� !`!!!!!!!!!!+ � ww„ramarcoma ...,.,... i�� 1/�� AtiVetitAtieeek sia.��.Yit !fit%� ,,c !!!i!i! !!!%, o LANDSCAPE ARCHITECT '� �v . L 1!e!!!!!!!:444. ConnectlDxin '� \�e�i� 1...,!!!!!!!!!!!. �� T.O.U L 116/120 P I t ge r311� ��' �4 e�►!!!!!!!!!!!. _ :r"'it � eve pry on.p 7 \C````,�,/I �? !!!!LY_J!!!!!!!!!!!!!!!!!!!!!!!!!z /LEY-113-6(V F) Basalt.Colorado z+ Tl..s� \,t ^ !!!!�!!!!!!!!!!!!!!!!!!!!!��!!� a\\ -- T O_F F Ue Level V d`a/� !4444:4!!!!!!!!-1y� �P_r�' I� � Wd- - ELEV-112-1(V F) rwwwconnectoneeee9n.com V 11X�.-t�i F -� r31'� i J -- TO Plwtl Upper(Hold Ex Plwd Ht.) 1. 11 =.� ill �� 7 ELEV-111-10^(VLF) r .i l nrast .... SURVEY ENGINEER s i, AOPlali M nLevelSNot Lower TBD)-� -i ].i 110 1/4 V 1 F.( > Boundaries unlimited Inc. mow. x = -Itttttt■�■Iwl■1fe■■;a■•a■a■+..I'(■■.■■:■I!n ii )� 9zs caep.r nuance score zo+ _ I _ i3i�Gi i'G i' i f. ,'II• �CL:IIIM-rGlenwood SPrnes CO 81001 252 w Te3 ximiwi ■11 r - wxwbwna wm Ig wo� 4 ■ _ 1 S7:1:M CIVIL ENGINEER a H IL 1 tt! !! I 1 .•r��• � - � � �T 7 -••- r•MJ.■A�.t-6 1 'Si f www.bwna.wm (I SI!e�l!�,1,,1 = ■III■ � MillE .�-- � -r TO FF Main Lvl Ent Victorian) �■il■■■■■■■■■■■■ L� - _I1I ELEV 101-5"VIF I I•!•!•I•!•I•I•!•61•I•I•I• IF _mI aiIvI=!- T.O.F.F.Main Level ■II - -■rl-1� A ELEV-1 W'-3"(V.I n- 1 1Bi�fi I -I�I� T.O.Plwtl.Mein Level(13"lower I STRUCTURAL ENGINEER mm nzi usiazi'i�n '`.��oiii_ - r.--- fl 7894 -- than existing foot) _ -- ��'-= LEV-100'-0"(V.I.F.) James Jackson Romeo,P.E. LI= Structural Design Consultant,L�LCCC---III r--- nll Glenwood Springs,CO 81001 HPC NOTE: Ji Ju $ Lower TO.CeilingOtower(Subgratle)Local(Not irmna us mumtwm Y-7 ELEV-9fi 91/4"(V.I.F.) PRIOR TO , COMMENCEMENT ii MEP ENGINEER FOR ANY&ALL 9 Spacek Timble•Blevins HISTORICAL WORK IS PERFORMED IN FIELD di I� 82 Ent Bedeve Inc.ng Creek Blve..Suite 182 M Mom CO 81620 II 1 R w.rwS 9 e g co nnoroaaavuE dl Il evnac ,,, �, D T.O.Conc.Light Well(2'-6'above _ , y $ Proposed F.F. ELEV-89'-114"V.I.F. _71 5 T.O.Conc.Lower Level TBD _, J- ELEV-86'-71/4"(V.I.F.)(TBD) T.O.Conc.Grotlo(TBDJ ELEV-86'-31/4"T.I.F.L(1BD) 15'Maximum.Subgrade ACH 101-5^=7895.5 ELEV(V.I.F.) Line M F.F. SEAL 1 PROPOSED ELEVATION/SECTIONS - NORTH ELEVATION (121 BLEEKER) :: 121 WEST BLEEKER ISSUANCE DATE VT- SCALE:1/4"=1'-0" MATERIAL LIST: HPC PROVISIONS: NOTES: KEY PLAN LEGEND: MATERIALS ELEVATION TAG' • 1 C FOR DOOR AND WINDOW 1. TAG BELOW RESPECTIVE Si COA PERMIT 2024 COO OR COMMENCEMENT I. SCHEDULES SEE A-10.00 SERIES ELEVATION OA WINDOW TAG FOR ANY&ALL TRUE e NORTH 1. PAINT LOCKED SEAMLESS PANELED METAL ROOFING WITH MATTE FINISH TO MATCH VERTICAL WOOD CEDAR FINISH 1.METAL 1.5"FLASH CAP UTILIZED WHEREVER NEEDED. SCALE O N HISTORICAL WORK IS 2. 1 x 4 VERTICALLY APPLIED PAINTED CEDAR SHIP-LAPPED SIDING.PREMIUM SELECT CLEAR GRADE 1"VERTICALLY INSET BATTEN DETAIL-PATTERN RANDOM.NAKAMOTO FORESTRV'SHOU SUGI BAN'SUYAKI OR GENDAI FINISH.ALTERNATE:STAINED CLEAR GRADE NUMBER 2 CEDAR SIDING VERTICAL , 15.9° i x4 SHIPLAP APPLICATION. PERFORMED IN FIELD fD a WINDOW TAG PROJECT#121-BLEEKER 3. TEMPERED GLASS SKYLIGHT CONDITIONS WITH STEEL FRAME CONSTRUCTION.DESIGN BASIS FOR ALL SKYLIGHTS TO BE ANTI-SLIP CLASSIC GLASS GRIT WALKABLE SKYLIGHT OR EQUIVALENT.OPAQUE FINISH.DAYLYTE(FORMERLY AIA INDUSTRIES-DENVER). - �/� DRAWING TITLE: 4. BASALT GRANITE OR PORCELAIN PANEL WALL APPLICATION.POURED CONCRETE STAIR AND PATIO AREAS WITH CHAMFERED EDGE AND ACID ETCH FINISH.COLOURT.B.D.ALTERNATE:BASALT GRANITE CUT STONE SLABS-FLAMED FINISH-2-1/4"THICK MINIMUM. 1.NO REMOVAL OF ANY ORIGINAL SAFETY GLAZING ®� ' 5. PROPOSED GLAZING&DOOR SYSTEMS.BASIS OF DESIGN:LOEWEN OR PELLA ARCHITECTURAL SERIES.ALL WINDOW AND DOOR UNITS FACTORY ASSEMBLED-NFRX STICKER RATED FOR FIELD INSPECTION ALTERNATE:NANA WALL HIGH ALTITUDE GLAZING SYSTEM WITH ANODIZED ALUMINUM PERIMETER ORIGINAL WALL FRAMING P®i • FRAME FINISH.ALL NEW WINDOWS AND DOORS WILL HAVE A FACTORY APPLIED NFRC STICKERED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY.ALL GLAZING SHALL BE TEMPERED SAFETY GLAZING U.O.N.DOOR FOR KITCHEN AREA TO BE LIFT-SLIDE CONSTRUCTION-NFRC STICKERED OR HISTORIC JOISTS SHALL BE PROPOSED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY. ALL GLASS SHALL BE 6. ASPHALT SHINGLE OR DA VINCI COMPOSITE ROOF APPLICATION EQUIVALENT.NATURAL FINISH WITH TRADITIONAL INSTALLATION PER ASPEN HPC REQUIREMENTS.CLASS"A"FIRE RATED BASE ASSEMBLY AS REQUIRED ALLOWED WITHIN THE HISTORIC ELEVATIONS RESOURCE.NOR SHALL ANY TEMPERED/SAFETY GLASS UNLESS LIGHTING/FIXTURE LOCATE 7. 1 x 4 VERTICALLY APPLIED CEDAR SHIP-LAPPED SIDING.PREMIUM SELECT CLEAR GRADE 1 z 4 x12 SHIPLAP WITH 1'SHADOW PROTRUSION DETAIL. OTHERWISE NOTED D 8. REGIONAL ASHLAR RECTALINEAR CUT TRADITIONAL MORTAR STONE PPLICATION-CATHE RAL G EY.MOCKUP APPROVED BY IGNER AND OWNER PROR TO FULL COMMENCEMENT. HISTORICAL EXTERIOR MATERIALS BE leu::A 9. 1 x 4 HORIZONTALLY APPLIED CEDAR SHIP-LAPPED SIDING.PREMIUM SELECT CLEAR GRADE 1 x 4 212 SHIPLAP WITH K2"SHADOW REVEAL DETAIL. REMOVED/MODIFIED PRIOR TO 0 2-O" 4-O" I.) 10. HYDROTECH EXTENSIVE GREEN ROOF SYSTEM OR EQUIVALENT.9"MAX.ASSEMBLY DEPTH ADDITIONAL REVIEW AND APPROVAL 11. 5"(V.I.F.)HORIZONTALLY APPLIED PAINTED WOOD TRADITIONAL/CLAPBOARD LAP SIDING W/8"INSET PATTERN SET BOARDS AS EXISTING.5"VERTICAL CORNER BOARD TERMINATIONS.ALL REPAIR/REPLACEMENT AS APPROVED BY THE ASPEN HPC TO MATCH EXISTING CONDITIONS.RESTORATION BY HPC STAFF. EMERGENCY DRAWING NO: Z OF WEST AND SOUTH FACADE WALL AREAS AS REQUIRED TO RESTORE INTENDED PATTERN OF EXISTING CONDITIONS TO THE WEST AND EAST FACADES ALONG CORNERS ESTABLISHED BY GRID-LINE 5.0/EX-PR. O 12. GENERAL NOTE:ALL HISTORICAL WINDOWS TO BE RESTORED/REPAIRED AS NECESSARY BY AN HPC APPROVED SUBCONTRACT ENTITY.ASPEN RESTORATION COMPANY AND/OR PHOENIX RESTORATION RECOMMENDED FOR ALL HISTORICAL WINDOW AND DOOR CONSIDERATIONS. SCALE: 1/4 = V -O W 13. GENERAL NOTE:ALL ORNATE DETAILING SPECIFIC TO EXISTING HISTORICAL VICTORIAN TO BE MAINTAINED.REPAIR AND REPLACE ELEMENTS AS DETERMINED NECESSARY PER ALL ASPEN HPC APPROVALS.MATCH EXISTING CONDITIONS WHEREVER POSSIBLE. 2.DESIGN PROJECT TO RETAIN ALL ESCAPE p 14. HORIZONTALLY APPLIED TRADITIONAL OCTAGONAL SCALLOP PAINTED WOOD SHINGLE.AS NECESSARY REPAIR AND/OR REPLACE PER HPC APPROVAL REQUIREMENTS. PERIMETER FRAMING,PORCH AND A-30.04 y 15. 15 GAUGE HOT ROLLED STEEL PANEL PLANTER WITH BLUE STEEL FINISH-LIGHTWELLS/PLANTERS ROOF JOISTS.SISTER IN NEW EMERGENCY EGRESS WINDOWSE 18. GENERAL NOTE PAINTED WOOD FASCIA AND SOFFIT CONDITIONS.MATCH EXISTING HISTORICAL CONSTRUCTION AS NECESSARY SHOULD REPAIR/REPLACEMENT BE NECESSARY.ROOF SFLASHING-EXTRA DARK BRONZE-ANO 304 ANTHRA ZINC MATERIAL AS NECESSARY.IF A ALL SHALL HAVE ESCAPEEG 4E" K 17. FIREPLACE FLUE/VENT SHROUD-METAL FRAME AUTOMOTIVE PAINT LOCK FINISH(BLACK)WITH MCNICHOLS DESIGNER PERFORATED ALUMINUM METAL SCREEN PANELS-DIAMOND PATTERN/GRECIAN ALLOY TYPE 3003-H14-MILL FINISH. CONFLICT OF PROPOSED AND 18. RESTORE EXISTING MASONRY CHIMNEY AND ELEMENTS AS NECESSARY PER HISTORICAL INFORMATION AS BECOMES KNOWN HISTORICAL CONDITIONS EXIST,HPC A.F.F.UNLESS OTHERWISE NOTED TO BE NOTIFIED FOR REVIEW AND (SEE ELEVATION AND SECTION - APPROVAL. DWGS). COA-BP::JAN 2025 w w J WLU C.) Z o Jz a < mw MI � 0 N Cl (A.\ (/B.-6 C.0 DT, .,____, E.- (/F.1 (G.0 (H.0 (/1.c-i .6\(/K.6 (/L.o (/M.\ w w w m PR / `PR / FX/ �PR / \PR / \PR /`\PR /`,PR /`F� `,PR / ``PR / `,PR,/ Ce J 7.7. --r ,T, --rY (' - - Z TO.Masonry ChimneyF.) N Q \ I I I�-L I I I I I I ELEV-135,21/8"(V.I.F.) - 'r''� IPGi o - / I I I I 1 I I ' I Y. I I INS OWNERSHIP �` /� I I m 13 a T.O.16112 N-S Ridae Primary Gable �Vkr _ i• .* EEV-130'-101/B"(V.I.F.) Owners: r�l i r_ L ��__�L 121 WBIeeker LLC �- I 1 121 West Bleeker Street / ' � /1_ �\ --- I I I Aspen,C081611 "y_ ' f_�___r- 111I �� �� _ 1 / ' GENERAL CONTRACTOR \.w 9 -Iwo V o n Ma ssin E_W Danner Ride= Inaepandonce ConatrucUon Group I 1 / - 1 % _ f10 I ELEV-125-]1/4"(V.I.F.) rnlekm Avenue,Unn 202 .,\ I)T _ ,� ti- -- ! _-- f i r + 25'RRHe Height Limit Bs902]9S,mata2, N �. _ J SRCA BAR/BREAK xarw:tgeapen wm �!�s T�O 16/12 Rd Seco des Cm Gable ''17/� ` -P E'_9r•j51 BR K j I Y ELEV 122 11(V.I F) i `\ C�.I-_ l I T 16/12 E.W DonnerSDnn4 ants PROJECT DESIGNER I ` A y14.1 i O ELEV 121'3" I.F. C (V ) CITY REPRESENTATIVE 1 Friday ES 970.309.0695 r T:9ea B, 612 IF _- . ��IM I� till I LANDSCAPE ARCHITECT 350 treet,Unit 307 21 � `-Al J __ www.connectonedesign.com Connectl1SDesign q' �� -.O UPPLevel i 6/i z spnn�olnt1i �, T ELEV 113 6"(V.I F)h`tom if ' //� T.O FF Upper Leve1Vctoran seit.Colorado �s �/.T - ELEV-112-1'(VIF)��� �\�.�e� _ _ __ _ _ -_ T.O. lwd Upper(Hold Ex.Plwd.HIJ rew9. e,s N 1 � 1 11 _ __ _ �3�__J . ELEV ,10"(V.I.F.) SURVEY ENGINEER ,C� Pli II=1L T T.O Plate Man Level(Not Lower-TBD) Boundaries Unlimited Inc. v \ !-. v ELEV 110 6 (V ) ION _ 1 1/4" I.F. Avenue.Bu0e2m `�`I �' ^I _L Glenwood b<lnc wms CO Btb� i f- T.9]99055252 i Li' S \ o S 1 �y J J E ,- CIVIL ENGINEER y ! B<Xnaarks unnmu<a Ina. It Eve,sulk zo, - Glenwood =_ N wbwaawm 8 �_ ' T.O.F.F.Main Lvl.En5y Vil ciorian) I LL =3___ �__� F ! �Rrd -- T.OVPI 1'-3"(V.I.F.) 1 I f EV-10 _ F.Main Level _ -100'-3'(V.LF.) STRUCTURAL ENGINEER wtl.Main Level(13"lower James Jackson Romeo,P.E. J I` 7094 -- than exi5tin�fl�-_ 3901 Mountain Dslwi ConsuXant,LLC ELEV-100,0"(V.LF.) Drive a���--III LJ N Glenwood70.94.4742 Springs,j r R itT.O.Ceiling Lower(Subgrode)Leval(Not w.v, Ire 1 Lower-TBD) HPC NOTE: -- I 7 ELEV-96'-91/4"(V.I.F.) MEP ENGINEER PRIOR TO r A -J Spam*nut,.•!Nevins COMMENCEMENT F -I n Engineering Inc. FOR ANY B ALL Beaver Creek Blvd..Suite 102 HISTORICAL WORK IS F 1 fl Avon,CO 81620 PERFORMED IN FIELD L _I II w.+.a g < 9w I I n N ri,9vu s R xs.nrr. 'HeaPeP OVa` L L ,_ f I T.O.Conc.Light Well(2'-6"above LTm 9 Proposed F.F.)_ romovu. LT i_ _L_ 1 ELEV-89'-11/4"(V.I.F.) FOR aev,Ewnxs F-m L -L. I- i J. J T.O.Cones Lower Level(_TBD _= J_ - ELEV-86'-71/4'NI.F.)(TBD) �.Conc.Grotto(TBD/ ELEV-86'-3 1/4"5V.I.F/5TBDL 15'Maximum.Subgrade ACH 101'-5"=7895.5 ELEV(V.I.F.) Line M F.F. SEAL DPROPOSED ELEVATION/ SECTIONS - NORTH ELEVATION (INTERIOR : CONNECTOR/ADDITION) :: 121 WEST BLEEKER ISSUANCE DATE SCALE:1/4"=1'-0" MATERIAL LIST: HPC PROVISIONS: NOTES: KEY PLAN LEGEND: PRIOR TO Si COA PERMIT 2024 MATERIALS ELEVATION TAG: . 1 1. FOR DOOR AND WINDOW 1. TAG BELOW RESPECTIVE COMMENCEMENT SCHEDULES SEE A-10.00 SERIES ELEVATION OA WINDOW TAG FOR ANY&ALL TRUE e NORTH 1. PAINT LOCKED SEAMLESS PANELED METAL ROOFING WITH MATTE FINISH TO MATCH VERTICAL WOOD CEDAR FINISH 1.METAL 1.5"FLASH CAP UTILIZED WHEREVER NEEDED. SCALE O N HISTORICAL WORK IS 2. 1 x 4 VERTICALLY APPLIED PAINTED CEDAR SHIP-LAPPED SIDING.PREMIUM SELECT CLEAR GRADE 1"VERTICALLY INSET BATTEN DETAIL-PATTERN RANDOM.NAKAMOTO FORESTRV'SHOU SUGI BAN'SUYAKI OR GENDAI FINISH.ALTERNATE:STAINED CLEAR GRADE NUMBER 2 CEDAR SIDING VERTICAL , 15.9° i x4 SHIPLAP APPLICATION. PERFORMED IN FIELD fD a WINDOW TAG PROJECT#121-BLEEKER 3. TEMPERED GLASS SKYLIGHT CONDITIONS WITH STEEL FRAME CONSTRUCTION.DESIGN BASIS FOR ALL SKYLIGHTS TO BE ANTI-SLIP CLASSIC GLASS GRIT WALKABLE SKYLIGHT OR EQUIVALENT.OPAQUE FINISH.DAYLYTE(FORMERLY AIA INDUSTRIES-DENVER). - �_ DRAWING TITLE: 4. BASALT GRANITE OR PORCELAIN PANEL WALL APPLICATION.POURED CONCRETE STAIR AND PATIO AREAS WITH CHAMFERED EDGE AND ACID ETCH FINISH.COLOUR T.B.D.ALTERNATE:BASALT GRANITE CUT STONE SLABS-FLAMED FINISH-2-1/4"THICK MINIMUM. 1.NO REMOVAL OF ANY ORIGINAL SAFETY GLAZING / ®i ' 5. PROPOSED GLAZING&DOOR SYSTEMS.BASIS OF DESIGN:LOEWEN OR PELLA ARCHITECTURAL SERIES.ALL WINDOW AND DOOR UNITS FACTORY ASSEMBLED-NFRX STICKER RATED FOR FIELD INSPECTION ALTERNATE:NANA WALL HIGH ALTITUDE GLAZING SYSTEM WITH ANODIZED ALUMINUM PERIMETER ORIGINAL WALL FRAMING P®im FRAME FINISH.ALL NEW WINDOWS AND DOORS WILL HAVE A FACTORY APPLIED NFRC STICKERED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY.ALL GLAZING SHALL BE TEMPERED SAFETY GLAZING U.O.N.DOOR FOR KITCHEN AREA TO BE LIFT-SLIDE CONSTRUCTION-NFRC STICKERED OR HISTORIC JOISTS SHALL BE PROPOSED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY. ALL GLASS SHALL BE ALLOWED WITHIN THE HISTORIC ELEVATIONS 6. ASPHALT SHINGLE OR DA VINCI COMPOSITE ROOF APPLICATION EQUIVALENT.NATURAL FINISH WITH TRADITIONAL INSTALLATION PER ASPEN HPC REQUIREMENTS.CLASS"A"FIRE RATED BASE ASSEMBLY AS REQUIRED TEMPERED/SAFETY GLASS UNLESS D LIGHTING/FIXTURE LOCATE 7. 1 x 4 VERTICALLY APPLIED CEDAR SHIP-LAPPED SIDING.PREMIUM SELECT CLEAR GRADE 1 x 4 x12 SHIPLAP WITH 1"SHADOW PROTRUSION DETAIL. RESOURCE.NOR SHALL ANY OTHERWISE NOTED cli 8. REGIONAL ASHLAR RECTALINEAR CUT TRADITIONAL MORTAR STONE APPLICATION-CATHEDRAL GREY.MOCKUP OF STONE TO BE APPROVED BY DESIGNER AND OWNER PROR TO FULL COMMENCEMENT. HISTORICAL EXTERIOR MATERIALS BE L ley::A 9. 1 x 4 HORIZONTALLY APPLIED CEDAR SHIP-LAPPED SIDING.PREMIUM SELECT CLEAR GRADE 1 x 4 x12 SHIPLAP WITH 1/2"SHADOW REVEAL DETAIL. REMOVED/MODIFIED PRIOR TO 0 2'-0" 4,-0" 8-O" 10. HYDROTECH EXTENSIVE GREEN ROOF SYSTEM OR EQUIVALENT.9"MAX.ASSEMBLY DEPTH REVIEW AND APPROVAL 11. 5"(V.I.F.)HORIZONTALLY APPLIED PAINTED WOOD TRADITIONAL/CLAPBOARD LAP SIDING W/8"INSET PATTERN SET BOARDS AS EXISTING.5"VERTICAL CORNER BOARD TERMINATIONS.ALL REPAIR/REPLACEMENT AS APPROVED BY THE ASPEN HPC TO MATCH EXISTING CONDITIONS.RESTORATION BY ADDITIONALAFF. EMERGENCY lem DRAWING NO: Z OF WEST AND SOUTH FACADE WALL AREAS AS REQUIRED TO RESTORE INTENDED PATTERN OF EXISTING CONDITIONS TO THE WEST AND EAST FACADES ALONG CORNERS ESTABLISHED BY GRID-LINE 5.0/EX-PR. (0 12. GENERAL NOTE:ALL HISTORICAL WINDOWS TO BE RESTORED/REPAIRED AS NECESSARY BY AN HPC APPROVED SUBCONTRACT ENTITY.ASPEN RESTORATION COMPANY AND/OR PHOENIX RESTORATION RECOMMENDED FOR ALL HISTORICAL WINDOW AND DOOR CONSIDERATIONS. SCALE: 1/4 = -O W 13. GENERAL NOTE:ALL ORNATE DETAILING SPECIFIC TO EXISTING HISTORICAL VICTORIAN TO BE MAINTAINED.REPAIR AND REPLACE ELEMENTS AS DETERMINED NECESSARY PER ALL ASPEN HPC APPROVALS.MATCH EXISTING CONDITIONS WHEREVER POSSIBLE. 2.DESIGN PROJECT TO RETAIN ALL ESCAPE p 14. HORIZONTALLY APPLIED TRADITIONAL OCTAGONAL SCALLOP PAINTED WOOD SHINGLE.AS NECESSARY REPAIR AND/OR REPLACE PER HPC APPROVAL REQUIREMENTS. PERIMETER FRAMING,PORCH AND A-30.05 y 15. 15 GAUGE HOT ROLLED STEEL PANEL PLANTER WITH BLUE STEEL FINISH-LIGHTWELLS/PLANTERS ROOF JOISTS.SISTER IN NEW EMERGENCY EGRESS WINDOWSE 18. GENERAL NOTE PAINTED WOOD FASCIA AND SOFFIT CONDITIONS.MATCH EXISTING HISTORICAL CONSTRUCTION AS NECESSARY SHOULD REPAIR/REPLACEMENT BE NECESSARY.ROOF SFLASHING-EXTRA DARK BRONZE-ANO 304 ANTHRA ZINC MATERIAL AS NECESSARY.IF A ALL SHALL HAVE ESCAPEEG 4E" K 17. FIREPLACE FLUE/VENT SHROUD-METAL FRAME AUTOMOTIVE PAINT LOCK FINISH(BLACK)WITH MCNICHOLS DESIGNER PERFORATED ALUMINUM METAL SCREEN PANELS-DIAMOND PATTERN/GRECIAN ALLOY TYPE 3003-H14-MILL FINISH. CONFLICT OF PROPOSED AND 18. RESTORE EXISTING MASONRY CHIMNEY AND ELEMENTS AS NECESSARY PER HISTORICAL INFORMATION AS BECOMES KNOWN HISTORICAL CONDITIONS EXIST,HPC A.F.F.UNLESS OTHERWISE NOTED TO BE NOTIFIED FOR REVIEW AND (SEE ELEVATION AND SECTION - APPROVAL. DWGS). COA-BP::JAN 2025 la __ - i/9-0....aires ,..' III krill A� ♦ l logy / /L03 T., a 'ti,,,P4010,4* It s W Lu Lu C.) Z o , . .7- imi.„_, prw. ;ow ,....0.. ii-v- Al ``/� /r J� w W J '`�``� (1.� (2.� (3.� (4.� (5.1 (6.1 (7.\ (8.0 (9.� (i0\ 01A 02�\ ce (.9 7, \\ , - �X/PR/ ,EX / PR , ,PR / PX/PR/ ,PR / ,PR / ,PR / ,PR / ,PR / ,PR / \PR / Z viti _/ SIT/ •SIT/ IIT/ �I/ �I/ �I/ N Q `\mi.�`4��1/ .. �, �, I .C. lie _cD l I I I r \ 3 I.F.) /� v` // 1; �'/ I I I 1; I I I I I I I\ • � � Mr� I 1 1 16 II Icy I> OWNERSHIP /Ns 5' /) ' /� I I IJ I I I o i us Ida Owners: T.O.i6/12 N-S Ridge Primary ablein / JJ/�� .._, ,,../...- ELEV-130'-101/8"(V.I.F) I i I Imp 721 West Bleekel Street "OrT.Pd I '�' �r '� I I �� %,- Aspen,CO 81611 O.Rid f- hl of l2/12 Gable Roof I 1.1 Z 11.) _ _ _ _ I_I I' _ _ _il iTll_ _ _ _F _Fl.t't_ I 17 I I I ELEV-129'-93/8"(V.I.FJ I II 1 I I1 I,'' 1k�� 1�� ,I1 1 Q,2 1 _ a Midland:44:4� �+ 1�����4' 1��+'I'I' 11 I' I GENERAL CONTRACTOR 1I, 1 1 1 1 11111 1 ' ' .Miland Avence Construction,Unit 22Group ' 1 1 1 I I I I I II111:' ' I I I I I I I ' 'i i Avenue,unit zoz I III- I ___ I T.O.i6/12 E-W Donner Rltl9es 1 I �. I --------,' �� :' -- '- --- ---- Ti BAR/I L------__--� r 1/3 Hel ht of l2/12 Gable RoofI�astColoramatan 1 ELEV-125'-7V4"(V.l.F.) L ' 25'R-6 Height Limit I )) ll ' .' ' ' ' '.'I'., JJ g iy pen.mm '�4� 1' ' 11 '1' ' ' ' , 1�1 �1' i 25'RB Height Limit 1 BREAK I Basalt. ++++++# + i i 19 ELEV-123'-91/4"V.I.F. T.O.16/12 Rld9e(Sacondary)Cross Gable��{{ cc r �ii SNOW BAR I ELEV-122'-11"(V.LF.) R cccccccc ccccccccc i V �cccccc a C- BREAK t'� n CITY REPRECT ESNTATIIGNER I 1BIR:r.��r.r.r.r.r. �r.r.r.r.r.r.rni Vie;/:,ii�� ,y; k I CITY REPRESENTATIVE IIIIIIII T.O.16/12 E-..Donner Spring Points ti'ir s + t�t��• ) I I I I --- yy �. �ccccctucuctaccccccccc __ __ T.O Plate. "(V.F)Alley Bump Up POFriday Design ELEV-121'-5"(V.I.F.) R I T ., - -- - _ ______ _____"- s -_ _-_ Do oOX zns. 612 1ii -- - - I 1 1 1 1 n I r i 1 n I ELEV-121' "(V.I.F.) .0695 ., i '.':':':'p '1'i/�1'1t'' g'i'�'�'�'� ' 1 T.O.Plate/SPnng Point i/12 Shed niter(Low) 1 1/3 Height of i6/,2 Historic Gable Roof i - kii►� tl I 1 I 1 111,n 11v,1 1 I 1 I 1 I 1 I __ '�^_ _ ELEV-120'-1 (V...) m.,w,tr areey.coma' ELEV-119'-33/4"(V.I.F.) +:' TI kJ� ` ® T.O.Plate/S rin Point Master Bed l2/12 Gable ° es �' 5 z I iiiiiii. iACOMMINXIMOSEXED 1 5 eta Liiiiiiiiir _ _ v LANDSCAPE ARCHITECT x c cc .A�A�AAAi/i �cikJ� occ c treet;Una 307 �i� kit �m�i� Conne 350 tSDxi9n O I a �c �iii� ►iiii c_ n c �c , T O.Wootl Master Deck Railing/Wall Basalt.Colorado 81621 1 iijijij ►iiiiii 11F1�YYMRIh 10 ____L_ 1 , \ -- ELEV 115'-B"(V I.F.) T.O.UPper Level i6/12 SPnn Pot �i�iilij lit ---- ---- Tvmwc saes gn.com inf•ir iiii �7 ELEV 113'4i"(V I.FJ 9�\ it!.'J� ►iiii - �iilil�li��l�4Fl�jililiiili�° L' __J / T.O.F.F.Upper/Master Suite Level T.O.F.F.U e Level Vlclonan * ,' i�Jiiiiiiiiil�Jii,i 1 / ELEV-172 1"(V.I.F.) �Lr_ _ iiiiiiiiiiiiiiiiiiii ELEV-112'-1"(V.LFJ _ ➢ t 1 ! T.O. i 11 Upper Levey Master Suite SURVEY ENGINEER T.O.Plwtl.Upper(Hold Ex.PIw.Ht. �I _ 1 L.1L-..-..I�..I 1 ..r __ ELEV-111'-10"V.I.F. - --- 7'T r _� i L E i iJ /, -� L^ -- ELEVP O Sai/gM(�tleF jack Over Garage Boundaries Unlimited Inc. ELEV-111'-10"(V.I.F.) _- - --- ------ ,- -- Cooper venue.sane zo, ELEV 111 51/4(V.I.F.) Glenwood Springs,Co 81001 T.O.Plate Main Level(Nol Lower-TBD) �� y y s J +r T- T.O.Plate Main Level/G_aape(Not Lower-TBD) 970.905.5252 ELEV-110'-5 1/4"(V.I.F.) $ T I I -- www.bwinscom ® 1L-1_ 11 _U 0 ❑B ' E CIVIL ENGINEER L-� 4 Boundaries Unlimited Inc. I-- �$ E -J_� G y = szs cooper Avenue.suite zo, nn \ Glenwood Springs.... \ _ L b / - J-J tr www.bwnc.wm t .. L-1 /)\ \\ / - - ' 1W ® \\ 1 \\ / T' T.O.F.F.Garege Level cri T.O.PIwd Maln�level 13 Victorian) 7.:794 -���I1 / w �wvt1ASPHALT �- �Ev- )V'TJvelz99aSTRUCTURAL ENGINEER r N ) L-, TJ--- r 7a954ALLEVT.O.PIWra T.O.F.F.Mein Level Jamea Jackson Romep,P.E. ELEV-100'-3" I.F. Structural Deslgn Consultant,I-I-C---IIIower Mountain Drive.11 than existing good_( �i_�_ __-____� _ " : icLevelINot _O.FF.Main Level Glenwood Spnas,Co e,so, ELEV-100'-0"(V.I.F.) or -111 O.CdeLevelNosww wery ELEV-96'-91/4"(V.I.F ---� _1 7_, (V ) En9lneerin9lSpecek lnw BleNna ELEV-96'-91/4" .I.F. II__II e..rcnen Blvd..apll.,gs Avon,II m81620 g e g0 II1.II F:: II__I�i „,,, r T t J T.O.Conc.Light Well(2,6"above 4, T.O.p Conc.Light Well(2'-6"above Proyyused F.F. L J 4 1 4 ELEVS 89'T .�)tLtV-63'- .CF 1 1 T.O.Cono.LowerLevel(TBD) ,L 1_ i r-1 ,, Y i L i T.O.Cono.Lower Level ELEV-86'-71/4"(V.I.FJ(TBD) LJ 1 L J __------------ ELEV-86'-71/4"(V.I.F.)(TBD) ___ ___________ ACH 101'-5"=7895.5 ELEV(V.I.FJ 15'Maximum.Subgrede Line of F.F. SEAL 1 PROPOSED ELEVATION/ SECTIONS - WEST ELEVATION (NEIGHBORING) :: 121 WEST BLEEKER ISSUANCE DATE 41e SCALE:1/4"=1-0" II AM mi. JIM_ MATERIAL LIST: i HPC PROVISIONS: NOTES: KEY PLAN LEGEND: PRIOR TO 01 COA PERMIT 2024 MATERIALS ELEVATION TAG: . 1 1. FOR DOOR AND WINDOW 1. TAG BELOW RESPECTIVE COMMENCEMENT SCHEDULES SEE A-10.00 SERIES ELEVATION 0 WINDOW TAG FOR ANY&ALL TRUE e NORTH 1. PAINT LOCKED SEAMLESS PANELED METAL ROOFING WITH MATTE FINISH TO MATCH VERTICAL WOOD CEDAR FINISH 1.METAL 1.5"FLASH CAP UTILIZED WHEREVER NEEDED. SCALE O N HISTORICAL WORK IS 2. 1 x 4 VERTICALLY APPLIED PAINTED CEDAR SHIP-LAPPED SIDING.PREMIUM SELECT CLEAR GRADE 1"VERTICALLY INSET BATTEN DETAIL-PATTERN RANDOM.NAKAMOTO FORESTRV'SHOU SUGI BAN'SUVAKI OR GENDAI FINISH.ALTERNATE:STAINED CLEAR GRADE NUMBER 2 CEDAR SIDING VERTICAL , 15.9° i x4 SHIPLAP APPLICATION. PERFORMED IN FIELD IC, a WINDOW TAG PROJECT#121-BLEEKER 3. TEMPERED GLASS SKYLIGHT CONDITIONS WITH STEEL FRAME CONSTRUCTION.DESIGN BASIS FOR ALL SKYLIGHTS TO BE ANTI-SLIP CLASSIC GLASS GRIT WALKABLE SKYLIGHT OR EQUIVALENT.OPAQUE FINISH.DAYLYTE(FORMERLY AIA INDUSTRIES-DENVER). - DRAWING TITLE: 4. BASALT GRANITE OR PORCELAIN PANEL WALL APPLICATION.POURED CONCRETE STAIR AND PATIO AREAS WITH CHAMFERED EDGE AND ACID ETCH FINISH.COLOUR T.B.D.ALTERNATE:BASALT GRANITE CUT STONE SLABS-FLAMED FINISH-2-1/4"THICK MINIMUM. 1.NO REMOVAL OF ANY ORIGINAL SAFETY GLAZING 5. PROPOSED GLAZING&DOOR SYSTEMS.BASIS OF DESIGN:LOEWEN OR PELLA ARCHITECTURAL SERIES.ALL WINDOW AND DOOR UNITS FACTORY ASSEMBLED-NFRX STICKER RATED FOR FIELD INSPECTION ALTERNATE:NANA WALL HIGH ALTITUDE GLAZING SYSTEM WITH ANODIZED ALUMINUM PERIMETER ORIGINAL WALL FRAMING halt1 . FRAME FINISH.ALL NEW WINDOWS AND DOORS WILL HAVE A FACTORY APPLIED NFRC STICKERED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY.ALL GLAZING SHALL BE TEMPERED SAFETY GLAZING U.O.N.DOOR FOR KITCHEN AREA TO BE LIFT-SLIDE CONSTRUCTION-NFRC STICKERED OR HISTORIC JOISTS SHALL BE PROPOSED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY. ALL GLASS SHALL BE ALLOWED WITHIN THE HISTORIC ELEVATIONS 6. ASPHALT SHINGLE OR DA VINCI COMPOSITE ROOF APPLICATION EQUIVALENT.NATURAL FINISH WITH TRADITIONAL INSTALLATION PER ASPEN HPC REQUIREMENTS.CLASS"A"FIRE RATED BASE ASSEMBLY AS REQUIRED TEMPERED/SAFETY GLASS UNLESS D LIGHTING/FIXTURE LOCATE 7. 1 x 4 VERTICALLY APPLIED CEDAR SHIP-LAPPED SIDING.PREMIUM SELECT CLEAR GRADE 1 x 4 x12 SHIPLAP WITH I"SHADOW PROTRUSION DETAIL. RESOURCE.NOR SHALL ANY OTHERWISE NOTED gl 8. REGIONAL ASHLAR RECTALINEAR CUT TRADITIONAL MORTAR STONE APPLICATION-CATHEDRAL GREY.MOCKUP OF STONE TO BE APPROVED BY DESIGNER AND OWNER PROR TO FULL COMMENCEMENT. HISTORICAL EXTERIOR MATERIALS BE L Ie0::A 9. 1 x 4 HORIZONTALLY APPLIED CEDAR SHIP-LAPPED SIDING.PREMIUM SELECT CLEAR GRADE 1 x 4 x12 SHIPLAP WITH 1/2"SHADOW REVEAL DETAIL. REMOVED/MODIFIED PRIOR TO 0 2'-0" 4!-0" 10. HYDROTECH EXTENSIVE GREEN ROOF SYSTEM OR EQUIVALENT.9"MAX.ASSEMBLY DEPTH ADDITIONAL REVIEW AND APPROVAL 11. 5"(V.I.F.(HORIZONTALLY APPLIED PAINTED WOOD TRADITIONAL/CLAPBOARD LAP SIDING W/8"INSET PATTERN SET BOARDS AS EXISTING.5"VERTICAL CORNER BOARD TERMINATIONS.ALL REPAIR/REPLACEMENT AS APPROVED BY THE ASPEN HPC TO MATCH EXISTING CONDITIONS.RESTORATION BY HPC STAFF. EMERGENCY lem DRAWING NO: Z OF WEST AND SOUTH FACADE WALL AREAS AS REQUIRED TO RESTORE INTENDED PATTERN OF EXISTING CONDITIONS TO THE WEST AND EAST FACADES ALONG CORNERS ESTABLISHED BY GRID-LINE 5.0/EX-PR. C9 12. GENERAL NOTE:ALL HISTORICAL WINDOWS TO BE RESTORED/REPAIRED AS NECESSARY BY AN HPC APPROVED SUBCONTRACT ENTITY.ASPEN RESTORATION COMPANY AND/OR PHOENIX RESTORATION RECOMMENDED FOR ALL HISTORICAL WINDOW AND DOOR CONSIDERATIONS. SCALE: 1�4 = -O W 13. GENERAL NOTE:ALL ORNATE DETAILING SPECIFIC TO EXISTING HISTORICAL VICTORIAN TO BE MAINTAINED.REPAIR AND REPLACE ELEMENTS AS DETERMINED NECESSARY PER ALL ASPEN HPC APPROVALS.MATCH EXISTING CONDITIONS WHEREVER POSSIBLE. 2.DESIGN PROJECT TO RETAIN ALL ESCAPE p 14. HORIZONTALLY APPLIED TRADITIONAL OCTAGONAL SCALLOP PAINTED WOOD SHINGLE.AS NECESSARY REPAIR AND/OR REPLACE PER HPC APPROVAL REQUIREMENTS. PERIMETER FRAMING,PORCH AND A-30.06 y 15. 15 GAUGE HOT ROLLED STEEL PANEL PLANTER WITH BLUE STEEL FINISH-LIGHTWELLS/PLANTERS ROOF JOISTS.SISTER IN NEW EMERGENCY EGRESS WINDOWS 18. GENERAL NOTE PAINTED WOOD FASCIA AND SOFFIT CONDITIONS.MATCH EXISTING HISTORICAL CONSTRUCTION AS NECESSARY SHOULD REPAIR/REPLACEMENT BE NECESSARY.ROOF&FLASHING-EXTRA DARK BRONZE-ANO 304 ANTHRA ZINC MATERIAL AS NECESSARY.IF A ALLR SHALL HAVE ESCAPEEG 4E" LL 17. FIREPLACE FLUE/VENT SHROUD-METAL FRAME AUTOMOTIVE PAINT LOCK FINISH(BLACK)WITH MCNICHOLS DESIGNER PERFORATED ALUMINUM METAL SCREEN PANELS-DIAMOND PATTERN/GRECIAN ALLOY TYPE 3003-H14-MILL FINISH. CONFLICT OF PROPOSED AND 18. RESTORE EXISTING MASONRY CHIMNEY AND ELEMENTS AS NECESSARY PER HISTORICAL INFORMATION AS BECOMES KNOWN HISTORICAL CONDITIONS EXIST,HPC A.F.F.UNLESS OTHERWISE NOTED TO BE NOTIFIED FOR REVIEW AND (SEE ELEVATION AND SECTION APPROVAL. DWGS). COA-BP::JAN 2025 ��4�/l� ‘. i'w��� / lit Ilk �� Ar Odd w w Z o �` I��I" �� m w a � \W� �'��" w w w (2.1 ( b �0� (9 '\ (8.� (7.1 (6.� (5.1 (4.� (3.� (2.� (1.1 �I -1 r�t�Ip� i y / 4PR / 4PR / 4PR / 4PR / yPR,/ 4PR / pUPR, 4PR / 4PR / yEX / ly TI' . I y ere .:+S;;:D G� 72 W I I I I I ELEV'-13 - �� \ \ _�L ��,,,, 1.1 Or iv,. i_ g. .N rc I I I qe 18 I I �e` �` ,` J OWNERSHIP I I I I I I I I I I I I I 110. O16/12 130N101R/8'�V.IrF.ary Gable \� Ink�`�\ 'k Owners: T.O.RId H ht of 12/12 Gable Roof 9-9_- - r, J 'q gggqqqq I 7- ' '� ( ) � �� 727 WWest Bleaker Street ELEV-129'-93/8'(V.I.F.) IIVENT -q --q-q-� -q-q-q- - ------ - aiPe Aspen,CO 81611 I I II 171 '•I � I I I I I I I I I I I r�Jr j �'~ ri'I I R , ___ __________ ____________ \ I I I 1 4 I'I'I I I I I I I I I�'' '' t I I I I I I I I I I I I I I IIIII rr D l / _ I l I ELEV 126 71 I I I /Ij II III Group / II ��0.16/12 E_m,er Ridges Independence GENERALCONTRACTOR I)I10 I Md. Construction I Avenue,Unit 20 I I I I I I I 1�111 - /4' I.F. 7II t r Il I _ e III I'r L'I -II J ) 621 Basalt. e1 1/3 Hei ht of 12/12 Gable Roof l TI III--- III '1�,1 I I 25'R-6 Height Limit I `wv`v.icgeape^.m'^ 9 _ _ � SNOW BARI I I/ SNOW 600/ I FIUMWMUMMUW I I I I __ ''rl' - ELEV-123'-91/4"(V.I.F.) BREAKiiiiil L- BREAK 11 " '' ''''I111 '' T.0.16/12 PotlGe(SecOntla CrOSS GabI� ai �12 SNOW BAR/ J I I I I I I I I !!!: I I I I - I D , \\i• w -- BREAK p _ 17.\ I I I I I LEV-122'-11"(V.LF.) PROJECT DESIGNER I / P\ 0 E - ...................7 _,�.f� T O 16/12 E W Do _T.O. - Rner Spring Points CITY REPRESENTATIVE T.O.Plate Master Bed Alley Bump Up- _ ....................7 I I 0 �q Ararg• ELEV-121,2' I.F.n onner , -- _ J : q J' _ y '. _ _ _ _ _ _ ELEV-121'-5"(V.I.F.) I 1Frid Design (V.I.F.) \ �gii�i I I I I Friday I I I I I I I T.O.Plate/ pdng Point 1/12 Shetl D _ •• RBI ry „itak . . . . . . 926 ELEV-120'-1"(VI.F.) U I I I omao 612 .309.0695 qNN T.O.Plate/S nn Point Master Bed 12/12 ble 1!♦ qr• qqq zl wrw.eivweY.comet ELEV-119'-7"V.I.F� _ q qqq !!!!!, =�+,1w♦ o -I ❑5 III III -O. 4!!!!. E. �!� 4.411X1 ` LANDSCAPE ARCHITECT il e. T.O.Wootl Master Deck Railin/g Wall _ !!aa!!!!!a!!!!!, �r m o 3wnMarvstnect l50-eDesign e ig n�aa!!aa!laa. . 4 I a of ELEV-115'-8"(V.I.F.) -- 1U !!! !! !! ! nl 2, III a!!a�!!!!a!!!!!!!• 41!!aa I L aww.cenn.ckn.deegncem V •444!!!!a!!!a!� T.O.Upper Level 16/12 Spr�Polnt I�7 La��+'►a!!!a!!!a!!� q q qq ggqqq qq ELEV-113,6"(V.I.F.) T.O.F.F.Upper/Master Suite Level - I)_ �!!"-!!!!!!!!!!!!!x gggqqqqqqqqqqqqqqqqqqqqqqql ELEV-11-2,1"(V.I.Fj - Iql,q q x -- T.O.F.F.Upper Level Victorian T.O.Plwd.Upper Level/Master Suite I I I: x , ELEV-112,1"(V.I.F.) ELEV--111'-10'(V.LF.) - __ _ _ -1 J E T.O.Plwd.u Hold Ex.Plwd.Ht.) SURVEY ENGINEER �'.�s'�7.1_'l.e==b=��s6s1-7.i6sdr�=_=_____________________-_-_-_-___ i� _�PPer( T.O.PIwd.Main Maslen Deck Wen Ga�e s T�-js iii I___, 1 ELEV-111 10"V.I.F. ELEV-111'S 1/4"(V.I.FJ -- - 1 Ilk 4 '' _ 4 �` (V.I.F.) Boundaries coapelenve�uemltetl Inc. T.O.Plate Main Level/Ga2 e(Not Lower-TBDI �� 4_ _ _L / aa�� II ,�.�`a T.O.Plate Main Level Not Lower-TBD .Sulk zot -111 _ 1 ) Glenwood Springs,CO Bt BOt ELEV-111 4"(V.I.F. - -- -__r_ � ' . xy� {-�i 10'-51/4'(V.I.F.) 0.gu.5252 ❑ 4 ----_iv 9 i11oo¢ iEr r + b p 13 TV...,,.cw„<.wm _» ,v[4l Q r-1 I ❑li i-i 13 CIVIL ENGINEER i, 1____I.J_1__ _i Boundaries Unlimited Inc. 923 11 Glenwood SAvenee = L / Z -J r_J _- G0.905.5252 www^ewncco�m CO B,6m U _ i L L$I�J { �Q .„, / -- i ii� I T.O.F.F.Main Lvl.El Victo ) T.O.F.F.Garage Level _ _ r ELEv-1m'_y.(V.LF7 - s 11---1--- R !7 tz�ian) 7896 T.O.Plod.G Level - / a - .__All ELEV-101'-5"(V.I.F.)Garage 7895.4 ALLEY -, 17¢I 1.__1_ I,\ STRUCTURAL ENGINEER ELEV-101- ASPHALT S _____ ____ _ ____ OPAQUE IJA, /T.O.7F_Main Level I B -'-,,,,,I,. -- 4 ELEV-100'-3"(V.I.F.) Jamea Jackson Romea,P.E. L J --==iagS - - -== -=t�=,,==- i ® SKYLIGHT Mii ,J1. jrF. t,, J ■ T.O.PIwd.Main Level(13"lower S,rudural Design Consonant,LLC T.O.F_F.Main Level -- riot Mountain Drive 011 ELEV-10,r .(V.I.F.) _-_ _- _ _ _ _ {_______/_ __}_1---===Q, " i���� 78� than existing __ ���---III / -_ __� -- -- ELEV-100'0"(V.I.F.) GlenwoT:970.o5.0702 e 01001 T.O.PIwd.Main Level__ y tLEV-160'A"(V.I.F7) r F==9i www.r rti T.O.Ceiling Lower(Subgrade)Level(Not - T.O.Ceiling Lower(Subgrede)Level(Not MEP ENGINEER Lower-TBD) I- J 11 _.6== I 7 -I ____ Lower-TBD) ELEV-98'-91/4"(V.I.F.) L TF L 1 r• - I� ELEV-96=91/4"(V.I.F.) Engine Nimble•.elevens 4 IIII ez[Ineedn9lnc. L 1,- r s, 1 ver Creek Blvd..Sidle 102 Avon,CO 81020 I. w wm L_L =-Il - 9 e 9m !::O --Il T.O.Conc.Light Well(2,6"above t ��_=I I� T.O.Conc.Light Well(2,6"above ji Pr000sed F.F. - ,1 '7,, Proposed F.F. ELEV-89,114"(V.I.� p L 4 ELEV-89'-114"V.I . l 1 T.O.Cons.Lower Level L lr, _ _ _ J t LJT L _ ELEV-86'-71/4"(V.I.F.)(TBD) T--------- __ 1 i r-� L -- T.O.Conc.Lower(Level)T60) ELEV-86'-71/4"(V.I.F.)TBD T.O.Conn Grotto(TBD)_ ---- ____________ ELEV-B6'-31/4"(V.I.F.)(TBD) 15'Maximum.Subgrede ACH 101'-5"=7895.5 ELEV(V.I.F.) Line of F.F. SEAL 11161 'I PROPOSED ELEVATION/ SECTIONS - EAST ELEVATION (SIDE ALLEY) :: 121 WEST BLEEKER ISSUANCE DATE 4 SCALE:1/4"=1-0" MATERIAL LIST: HPC PROVISIONS: NOTES: KEY PLAN LEGEND: PRIOR TO 01 COA PERMIT 2024 MATERIALS ELEVATION TAG: . 1 1. FOR DOOR AND WINDOW 1. TAG BELOW RESPECTIVE COMMENCEMENT SCHEDULES SEE A-10.00 SERIES ELEVATION 0 WINDOW TAG FOR ANY&ALL TRUE e NORTH 1. PAINT LOCKED SEAMLESS PANELED METAL ROOFING WITH MATTE FINISH TO MATCH VERTICAL WOOD CEDAR FINISH 1.METAL 1.5"FLASH CAP UTILIZED WHEREVER NEEDED. SCALE O N HISTORICAL WORK IS 2. 1 x 4 VERTICALLY APPLIED PAINTED CEDAR SHIP-LAPPED SIDING.PREMIUM SELECT CLEAR GRADE 1"VERTICALLY INSET BATTEN DETAIL-PATTERN RANDOM.NAKAMOTO FORESTRV'SHOU SUGI BAN'SUYAKI OR GENDAI FINISH.ALTERNATE:STAINED CLEAR GRADE NUMBER 2 CEDAR SIDING VERTICAL , 15.9° 1 x4 SHIPLAP APPLICATION. PERFORMED IN FIELD fD a WINDOW TAG PROJECT#121-BLEEKER 3. TEMPERED GLASS SKYLIGHT CONDITIONS WITH STEEL FRAME CONSTRUCTION.DESIGN BASIS FOR ALL SKYLIGHTS TO BE ANTI-SLIP CLASSIC GLASS GRIT WALKABLE SKYLIGHT OR EQUIVALENT.OPAQUE FINISH.DAYLYTE(FORMERLY AIA INDUSTRIES-DENVER). - �_� DRAWING TITLE: 4. BASALT GRANITE OR PORCELAIN PANEL WALL APPLICATION.POURED CONCRETE STAIR AND PATIO AREAS WITH CHAMFERED EDGE AND ACID ETCH FINISH.COLOURT.B.D.ALTERNATE:BASALT GRANITE CUT STONE SLABS-FLAMED FINISH-2-1/4"THICK MINIMUM. 1.NO REMOVAL OF ANY ORIGINAL SAFETY GLAZING ®� ' 5. PROPOSED GLAZING&DOOR SYSTEMS.BASIS OF DESIGN:LOEWEN OR PELLA ARCHITECTURAL SERIES.ALL WINDOW AND DOOR UNITS FACTORY ASSEMBLED-NFRX STICKER RATED FOR FIELD INSPECTION ALTERNATE:NANA WALL HIGH ALTITUDE GLAZING SYSTEM WITH ANODIZED ALUMINUM PERIMETER ORIGINAL WALL FRAMING P®1 . FRAME FINISH.ALL NEW WINDOWS AND DOORS WILL HAVE A FACTORY APPLIED NFRC STICKERED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY.ALL GLAZING SHALL BE TEMPERED SAFETY GLAZING U.O.N.DOOR FOR KITCHEN AREA TO BE LIFT-SLIDE CONSTRUCTION-NFRC STICKERED OR HISTORIC JOISTS SHALL BE PROPOSED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY. ALL GLASS SHALL BE ALLOWED WITHIN THE HISTORIC ELEVATIONS 6. ASPHALT SHINGLE OR DA VINCI COMPOSITE ROOF APPLICATION EQUIVALENT.NATURAL FINISH WITH TRADITIONAL INSTALLATION PER ASPEN HPC REQUIREMENTS.CLASS"A"FIRE RATED BASE ASSEMBLY AS REQUIRED TEMPERED/SAFETY GLASS UNLESS D LIGHTING/FIXTURE LOCATE 7. 1 x 4 VERTICALLY APPLIED CEDAR SHIP-LAPPED SIDING.PREMIUM SELECT CLEAR GRADE 1 x 4 x12 SHIPLAP WITH I'SHADOW PROTRUSION DETAIL. RESOURCE.NOR SHALL ANY OTHERWISE NOTED gl 6. REGIONAL ASHLAR RECTALINEAR CUT TRADITIONAL MORTAR STONE APPLICATION-CATHEDRAL GREY.MOCKUP OF STONE TO BE APPROVED BY DESIGNER AND OWNER PROR TO FULL COMMENCEMENT. HISTORICAL EXTERIOR MATERIALS BE L Ieu::A 9. 1 x 4 HORIZONTALLY APPLIED CEDAR SHIP-LAPPED SIDING.PREMIUM SELECT CLEAR GRADE 1 x 4 x12 SHIPLAP WITH 1/2'SHADOW REVEAL DETAIL. REMOVED/MODIFIED PRIOR TO 0 2'-0" 4'-0" 1 10. HYDROTECH EXTENSIVE GREEN ROOF SYSTEM OR EQUIVALENT.9"MAX.ASSEMBLY DEPTH ADDITIONAL REVIEW AND APPROVAL 11. 5"(V.I.F.)HORIZONTALLY APPLIED PAINTED WOOD TRADITIONAL/CLAPBOARD LAP SIDING W/8"INSET PATTERN SET BOARDS AS EXISTING.5"VERTICAL CORNER BOARD TERMINATIONS.ALL REPAIR/REPLACEMENT AS APPROVED BY THE ASPEN HPC TO MATCH EXISTING CONDITIONS.RESTORATION BY HPC STAFF. EMERGENCY lem DRAWING NO: Z OF WEST AND SOUTH FACADE WALL AREAS AS REQUIRED TO RESTORE INTENDED PATTERN OF EXISTING CONDITIONS TO THE WEST AND EAST FACADES ALONG CORNERS ESTABLISHED BY GRID-LINE 5.0/EX-PR. g12. GENERAL NOTE:ALL HISTORICAL WINDOWS TO BE RESTORED/REPAIRED AS NECESSARY BY AN HPC APPROVED SUBCONTRACT ENTITY.ASPEN RESTORATION COMPANY AND/OR PHOENIX RESTORATION RECOMMENDED FOR ALL HISTORICAL WINDOW AND DOOR CONSIDERATIONS. SCALE: 1�4 = -O W 13. GENERAL NOTE:ALL ORNATE DETAILING SPECIFIC TO EXISTING HISTORICAL VICTORIAN TO BE MAINTAINED.REPAIR AND REPLACE ELEMENTS AS DETERMINED NECESSARY PER ALL ASPEN HPC APPROVALS.MATCH EXISTING CONDITIONS WHEREVER POSSIBLE. 2.DESIGN PROJECT TO RETAIN ALL ESCAPE p 14. HORIZONTALLY APPLIED TRADITIONAL OCTAGONAL SCALLOP PAINTED WOOD SHINGLE.AS NECESSARY REPAIR AND/OR REPLACE PER HPC APPROVAL REQUIREMENTS. PERIMETER FRAMING,PORCH AND A-30.07 3_ 15. 15 GAUGE HOT ROLLED STEEL PANEL PLANTER WITH BLUE STEEL FINISH-LIGHTWELLS/PLANTERS ROOF JOISTS.SISTER IN NEW EMERGENCY EGRESS WINDOWS 18. GENERAL NOTE PAINTED WOOD FASCIA AND SOFFIT CONDITIONS.MATCH EXISTING HISTORICAL CONSTRUCTION AS NECESSARY SHOULD REPAIR/REPLACEMENT BE NECESSARY.ROOF SFLASHING-EXTRA DARK BRONZE-ANO 304 ANTHRA ZINC MATERIAL AS NECESSARY.IF A ALLR SHALL HAVE ESCAPEEG 4E" LT 17. FIREPLACE FLUE/VENT SHROUD-METAL FRAME AUTOMOTIVE PAINT LOCK FINISH(BLACK)WITH MCNICHOLS DESIGNER PERFORATED ALUMINUM METAL SCREEN PANELS-DIAMOND PATTERN/GRECIAN ALLOY TYPE 3003-H14-MILL FINISH. CONFLICT OF PROPOSED AND 18. RESTORE EXISTING MASONRY CHIMNEY AND ELEMENTS AS NECESSARY PER HISTORICAL INFORMATION AS BECOMES KNOWN HISTORICAL CONDITIONS EXIST,HPC A.F.F.UNLESS OTHERWISE NOTED © TO BE NOTIFIED FOR REVIEW AND (SEE ELEVATION AND SECTION APPROVAL. DWGS). COA-BP::JAN 2025 I �� / I :v- ,-� .411kir - ''\ i __40,141.-74w. A LU MJ -, firV14f , ` -� ► ��J.._ H m J4O.- ty Zi OF (/M.� L. I/K.0 J.0 1.0 H.0 G.0 -.. /E.O� D.0�C.0 J PR / PR �, PR/ pR J�pR J�pR J �p 1 PR J�pR J€�� F �, ..� Ce Vr i / Alit Mason Ch mite (TBD) I I, ` `� T.' --i �\likN ,� .a- T.O. ELEV-135'21/8"(VIFJ A �rl1. I / N('s - Arr hArr -F _ I 1 �)t� ��� OWNERSHIP T.O.1fi/12 NS Ridge Primary Gable A \`I I I = `�� - �/ `%v'��`r/'J'17 I( `:l.- -// Owners: ELEV-130'-101/8"V.I.F. P \ I - I y A�/A� �:11� ( ) . SStjA r 121 W Bleeker LLC r /- t / i. 121 West Bleeker Street `/ 1 \--- �' Aspen,CO 81611 -co egie E I IGENERAL CONTRACTOR I•�•i: I '` Independence Construction Group T.O.1 fi/12E-WDoimer Ri 19es AA I 1 �+�;;A �� Midland Avenue,Uen 202 ELEV-125'T1/4"(VIF.) P j�j�����j�j� II�'�� Basalt.Colorado 81621 F L xxxxxxx ri 4,4046'6�e6'4�C xx xxxxxx t` I:I__ 1 e9702795171 25'R46 Height Limit �xxrxxxxx .r ♦o�o�s�ot Av�������x xxxx_�xx �_M O, ..maeoenwm •����1:F����s o ess I T.O.i6/12 trigeSewntlary)Cross Gable I��pipi���� AtrAt�A��A� �p��p���uri I �< ll _ ELEV-122'11(s i I I ora====>_= ae.ts.�s.ts*a�i _ /��� $ r ,�����������,�� �- 1 •l , 1 PROJECT DESIGNER/ IRIYYYYYYYV �lrrr����IMIM ����e u T.O.18/12 E W Dormer Spring Points ® - 1 `/411, CITY REPRESENTATIVE t.� �t.t.t.t.t.t.�t.t.t.t.t.t.t.t.���lt.ta t.t.t.t.t.t.�l��ELEV-121-5" I.F. $ A 4L t.t.t.t.t.t.=111rIEREt E t.t.u�a% t.rlArIt.s.t.t. C= 1 -'(V ) rxxxxxexxa0xxxxxexxxlxxxxxxxxxxx ��I /4 •� �13]� 4 �In , 1PO FB0X 1928Des1gn�.�� .r►�i�i' .. -1 1/3 Helghl of i6/12 Hstonc Gable Roof y - 068 etx ELEV-119 33/4 I.F I o I 1 =i�rmss. ���� nl �C�\`G/1 �, A.A.' `""v" ,... ro ) �� ..o.. ..m. ..�. .. V ASS i; 3N.Yc95 1¢w rwis I I t._ 1 1 Y�/A� i.Aspen. �I�7 Pam m) 1 /' /, LANDSCAPE ARCHITECT I p _ II I III n �y i 111 l ,� -`Tr'� -/ Connect1 Design C a Ia Proposed Massing Behind m , fin I I n I'I :.` -\_ �) /r/ I �: Basalt.Colorado 81621 350 Market Street,UM 307 T.O.Upper LevelI.F.I spnn�Polnt W �to�rr t.t.t. rrrl �p/� \�^\�� Iwir `�\I�'I,Yi,>�+" ELEV-113'-6'(VI F) _- u `` \ 'p������������� � 6i a ,1►�/���I�i'�-1�.Y Tvmwa 355.5457 eaes9n.corn T.O.F.F.Upper LevelVctonan ` �42 // ELEV-112'-1'(VI F) -k--- ---=- 1 / Dt% T1 r- J sI9S9 MAW 4nS -L'�_=--.�� .III SURVEY ENGINEER ELEV-111.-10(V F) I 11��■■ •/ Boundaries Unlimited Inc T.O.Plate Mam Level(Noe Lower-TBD) 1 1 � 11 GknwootlUS eBprVnas Co Bte<t ELEV-110'51/4"(VIF.)�- -- I ' li f �I s.ra55. VVtom' /Y�'1 L J r I 1 �� !__ xw,.nu:w.wm �l _ L L / � ,�„rM}+ ��• _ 1©I st) mil,❑❑� - 1��_ CIVIL ENGINEER ti Boundaries Unlimited Inc. -. / WI J s20 cooper Avenue steel pt --1 rs 1./ L N a o m I YD - n Iwm�n, Q Glenwood Springs.Co 016p1 wens lawn°aim C T.O.F.F..Main Lvl.EnbY(Vi a I❑I'❑❑ g'�. ELEV-101,R(V.I.F.) 1 / 0 I EP L J I p'oo I �r 1 -_-l( -- 1 B>a iii ___ ! - L____. J u tom____ I STRUCTURAL ENGINEER i\ T.O.F.F.Main Level - !!! I Dove 411 ELEV-100'4"(V.I.F.) R on Romeo,P.E. T.O.Plwd.Main Level 13"lower Structural Design Consonant,Li-L-C---III than exlsting_800r1 ttL Springs,Co et Bet ELEV-100'-0' I.F. M I kIY-F---- u s ctural.wm II 7 fl T.O.Ceiling Lower(Subgrade)Level(Not I U MEP ENGINEER Lower-TBD) H ili HPC NOTE: ELEV-96'-9 1/4'(V.I.F.) Hki W Spaced Timble•!Nevins PRIOREngineering Inc.I I II BMOC COMMENCEMENT 82 Eest BeerCreek Blvd..Suite 102 R FOR ANY&ALL Avon,CO 81620 LI U HISTORICAL WORK IS xs3a g e gw PERFORMED IN FIELD W PI II n Th PI U RESOURCE NOR SHALL MS �RI J T.O.Cones Light Well(2'-6'above U n er OCSOOISSF xrcEFFOEML srus. u,u.wsw.L Pr000setl F.F. $_ r F t ..iii ii,)h ELEV-89'-1 1 4"(V.I.F.) T.O.Conc.Lower LeveliTBD ._L y _ mmovu ES-86'-T1/4"(V.I.F.)(T60) L -___ _ _ _ L i. T.O.Conc.Grotto(TBD)_ ELEV-86,3 1/4'N.I.F.)(TBD) ACH 101'-5"=7895.5 ELEV(V.I.FJ 15'Maximum.Subgrade Line of F.F. SEAL 1 �: PROPOSED ELEVATION/ SECTIONS - SOUTH ELEVATION (INTERIOR : HISTORIC VICTORIAN) :: 121 WEST BLEEKER ISSUANCE DATE SCALE:1/4"=1'-0" MATERIAL LIST: i HPC PROVISIONS: NOTES: KEY PLAN LEGEND: PRIOR TO 1. FOR DOOR AND WINDOW 1. TAG BELOW RESPECTIVE Si COA PERMIT 2024 MATERIALS ELEVATION TAG: . 1 COMMENCEMENT 0 WINDOW TAG FOR ANY&ALL SCHEDULES SEE A-10.00 SERIES ELEVATION TRUE e NORTH 1. PAINT LOCKED SEAMLESS PANELED METAL ROOFING WITH MATTE FINISH TO MATCH VERTICAL WOOD CEDAR FINISH 1.METAL 1.5"FLASH CAP UTILIZED WHEREVER NEEDED. SCALE O N HISTORICAL WORK IS 2. 1 x 4 VERTICALLY APPLIED PAINTED CEDAR SHIP-LAPPED SIDING.PREMIUM SELECT CLEAR GRADE 1"VERTICALLY INSET BATTEN DETAIL-PATTERN RANDOM.NAKAMOTO FORESTRV'SHOU SUGI BAN'SUYAKI OR GENDAI FINISH.ALTERNATE:STAINED CLEAR GRADE NUMBER 2 CEDAR SIDING VERTICAL , 15.9° i x4 SHIPLAP APPLICATION. PERFORMED IN FIELD fD a WINDOW TAG PROJECT#121-BLEEKER 3. TEMPERED GLASS SKYLIGHT CONDITIONS WITH STEEL FRAME CONSTRUCTION.DESIGN BASIS FOR ALL SKYLIGHTS TO BE ANTI-SLIP CLASSIC GLASS GRIT WALKABLE SKYLIGHT OR EQUIVALENT.OPAQUE FINISH.DAYLYTE(FORMERLY AIA INDUSTRIES-DENVER). - �_� DRAWING TITLE: 4. BASALT GRANITE OR PORCELAIN PANEL WALL APPLICATION.POURED CONCRETE STAIR AND PATIO AREAS WITH CHAMFERED EDGE AND ACID ETCH FINISH.COLOURT.B.D.ALTERNATE:BASALT GRANITE CUT STONE SLABS-FLAMED FINISH-2-1/4"THICK MINIMUM. 1.NO REMOVAL OF ANY ORIGINAL SAFETY GLAZING ®� ' 5. PROPOSED GLAZING&DOOR SYSTEMS.BASIS OF DESIGN:LOEWEN OR PELLA ARCHITECTURAL SERIES.ALL WINDOW AND DOOR UNITS FACTORY ASSEMBLED-NFRX STICKER RATED FOR FIELD INSPECTION ALTERNATE:NANA WALL HIGH ALTITUDE GLAZING SYSTEM WITH ANODIZED ALUMINUM PERIMETER ORIGINAL WALL FRAMING P®IN Fl FRAME FINISH.ALL NEW WINDOWS AND DOORS WILL HAVE A FACTORY APPLIED NFRC STICKERED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY.ALL GLAZING SHALL BE TEMPERED SAFETY GLAZING U.O.N.DOOR FOR KITCHEN AREA TO BE LIFT-SLIDE CONSTRUCTION-NFRC STICKERED OR HISTORIC JOISTS SHALL BE PROPOSED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY. ALL GLASS SHALL BE ALLOWED WITHIN THE HISTORIC ELEVATIONS 6. ASPHALT SHINGLE OR DA VINCI COMPOSITE ROOF APPLICATION EQUIVALENT.NATURAL FINISH WITH TRADITIONAL INSTALLATION PER ASPEN HPC REQUIREMENTS.CLASS"A"FIRE RATED BASE ASSEMBLY AS REQUIRED TEMPERED/SAFETY GLASS UNLESS D LIGHTING/FIXTURE LOCATE T. 1 x 4 VERTICALLY APPLIED CEDAR SHIP-LAPPED SIDING.PREMIUM SELECT CLEAR GRADE 1 x 4 x12 SHIPLAP WITH I'SHADOW PROTRUSION DETAIL. RESOURCE.NOR SHALL ANY OTHERWISE NOTED gl 8. REGIONAL ASHLAR RECTALINEAR CUT TRADITIONAL MORTAR STONE APPLICATION-CATHEDRAL GREY.MOCKUP OF STONE TO BE APPROVED BY DESIGNER AND OWNER PROR TO FULL COMMENCEMENT. HISTORICAL EXTERIOR MATERIALS BE L Ieu::A 9. 1 x 4 HORIZONTALLY APPLIED CEDAR SHIP-LAPPED SIDING.PREMIUM SELECT CLEAR GRADE 1 x 4 x12 SHIPLAP WITH 1/2'SHADOW REVEAL DETAIL. REMOVED/MODIFIED PRIOR TO 0 2'-0" 4'-0" 1 10. HYDROTECH EXTENSIVE GREEN ROOF SYSTEM OR EQUIVALENT.9"MAX.ASSEMBLY DEPTH ADDITIONAL REVIEW AND APPROVAL 11. 5"(V.I.F.)HORIZONTALLY APPLIED PAINTED WOOD TRADITIONAL/CLAPBOARD LAP SIDING W/8"INSET PATTERN SET BOARDS AS EXISTING.5"VERTICAL CORNER BOARD TERMINATIONS.ALL REPAIR/REPLACEMENT AS APPROVED BY THE ASPEN HPC TO MATCH EXISTING CONDITIONS.RESTORATION BY HPC STAFF. EMERGENCY lem DRAWING NO: Z OF WEST AND SOUTH FACADE WALL AREAS AS REQUIRED TO RESTORE INTENDED PATTERN OF EXISTING CONDITIONS TO THE WEST AND EAST FACADES ALONG CORNERS ESTABLISHED BY GRID-LINE 5.0/EX-PR. C0 12. GENERAL NOTE:ALL HISTORICAL WINDOWS TO BE RESTORED/REPAIRED AS NECESSARY BY AN HPC APPROVED SUBCONTRACT ENTITY.ASPEN RESTORATION COMPANY AND/OR PHOENIX RESTORATION RECOMMENDED FOR ALL HISTORICAL WINDOW AND DOOR CONSIDERATIONS. SCALE: �/4 = -O W 13. GENERAL NOTE:ALL ORNATE DETAILING SPECIFIC TO EXISTING HISTORICAL VICTORIAN TO BE MAINTAINED.REPAIR AND REPLACE ELEMENTS AS DETERMINED NECESSARY PER ALL ASPEN HPC APPROVALS.MATCH EXISTING CONDITIONS WHEREVER POSSIBLE. 2.DESIGN PROJECT TO RETAIN ALL ESCAPE p IA. HORIZONTALLY APPLIED TRADITIONAL OCTAGONAL SCALLOP PAINTED WOOD SHINGLE.AS NECESSARY REPAIR AND/OR REPLACE PER HPC APPROVAL REQUIREMENTS. PERIMETER FRAMING,PORCH AND A-30.08 y 15. 15 GAUGE HOT ROLLED STEEL PANEL PLANTER WITH BLUE STEEL FINISH-LIGHTWELLS/PLANTERS ROOF JOISTS.SISTER IN NEW EMERGENCY EGRESS WINDOWSE 18. GENERAL NOTE PAINTED WOOD FASCIA AND SOFFIT CONDITIONS.MATCH EXISTING HISTORICAL CONSTRUCTION AS NECESSARY SHOULD REPAIR/REPLACEMENT BE NECESSARY.ROOF&FLASHING-EXTRA DARK BRONZE-ANO 304 ANTHRA ZINC MATERIAL AS NECESSARY.IF A ALL SHALL HAVE ESCAPEEG 4E" LL 17. FIREPLACE FLUE/VENT SHROUD-METAL FRAME AUTOMOTIVE PAINT LOCK FINISH(BLACK)WITH MCNICHOLS DESIGNER PERFORATED ALUMINUM METAL SCREEN PANELS-DIAMOND PATTERN/GRECIAN ALLOY TYPE 3003-H14-MILL FINISH. CONFLICT OF PROPOSED AND 18. RESTORE EXISTING MASONRY CHIMNEY AND ELEMENTS AS NECESSARY PER HISTORICAL INFORMATION AS BECOMES KNOWN HISTORICAL CONDITIONS EXIST,HPC A.F.F.UNLESS OTHERWISE NOTED O TO BE NOTIFIED FOR REVIEW AND (SEE ELEVATION AND SECTION - APPROVAL. DWGS). COA-BP::JAN 2025 w cc m J w U Z o LU J z d mw • I 0 ` I PR I I PR € `I PR PR``PR I PR I PR PRX/PPE I PR PR/ wce w J m z - T.O. -135-2Ch"(0/I LTBD) (V ELEV-135,2 1/8"(V.I.F.) I 1 I I I I I Ft I I Q N I I 1 1 1 1 I I I I '�I)l �'�E� ~ wl I I ��I�IC� I I I 1" �-m $ I�� „ I I I L� I ���= J /© OWNERSHIP T.O.i6/t2 N-S Rid ePri ary Gable �'' ELEV 130,101/8"(V.I.F.) 1 m ��� .� II k �, i leeker LLC 1 l l l l ; -`V 121 West Bleaker Street �_ `a / Aspen,CO 81611 PV-2 PV-3 PV-4 PV-5 PV-6 T I 25'R H Height Limil y I -.-.-.-. ---- ---- ---- _ __ LI // i GENERAL CONTRACTOR T.O.16/12 E-W Dormer Ridges •ELEV 125'-71/4"(V.LF.) 0 ., ,�-/. Independence Construction Group I) \ ir ( Midland COlO Avenue, az na 2D2 I � PV-8 PV5 PV-10 PV-11 PV-12 ��l (D1Basalt. ,s4 T.O.16/12 Rid a Seconds Cross Gable I 6 E W e� A ,... ��_ ,. -"'��t\ / szo2re5n,n1 ELEV-122-11"(V.I.F.) ell I, �JS - �W A, �l _ www.cgeapen mm � per- 1 lI �� I L „Ii �� �� �� T.O.16/12 E-W Dormer S r ng Points ,3 ELEV 12t 5(VLF.) - - - T t�e'�Vf; - tI /mow, / PROJECT DESIGNER I 1 I """I"„�, ,ince_ CITY REPRESENTATIVE I I �� :�i'ki lill I El 1 -**41.* e\4,..,1.-- p e,z L ��.C��� l���7 I� 1FBOay g201gn IF I61 6 6 II I6___ �A www, v - 1fa �a t�.� �,j /r LANDSCAPE ARCHITECT T.O.Upper Level 16/12 Pnng_Point - _ � � 1 ,� >•- 3wnMarvsttso-e«ign ELEV it3'E"(V I.F.) _- ii' T -/4': 21�1,��.���.//,,,, '�/- www.connactonadn an` tN� f _ 9'� ' anal cowraao e,s-I -- \o`- 7 '/On r.wa.ass sas7 -Lti�. ,• Fy, SURVEY ENGINEER T.O.PIwd Upper(HOId Ex.PIwtl. . _- _ _U_ __tuii , _-_ -- __ _ �.� /" ELEV 111'10(V.I.F.) ) j ci 1 IN _I_ I .._ I ' r T.O.Plate Man Level Not Lower-TBD _ 4Boundaries Unlimited Inc. ELEV-110'-51/4"(VIF) - - -- -- - - r= - sza Cooper Ave H �IIIIIIIIIII IIIIII IIIIIIIIII 1 ; ii , 923 Coopod rerenu.Sune20 I�E�JIIIIIIR�������IIIIIIIIIIII L I ' iiii 0905.52e2 `� % wew.bulnc.wm li 6) le == _ ----a 1 C I w W o, CIVIL ENGINEER ti 11��Ir O _--- --- -� / 0,0 '' Boundaries Unlimited Inc. D Ian ez3ce�reanuas�o, � I < Glenwood Springs,GO 01501 I O III C--- _ 1 1-I J eroauszsz l ---- ---- www.bu;nu.nom T.O.F.F.Main Lvl.Entry(Victorian) i -• 11III I�II�111111 ELEV-101'-5"(V.LF.) �� I T.O.F.F.Main Level _ �� ELEV-10o' "(V.LFJ ' r ,, \ I STRUCTURAL ENGINEER T.O.PIwd.Main Level(13"lower --- --- than asing XOOr -- ice James Jackson Romeo,P.E. ELEV100'-0" .I.F.) P-- -� OIr_ 33i ___ Structural Design Consultant,LLC 3901 Mountain Drive 911 --1L L_ Glenwood70.94 Springs,C00,00t , T.O.Ceiling Lower(Subgrade)Level(Not I I L L us marotwm I w w r l Lower-TBD) 1 1 MEP ENGINEER ELEV-96'-91/4'(V.LF.)-� L_ HPC NOTE: L_F PRIOR TO COMMENCEMENT Spacek noble•!Nevins F FOR ANY&ALL B rglneering Inc. Beaver Creek Blvd..Suite 102 HISTORICAL WORK IS Awn,.81620 PERFORMED IN FIELD 2:303.900.8282 /�(�l` I wew.ai g e g co rn I r T.O.Conc.Light1 Well(2'-6"abovea bove 4 _'-L erne=s..rr. ..e>amnvk ELEV-d F1/4"(V.I.T.) T -� 1--' TOM NOTIFIED T.O.Cones Lower Level(TBD L__-J APPROVAL. raaaawaw ago ELEV-86'-7 1/4"(V.I.F.)(TBD) T.O.Conc.Grolto D](TB ELEV-86'-3 1/4"CV.I.F.LCTBDJ II ilk ACH 101'-5"=7695.5 ELEV(V.I.F.) 15'Maximum.Subgrade Line of F.F. SEAL t P6 PROPOSED ELEVATION/SECTIONS - SOUTH ELEVATION (REAR ALLEY) :: 121 WEST BLEEKER ISSUANCE DATE 30.0 " MATERIAL LIST: iMIL iii. HPC PROVISIONS: NOTES: KEY PLAN LEGEND: PRIOR TO Si COA PERMIT 2024 MATERIALS ELEVATION TAG: . 1 1. FOR DOOR AND WINDOW 1. TAG BELOW RESPECTIVE COMMENCEMENT SCHEDULES SEE A-10.00 SERIES ELEVATION 0 WINDOW TAG FOR ANY&ALL TRUE e NORTH t. PAINT LOCKED SEAMLESS PANELED METAL ROOFING WITH MATTE FINISH TO MATCH VERTICAL WOOD CEDAR FINISH 1.METAL 1.5"FLASH CAP UTILIZED WHEREVER NEEDED. SCALE O N HISTORICAL WORK IS 2. 1 x 4 VERTICALLY APPLIED PAINTED CEDAR SHIP-LAPPED SIDING.PREMIUM SELECT CLEAR GRADE 1"VERTICALLY INSET BATTEN DETAIL-PATTERN RANDOM.NAKAMOTO FORESTRV'SHOU SUGI BAN'SUYAKI OR GENDAI FINISH.ALTERNATE:STAINED CLEAR GRADE NUMBER 2 CEDAR SIDING VERTICAL , 15.9° i x4 SHIPLAP APPLICATION. PERFORMED IN FIELD fD a WINDOW TAG PROJECT#121-BLEEKER 3. TEMPERED GLASS SKYLIGHT CONDITIONS WITH STEEL FRAME CONSTRUCTION.DESIGN BASIS FOR ALL SKYLIGHTS TO BE ANTI-SLIP CLASSIC GLASS GRIT WALKABLE SKYLIGHT OR EQUIVALENT.OPAQUE FINISH.DAYLYTE(FORMERLY AIA INDUSTRIES-DENVER). - �_� DRAWING TITLE: 4. BASALT GRANITE OR PORCELAIN PANEL WALL APPLICATION.POURED CONCRETE STAIR AND PATIO AREAS WITH CHAMFERED EDGE AND ACID ETCH FINISH.COLOURT.B.D.ALTERNATE:BASALT GRANITE CUT STONE SLABS-FLAMED FINISH-2-1/4"THICK MINIMUM. 1.NO REMOVAL OF ANY ORIGINAL SAFETY GLAZING -I ' 5. PROPOSED GLAZING&DOOR SYSTEMS.BASIS OF DESIGN:LOEWEN OR PELLA ARCHITECTURAL SERIES.ALL WINDOW AND DOOR UNITS FACTORY ASSEMBLED-NFRX STICKER RATED FOR FIELD INSPECTION ALTERNATE:NANA WALL HIGH ALTITUDE GLAZING SYSTEM WITH ANODIZED ALUMINUM PERIMETER ORIGINAL WALL FRAMING P®im FRAME FINISH.ALL NEW WINDOWS AND DOORS WILL HAVE A FACTORY APPLIED NFRC STICKERED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY.ALL GLAZING SHALL BE TEMPERED SAFETY GLAZING U.O.N.DOOR FOR KITCHEN AREA TO BE LIFT-SLIDE CONSTRUCTION-NFRC STICKERED OR HISTORIC JOISTS SHALL BE PROPOSED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY. ALL GLASS SHALL BE ALLOWED WITHIN THE HISTORIC ELEVATIONS 6. ASPHALT SHINGLE OR DA VINCI COMPOSITE ROOF APPLICATION EQUIVALENT.NATURAL FINISH WITH TRADITIONAL INSTALLATION PER ASPEN HPC REQUIREMENTS.CLASS"A"FIRE RATED BASE ASSEMBLY AS REQUIRED TEMPERED/SAFETY GLASS UNLESS D LIGHTING/FIXTURE LOCATE 7. 1 x 4 VERTICALLY APPLIED CEDAR SHIP-LAPPED SIDING.PREMIUM SELECT CLEAR GRADE 1 x 4 x12 SHIPLAP WITH 1"SHADOW PROTRUSION DETAIL. RESOURCE.NOR SHALL ANY OTHERWISE NOTED gi B. REGIONAL ASHLAR RECTALINEAR CUT TRADITIONAL MORTAR STONE APPLICATION-CATHEDRAL GREY.MOCKUP OF STONE TO BE APPROVED BY DESIGNER AND OWNER PROR TO FULL COMMENCEMENT. HISTORICAL EXTERIOR MATERIALS BE L Ieu::A 9. 1 x 4 HORIZONTALLY APPLIED CEDAR SHIP-LAPPED SIDING.PREMIUM SELECT CLEAR GRADE 1 x 4 x12 SHIPLAP WITH 1/2'SHADOW REVEAL DETAIL. REMOVED/MODIFIED PRIOR TO 0 2'-0" 4'-0" IJ 10. HYDROTECH EXTENSIVE GREEN ROOF SYSTEM OR EQUIVALENT.9"MAX.ASSEMBLY DEPTH ADDITIONAL REVIEW AND APPROVAL 11. 5"(VLF.)HORIZONTALLY APPLIED PAINTED WOOD TRADITIONAL/CLAPBOARD LAP SIDING WI8"INSET PATTERN SET BOARDS AS EXISTING.5"VERTICAL CORNER BOARD TERMINATIONS.ALL REPAIR/REPLACEMENT AS APPROVED BY THE ASPEN HPC TO MATCH EXISTING CONDITIONS.RESTORATION BY HPC STAFF. EMERGENCY lem DRAWING NO: Z OF WEST AND SOUTH FACADE WALL AREAS AS REQUIRED TO RESTORE INTENDED PATTERN OF EXISTING CONDITIONS TO THE WEST AND EAST FACADES ALONG CORNERS ESTABLISHED BY GRID-LINE 5.0/EX-PR. (0 12. GENERAL NOTE:ALL HISTORICAL WINDOWS TO BE RESTORED/REPAIRED AS NECESSARY BY AN HPC APPROVED SUBCONTRACT ENTITY.ASPEN RESTORATION COMPANY AND/OR PHOENIX RESTORATION RECOMMENDED FOR ALL HISTORICAL WINDOW AND DOOR CONSIDERATIONS. SCALE: �/4 = -O W 13. GENERAL NOTE:ALL ORNATE DETAILING SPECIFIC TO EXISTING HISTORICAL VICTORIAN TO BE MAINTAINED.REPAIR AND REPLACE ELEMENTS AS DETERMINED NECESSARY PER ALL ASPEN HPC APPROVALS.MATCH EXISTING CONDITIONS WHEREVER POSSIBLE. 2.DESIGN PROJECT TO RETAIN ALL ESCAPE p 14. HORIZONTALLY APPLIED TRADITIONAL OCTAGONAL SCALLOP PAINTED WOOD SHINGLE.AS NECESSARY REPAIR AND/OR REPLACE PER HPC APPROVAL REQUIREMENTS. PERIMETER FRAMING,PORCH AND A-30.09 y 15. 15 GAUGE HOT ROLLED STEEL PANEL PLANTER WITH BLUE STEEL FINISH-LIGHTWELLS/PLANTERS ROOF JOISTS.SISTER IN NEW EMERGENCY EGRESS WINDOWSE 18. GENERAL NOTE PAINTED WOOD FASCIA AND SOFFIT CONDITIONS.MATCH EXISTING HISTORICAL CONSTRUCTION AS NECESSARY SHOULD REPAIR/REPLACEMENT BE NECESSARY.ROOF&FLASHING-EXTRA DARK BRONZE-ANO 304 ANTHRA ZINC MATERIAL AS NECESSARY.IF A ALL SHALL HAVE ESCAPEEG 4E" K 17. FIREPLACE FLUE/VENT SHROUD-METAL FRAME AUTOMOTIVE PAINT LOCK FINISH(BLACK)WITH MCNICHOLS DESIGNER PERFORATED ALUMINUM METAL SCREEN PANELS-DIAMOND PATTERN/GRECIAN ALLOY TYPE 3003-H14-MILL FINISH. CONFLICT OF PROPOSED AND 18. RESTORE EXISTING MASONRY CHIMNEY AND ELEMENTS AS NECESSARY PER HISTORICAL INFORMATION AS BECOMES KNOWN HISTORICAL CONDITIONS EXIST,HPC A.F.F.UNLESS OTHERWISE NOTED TO BE NOTIFIED FOR REVIEW AND (SEE ELEVATION AND SECTION APPROVAL. DWGS). COA-BP::JAN 2025 w ..,_ .. . ..: ,:,,,... ... .4_ 11 ..:"it W w m F. 0 m w CL 2_ '.* '' 1 • '''.. -4- ' ' Y 4-f r• V • 'lit O,r S-3. ,3^-i -/-3^ 3., w w n � w . : . '1S,- ' -"A , . , .,,,,,,, 4- n., --.;.7' '" i .40 f• ' I. it ist a r�• " c ±T I4 ,3. �2:dolt ',� ' i ';t'� - '�'F 5-5— OWNERSHIP .,, Ili..' ' ,�7. tl}11/z 4`7 a i/z',r-3'#a I/z'�- 1/r f I I/z" i/z^ Owners: ii 121 W Bleeker LLC 3' 3/ {II, 3^ A 121 West Bleeker Street •r , , f r� , ,I� A ,I� ALL SIDES CONSISTENT WITH INTERIOR z-z Aspen,CO 81611 / /� (. f f RECESSED CROSS DETAIL.SIZING BASED y-3"-i -fi Y-3'-/- f '� y•' ! JJII ,JI ALL SIDES CONSISTENT WITH INTERIOR 1 .I / ON PHOTOGRAPHIC RESOURCES AND I / 2. 2. r a, l f ff RECESSED CROSS DETAIL SIZING BASED r f COUNTING THE MASONRY COURSES i it I/ I I/21.�11/z GENERAL CONTRACTOR I• I ON PHOTO RAPHIC RESOCOURSES ,I I ' I TO ESTABLISH DETAIL AND SIZE T. Independence Construction Gmup TO ESTABLISH DETAIL AND SIZE PROPOSED CHIMNEY RECREATION a Miebntl Avenue,Une 202 PER EXISTING HISTORICAL REFERENCE ,In PROPOSED CHIMNEY RECREATION ,In IMAGING.HISTORICAL CHIMNEY APPEARS e9702795171 a162 f ` PER EXISTING HISTORICAL REFERENCE I• TO HAVE•BEEN CREATED FROM A 3 x 3 x 6 "v"r''mBBm^'mn' J 'F IMAGING.HISTORICAL CHIMNEY APPEARS J MASONRY UNIT.BRICK MATERIAL AND S, I. _ TO HAVE BEEN CREATED FROM A 3 x 3 x8 r \ METHODS TO BETOBEREVIEWE°AND { to lx T MASONRY UNIT.BRICK MATERIAL AND q MONITOR PRIOR TO COMMENCEMENT 1 METHODS TO BE TO BE REVIEWED AND APPROVED BY BY HPC STAFF AND } e } `� 1/ C PROJECT DESIGNER/ T. APPROVED BY BY HPC STAFF AND _ r MONITOR PRIOR TO COMMENCEMENT IA CITY REPRESENTATIVE — ———— — -3 Friday Design : —— + J'/ O BOX Aspen.Colorado B1 612n�. — —— :Ft -m RIDGE LINE H T.9)0 300065 lo I I www.ltrHer.com lo — y.1'T. I I fa �L— L_r LANDSCAPE ARCHITECT T ` PROPOSED CHIMNEY RECREATION Connect lDesign n PER EXISTING HISTORICAL REFERENCE 350 Marl.Street Una 30] 2 ,� / IMAGING.HISTORICAL CHIMNEY APPEARS Bedell Colorado e1621 rI, TO HAVE BEEN CREATED FROM A3x3xfi T.970.365.5457 MASONRY UNIT.BRICK MATERIAL AND vmw.cnnaclonadesign.com - METHODS TO BE TO BE REVIEWED AND io APPROVED BY BY HPC STAFF AND \ , II r MONITOR PRIOR TO COMMENCEMENTSURVEY ENGINEER 1 II Boundaries Unlimited Inc. 923 Cooper Avenue.Soft 201 11111111Lit Glenwood Springs,CO 8.01 /1'\HISTORIC CHIMNEY RECREATION BLEEKER/ALLEY ELEVATIONS (2 HISTORIC CHIMNEY RECREATION SIDE YARD ELEVATIONS /31HISTORIC CHIMNEY RECREATION —PLAN T:;.e <'wm A5.01 SCALE:1-1/2"=1'-0" A5.01 SCALE:1-1/2"=1'-0" A5.01 SCALE:1-1/2".1'-0" CIVIL ENGINEER Boundaries Unlimited Inc. ae.Sune zo1 HISTORICAL CHIMNEY IMAGING-SIDE AND FRONT YARD PERSPECTIVE VIEWS cknwoescnnaa,co e,a91 aww.6a,nenm �^ STRUCTURAL ENGINEER James Jackson Romeo,P.E. Structural Design Consultant,LLC PORCH Glenoodsp<www5retntotu�s,CO81601 �!� MATCH EXISTING CLAPBOARD SIDING 121 h "1 (BLEEKER / EXTERIOR BEYOND) oom MEP ENGINEER iiiL-'4141. ,4'o1 3.5"CLOSED CELL INSULATION BETWEEN 2x4 3/4"THK.STONE TILES, SpaceknlmUis a Sinuses • I!iil6 Englneerin9lnc. Iftill z i� ��� WD STUD WALL(R-20 PER REScheck SEE FINISH SCHEDULE st Beev.rcreeeewa..Sene lot IIIIi1'i R-VALUE) 21"LIGHTWEIGHT REINFORCED van,eao a�ez i�jl �6 MORTAR BED WITH EMBEDDED aw.x 9 e 9co - HYDRONIC HEATING SYSTEM I:i1�'• �4 �. 'HYDROTECH'HYDRODRAIN AL i %''THK DensGLASS MATCH EXISTING I il ,�41 3"THK.40 PSI XPS FOAM INSULATION i DRIP CAP — I i• ��,• PROTECTION LAYER i/�� 'HYDROFLEX'30 OR SIMILAR MATCH EXISTING a I 01110011�� 'HYDROTECH'MEMBRANE: WATERTABLE TRIM BOARD 01160.411, MM 6125 FR \ i 1 (2)2x MUD SILL(TREATED WOOD)WITH .ai•,I���N N TOP OF DECK PAVER ANCHOR BOLT CONNECTION TO TOP OF CONC.WALL �I - : -� o.CONCRETE WALL Ill111111111111111111111111111111111111111111111111111:U111111111111111111111111111I t i ---2• — P f PLY ELEV 100'-9" TO o L - I li,i e�me__ee.::.::..:..:..::.:.e___-eeexec:_____---_______-eee_e______e_e_e____e_eee____:__e_e_e______e_e: „: " PTD METAL FLASHING TO MATCH EXISTING 11+' 1Wilr �r � ��7 PWIT- T'�M� �q� TIT \ 100-8 r_ ARD PIONEER ASHRER IM SOTONE 04 9 ._I /�''0•';F'R'**�**':;:'*�*�*':;:;;�:*�,;;'�� *��;�� M SEAL � 1 VENEERS+MUD SET(TO BE ��PER STRUTURAL ���������� �� �� �� l l . Al / ) APPROVED BY HPC) y i ��;��:;�G;:��1:11�1:11�i:lit�S��0�������ii - INy�� 2" Ill 1 FLOOR TOP OF CONC.LEDGE ISSUANCE DATE 2x NAILER �i 1 ''—I 111 1111I I11 I I I I'`'`'-...,..... 0 ,:.,., 8 1/2" 1 1/011.":""00. 99'-9i" ���' a a E AREAS ::�' SUBSTRATE ''illl 1•�:••i CLOSEDINSULATION BACKFILL —III 1111 a Ilit.I1 (R49 PER RESCHECK R-VALUE) 1, (SEE CIVIL&STRUCTURAL y='rjjjj a Q 1��'��. • �. GE DRAWINGS NICALFOR SLOPE REQUIREMENTS) "Willi y 4 '�WM ','1 01 COA PERMIT 2024 Eli! �''0�6 - VERTICAL FOUNDATION WALL TREMDRAIN 1000 ...r 00 eee. WATERPROOFING SYSTEM 2"RIGID INSULATION mlpp a a a 1���,,._, �•ly ,. .. B.O.CEILING 4 SCALE BASIS OF DESIGN: TUFF N DRI H8 RIB �� •; -'1 il ELEV 98'-3" I .la°,1111 1� �46- 1Yz COLD ROLLED CHANNEL(0 48 OC.MAX.) PROJECT#1LE BLEEKER 'TREMCO TUFF-N-DRI H8' MEMBRANE ]" (CLG BOT.of RN.GYPBD-10'-0") — ,RiE! 4 a ,MAO: /6 HAT CHANNEL(®24 O.C.MAX.) DRAWING TITLE: I.r e• J - a 10" DETAILING-HISTORICAL EE STRUCTURAL DWGSI. CHIMNEY RECREATION •• _ 2 x 4 FURRED OUT INTERIOR WALL /STONE BASE JW/CLOSED CELL INSULATION Z - (R19 PER RESCHECK R VALUE) DRAWING NO: '(E I... • ,".16..- , --: ./) 4 121 SKIRTBOARD / STONE CONDITION o A5.01 SCALE:1-1/2"=1'-0" A.50.01 & HISTORICAL CHIMNEY IMAGING-SIDE AND FRONT YARD PERSPECTIVE VIEWS JAN 2025 w Et M J F. ASPHALT SHINGLE Y ALPINE/UT RATED W W (v) Z W o m w j4, "GRACE ICE&WATERSHIELD HT" `/'• J Z It UNDERIAYMENT CO W a a ST6 ALPINE SNOW GUARDS �/ 13 m PER CODE(1 OF 3 ROWS) /' 4114k I iy, ,.....� STANDING SEAM METAL ROOFING (4 N W m 5/8"DENS DECK SHEATHING �•O��•�•�p MECHANICALLY SEALED.1-1/2" W Lu (TO RATE ROOF CLASS'A'FIRE RATING) /'Ss����:.' S _ PANELIFASTENINGB HEIGHT FOR SOLAR NON COMBUSTABLE GWB �::;��•r�•�:�t/f mod" �� Z \x ��jG��•-�•�•: 3/4"PLYWOOD SHEATHING >sssssaf ss sr >ss srs sts's - 1 r Cr 0 Flame Spread and 0 Smoke Development `�•�•j• •• PER STRUCTURAL /t••••••••••� "GRACE ICE&WATERSHIELD HT" when tested in accordance with ASTM E84 and • • •�- •• CAN ULC-5102. I G•••.1,,.�•�•� 3/4"PLYWOOD SHEATHING UNDERLAYMENT / ♦ • ���— 2 X 4"HISTORICAL FRAMING UL Classified for resistance to extemal fire sources * *046440'�•�, PER STRUCTURAL ♦•.1144$•••� TYVEK OR EQUIVALENT BUILDING 5 8'DENS DECK SHEATHING [per ANSI/UL 790 and CAN/ULC-5114]. i••��•• •jI / / • • //// PROTECTION WRAP AROUND UL Classified for resistance to fires below roof •••••w•�•i1y� (TO RATE ROOF CLASS'A'FIRE RATING) OWNERSHIP [per ANSI/UL 1256] /�' ♦��•10 41" HISTORICAL FRAMING R49(8"MIN.)SPRAYED IN NON COMBUSTABLE GWB �! 1•••••�•••••• INSULATION ROOF R VALUE49 Owners: S ,1••••ry•••••x R49(8"MIN.)SPRAYED IN PER RESCHECK — •• ••••••1 — — 121 W Bleeker LLC ` ♦•••�•I•••••� INSULATION ROOF R VALUE49 • • • 0 Flame Spread and 0 Smoke Development 121 West Bleeker Street 0:14 �♦••••r PER RESCHECK ♦;4I0Off•Mal1,•� when tested in accordance with ASTM E84 and Aspen,CO 81611 2 X 12 STRUCTURAL FRAMING STRUCTURAL FRAMING CAN/ULC-5102. r/.. �•10111�••��•I PER ENGINEER.FRAMING SISTERED PER ENGINEER. UL Classified for resistance to external fire sources •;••'�j•;;•�1 ONTO HISTORICAL MATERIAL [per ANSI/UL 790 and CAN/ULC-5114]. GENERAL CONTRACTOR ♦�••I•• •• ••10140 .01' INTERIOR FINISH PER SCHEDULE INTERIOR FINISH PER SCHEDULE I UL Classified for resistance to fires below roof Independence Construction Gmup WO**0.��••� OVER 5/8"GWB SHEATHING OVER 5/8"GWB SHEATHING f [per ANSI/UL 1256] Midland Avenue,Unit 202 ' 1.411��00, ksrrs><ssasmrms><ssamsrsrs><ssasms<ss<s><ssasssss,,,,,,=s><ssamsmn 011, a 97oiie.5171 6n PROJECT DESIGNER I CITY REPRESENTATIVE Design Aspen. Colorado ( yTYP)2 CLASS 'A' ROOF ASSEMBLY - NEW ADDITION PO BOX o6$6,6,2 1: � 'I (TYP) CLASS 'A' ROOF ASSEMBLY - VICTORIAN SCALE:1-1/2"=1-0" LANDSCAPE ARCHITECT ConnectI Design 350 Marl.Street unit 307 SURVEY ENGINEER Boundaries Unlimited Inc. sn cooper Avenue.Soft 201 Glenwood Springs,CO 01601 wwvi.bu4nc5wm CIVIL ENGINEER Boundaries Unlimited Inc. 925 e,sena rot Gle wnw000d Springs,CO 01.1 www.bwnc.com `V STRUCTURAL ENGINEER James Jackson Romeo,P.E. Structural Design Consultant LLC--II 3901 Mountain[M.P. Gis9..4742 mo.Springs.mmO 0160t /�. } www MEP ENGINEERSpeak (��l Engineering Inc. Blevins J.l Engineering Inc. 82 Ent BMW C,eek Blvd.,Suite tot Avon.CO 81620 SEAL ISSUANCE DATE 01 COA PERMIT 2024 SCALE PROJECT#121-BLEEKER DRAWING TITLE: ROOF ASSEMBLY/ CLASS A FIRE gi RATING U DRAWING NO: z O no w 0 A:50.02 ET 5 JAN 2025 iu m aam saawtp aupnpa .�nsr. Y '- Housemen nnnatun 03 WW ° a bolters Mao bwaapw Woe m�a�wr.p° X SP., wU ZDc {rlwkannbgay � a The of AsPen paw. DYb Z/ The City ty of Aspen it • Orr sad pit° m W v Spray loam ewmst. sa\Rimpor seam clobenioistrrim sea..dime .omit[Mine penetration otwP m , _ means q YB Pomµwnm closure balmbklpw iw°ii ,° Spray Foam In V! COW syaymmepanm,op plea • - Metes sowed,°gemer Window Jamb with Trim W° wp ° • p we,°. ry - ,notion pale mmurnamn soffit Intersection j W b LL Behind tub at exterior wall rV9 ,! ensund and sealed Houaewrap to spray foam root CNI o«vmermen "' vn°'..,u t",n,n rvn /ey.ra+eYUb Oen.,n DYb PMrrasWab bosom qa,. r Z e mm mp _ Bodmptlealdb sublime TaaPn Poe melee b soNp, Cr Housewra seat ° aprry aeruwnp anwex toms _J+ e'. vui wenrm., tuff dowse to psvnm ^roa 'h'lelulm to by pale - N'mgsrarnfdnmtaY Pons palm ddowses..,° tmu ,roua peal_ Window Jamb with Drywall Returns rim samba.rim. pm -prywet jee1.to top pet° OWNERSHIP Houaewrap to spray foam to housewrap Important areas to seal: Seal all penetrations of air barrier including: - - teens wall c*ywell srsmb.mn** CD -- Gw wemaro beh,m -Install per manufacturer's instructions Structural projections eteah°�l around as Z Owners: -Lap and tape all housewrap joints Exterior Receptacles Z a intersection of Imerio,Partition Wall and Ceiling Z (� 121 W Bleeker LLC -Tape all tears and holes in housewrap.Large holes may Exterior Outlets in ,wva,l sealed to botton,piste Rim Joist using Here Foam CO Z 121 West Bleeker Street require shingling in patched pieces of housewrap. Vents D oene D Aspen,CO 81611 -Use appropriate fasteners per manufacturer's instructions; Wiring oottmn pole sealed to subnoor Yw. typically this requires cap fasteners or taped staples Pipes J a —- sealed,°„m row,tuff oa w om eebe „pet. CO Q ix Sublloor -All joints,openings,and penetrations must be taped and — Q . edam par webawma GENERAL CONTRACTOR sealed. p.nm osule sowed I I.L Independence Construction Group -The bottom course of housewrap must be sealed to the W - ,,,plate,n, rl °rywX i°x°0b0""P`~ °jwA seYe41a 0v"°'"°'°'° dowse ae'db an'mP°m H W p ,ga Midland P.enua,unit zoz pmo seal aPe nod r.Ptop" ""'a 6bmpYbrumbaaam mmmalaeedm b Z men.colomm81821 ♦ foundation or sill plate(and then the sill plate sealed to the p W �..seat bo„om wmamm„ma„m P.m Rrbe dosm.a.aed p T:arozrss,T, ore mueee housemen foundation). 0) Behind fireplace at exterior wall tQ www.ipgesp.n.pom -The top course of housewrap must be sealed to the Z "°'°°'°°'°"'°s°"'°°' axa'�`aben�" _ _ sro,eww �o m°,ma„r. sheathing or top plate. oo. J = '' Tcerrrbew.abw+ Mee °am,B° wail t.otionu n Drywall Framing Z Q using mra g PROJECT DESIGNER I Seel nm,eerwaolo wa,.e. W Wt I " `" a"0 p t°"'°"a' Top Prrdb'.mn' Q CITY REPRESENTATIVE b m bP. +r.+wc W } CC U) ° X'>...,e U)ce 1FridPO ay Deign nn+nm,seeartio io ... y 812\D,,M,amex m naming ..i SeAls.,,.�, CC Papa.09.088COIOntd0 e, nW bi I Q \ Cantilevered F leer using Spray Foam — T9r0309.e665 yeMm AMC omlaanu taorang fremrq sewed to,n,n pr°nm Mow Cantilevered Floor using Floor Sheathing Y payay8,o weed Q www.tabay.cpm sreamry es wren wonxgeo+adb Woo `°"`"oui pvC°'°"'b°on i Chase lnbn.oi,,n with Exterior Wall Important areas to seal: Seal all penetrations of ai r barrier including: LANDSCAPE ARCHITECT ... r.w. `' 'I 1 — Pew/topped ana� rrt.� °,°pu„a°rz, ConnectiSDesign MI reamed tun, Between double sill plates Recessed cans aw raw street UM xr s.waw,.ea ✓ , .,pw w,ms,x seder Between sill plate and floor sheathing Receptacles Seal housemen 'weep°`^""^„'^°�'"' Basalt.worm we ,o lop ao,w ,,,,,,,,,„.,,,,°„ tmwe '° Rim joist areas Outlets TT.w0.asa.sner Housewra totl�� r www.connectomesign.com ""��� Seal gyp to window and door openings Vents Rim Joist with Double Plate Bottom p drywall ceiling to ems tommumnm p�i Wall Section using Houaewrap and Ceiling Drywall Kitchen soffits above wall cabinets Wiring rT Sheath and seal behind bathtubs,fireplaces,and chases along Pipes SURVEY ENGINEER aywee sealed m ammo the exterior wall. Gaps between HVAC registers and drywall Boa come,Oariesn,,,.son,Inc.1 0rywatiaM00` Weatherstrip attic access hatches Gmnwood springs,co 01881 0.9..5252 Alternate.Housewrapto foundation Detail:Houaewrap under sill Plate Sheath,as.,stop awr.buinawm Dwelling Separation Wall Intersection with Exterior Wall CIVIL ENGINEER Boundaries unlimited Inc. hu,nopom COOSter s pe lte sg zo, Glenwood s 52 co e,aw ,,:,-..,'.•!‘.'., 1,1111 / j �Isewe ors,e aw,mdmroa rcem, / 111 STRUCTURAL ENGINEER l d / - The City of Aspen The City of Asp, James Jackson Romeo,P.E. Structural Design Consultant LLC --II 3901 Mountain Drive.11 _ `/ don red Glenwood Sprngs CO B,aw /�. } 1 tI ore they two F�Tylc ..1C1-1111 i- �r. . .. 11� `\ wUs °°ie •••y'•• Bwl WtebNba M.nM A mho trade www0rshucWm2.wm Seel Seal means ng muem bnma \ \ � � MEP ENGINEER sealed pints n wars..mentmmm •; e••� apecek Timble•Blevins wnnm n.,,,n,. •••+. Engineering Inc.East Beaver Window Jamb with)idm Window Jamb with Wood Trim mall Avon,CO 1620 nBlvd..Suite toe 8782 • Sheathinglrigid insulation to spray foam roof •••••• uw,n `pe+e'u g ° duo tie Important areas to seal: Seal all penetrations of air barrier including: Z -Caulk/glue/seal along the full length of double plates and Structural projections Z V)° stud packs. Exterior Receptacles CI) D Z -Seal between all framing members not encapsulated with Exterior Outlets D - = spray foam Vents -Applyspray foam in hard to reach areas before theyare Wiring J Isometric showing arm to ens realer in addition to spray roam P y � Soot between double — 2 Q Q covered up or provide access holes to allow spraying Pipes -sp,rv,p,,,,rim Q Q Important areas to seal: Seal all penetrations of air barrier including: UJ no W = WU Install per manufacturer's instructions Structural projections - o fit 0 } Tape/seal all sheathing joints Exterior Receptacles SEAL Use appropriate fasteners Exterior Outlets Li ,doco C7 Q Seal sheathing to top plates and bottom plates(or foundation) Vents Za pee. Z CC Seal sheathing to window and door openings Wiring J Ct J co Pipes Q W Q W /— ISSUANCE DATE (n UJ W' i Q Q t Eatmv Me,hnp sealed Bb,between Wow.p,..•.. m zit plans Seettwtwae^plate and floor sloe.. 01 COA PERMIT 2024 founuawngaee<t and seal to taundatnn g adequate es sealing Exmnwzheemnq zanlar, Con.//w firs Mw...awab.m.mr, so lx.,e w.lenmmr,ndn„an '�Sway leemmn SCALE rm PROJECT#121-BLEEKER *O. DRAWING TITLE: Anemate:Sheathing to foundation Detail:Sheathing to Go Plate DMag of Fandatian Cennewim as Saedan wing Spray Fern Well Section using Exterior sheathing and ceiling Drywall AIR SEALING PER COA PJ gi DRAWING NO: z O rn w 0 A-6.01 i COA-BP::JAN 2025 w Ce W J - ` hZ o GUEST PRIMARY 03 0 d "2_OPEN TO E ELOW Q C DN SUITE STAIR 14P,@73/4"=9'-1 2" U-200I a kt 13T@11" (Icndin sv.i.f.)...- CO x 11" 71" 11" 11" 11" 11" 11" 11" 11" 11" 11• 4'-5" W W J m TSB r 1r 11" 1rSAC ENGINEERED WOOD FLOORING PER scsED UtePLYWOOD DECKING SUBSTRATE xG.PwREua,RoP.r"AIN,UPPER / eDRI�waTIsm coupdxs Ire"ps HEIGHT n. D N Z J (lcnvf.( / WS IN FLOOR HEAT .SMOOTHIE PER ENGINEER FULL WITTI eAn5R@6-I1/1E =2'91/2" o z ,1 LIVING STAIR(UPPER): M-105 :: PLAN L RA°ae°"°abw=°r`IESPER w ° rm° SCHEDULE WeP„WOOD UNDERu>xEm.TREAD 8RISER �_■�a ilEi uli..'..�J1 A7.20 SCALE:1/4"=1'-0" , 0 O O .STAwsTRUCT..FULL MTH DA,IHSOUTIox FOR w z OWNERSHIP _ < SOUND REDUCTION p,»»»»»»,,,,,.,.,,,,,,,,. 3/4' Sre•INTEaIORnNISH PEP SCHEDULE o 5 11/4" II" 11" 11" a Owners: / Y =N 121 W Bleeker LLC _ ¢ 121 West Bleeker Street -- • �• N / ,eeiwaoO Ri°"rRUR O Aspen,CO 81611 �umv"our 3/8.. n \ / ELEVATIONS nlEPen =} e J \ GENERAL CONTRACTOR �r1 _ ` InaePenaeAve C,Unit 202 GroYP 106 WDER —7—I--I-7-7— ` — — — — — TIColorado and sinao2 _ 14 R @ 7 /4" 9'-1 2" Basalt. waaw com - 137@1 (la din sv.i.f.) `_' M ILUILI I - kr i=1!. p I _ _ _ — -A PROJECT DESIGNER/ 11^ 77" 11" 77" 11" 11• 11" n = n - Mmow-1I^ — — — — — — 1J-1I1� t Friday REPRESENTATIVE car-. cos- car-. cos- cos- 4 CITY R • IF 7 —L--L— nlnlnlnlnlnl��lnl�� •" IL� Hf Y928 PO BOX T — PapersG°I°ma 81512 7�t t}� �7 t 7 T.070 3000005 II 17----H 717' 1 1 T .r��j(1.��17 1 -4 ` K 1 1 I www.,ma.r.rmn s ....... UP 1 1 1 1 LANDSCAPE ARCHITECT ENTRY/STAIR Connect1Design Market350 Street Unit SOT MI M T.O.F.F.Main Level TO UPPER AR ATOMENTRY I ELEVlwd.MainLe el (3 TYP. STAIR FACE/ EDGE (EXPOSED) ae,ell.Colorado a, SIR -1021 1 J "T.O.PI 100'-0(Level) GUEST M-103 ITE 2 TYP. LIVING AREA STAIR SECTION ;eeelR°`em M-102 ELEV-100'-0" V.I.F. M-103 A7.21 SCALE: 1-1/2"= 1'-0' SURVEY ENGINEER DN2R@7"=1'-2" A7.20 SCALE: 1-1/2"=1'-0" SoanaarleYENGINE 1 T©1-2' (landing 4') T.O.F.F.Entry r LIVING AREA STAIR(MAIN) : M-105 :: PLE T.9 .525ngs,000t60nue.Suge°' sr ELEV-101'-5" V.I.F.) A7.20 SCALE:1/4"=1'-0" w.,.c.:an5wm 0',`1\c—, • 2" 4. - 4. / CIVIL ENGINEER -\ Boundaries Unlimited Inc. Avenue.Suge 201 Glenw.Springs.CO M., T.970.945.5252 www.Hwnn..m C^ STRUCTURAL ENGINEER TOP OF E.E.ENTRY • James Jackson Romeo,P.E. RAISED PLINTH:ENTRY 1'-0 Structural Design Consonant EEG 101'-3"" Gaon Mountain Springs, COIIII Glenwood70.9Sprigs,CO Bt Sot aoui,mv'1—� MPP.Ex7RVI 2 ps ctuml.wm c -IBUM UP PLINTH SUMMATEi ELDI \ IN • MEP ENGINEER 1 Ste WOOD FLOWING PEP SCHEDULE SpeakmuaNOODD LEVEL NG SUBSTRATE Engine TMbler!Nevins "' II .I siI oHT WEIGHT HEAT 82 East Beeave eHng lGre \ ...STRUCT PER PLYWOOD r Creek Blvd..Suite tot Avon,CO 81620 T.503.900.8782 \ TOP OF F.F.MAIN PLYWOOD ws,nnt.engineering.corn \ \ n- 1 I t.,.• ,.e,„,R, I tof e%r,; T �__—H `j L 4 TYP. STAIR FACE/ EDGE (EXPOSED) SEAL N s� // Pp A7.20 SCALE: 1-1/2"= 1'-0" up 6 ��. ——— .loEr-3 lit / '. -..t •'•;\ ,. ,.. —L - `"b}�1-— ISSUANCE DATE II' 7 1 \ \ i l I \ I r L e HISTO-' - - /F' \ M M 7 TO ENTRY - % -va \ a L PORCH ----- - - \ 01 COA PERMIT 2024 !Le _.. A.. DIG❑■\ + I D ❑❑ SCALE \ / '� • L — PROJECT#121-SLEEKER \ / . 1 - l ® DRAWING TITLE: � r 1k �� L 71 •, • m �a m.� . I �J� • � _ % w.P,• ` � -- -H INTERIOR STAIRS � I R I - g 5 PLAN/DETAILS cli ENTRY/LIVING ` v\ tnly� 3E•�� , 4 14" � � 2" U /51 ENTRY AREA: M-102/ENTRY STAIR: M-103/LIVING AREA STAIR: M-105 :: EAST /61 ENTRY STAIR: M-103/LIVING AREA: M-105 :: NORTH "A" DRAWING NO: Z �J g A7.20 SCALE:3/8"=1'-0" A7.20 SCALE:3/8"=1,0" w rE A:7.20 JAN 2025 N-W-2-, ELEVAT HALLW -206 TOED N W_ W Y W W m g W U Z ,i __ m W j - /--a4I U) N Cl x W m --�F 2 e` my a rr.ar r- N -I 7, 11�11 ii=� rrorr MAIN OD UPPER xGFLOODING SPnRATE LL 13 4114EDpE«IN SUBSTRATE NFD�� ]w LEVATO" �n .aa•xvw000sraunuauDECKING Z 3 4" .smDCTUPE PER...PEEP PULL WITH GATT N ►�1 MIIIII �1/1/4" 11" 10 15/16" II, SULATIONPOO SOUND REDDDrnN Ma.R�xISH Lvx pMAN EDULE .IRw n« . MIEN Rae„wxroDrrEa,ea MAnrDLDwER R DEareLDwDPDaeE Ea PER SCHEDULE m< 3/8 1`-'1 w.•xvwooD uxDEau.laENr,aEADaasER - OWNERSHIP - ^ .a,A,.aiavcr.Fuuwnxe.,rxavumpirna >'ImoA. � scum REDucoHN �» ,wvu""Zo DN Ere lmER!.nNIaH PEa acxsouLE _ / ,aoa Owners: •T.O.F.F.Urrer/•.Suite Lev>I \ "I. - Ma¢sw- \ 121 W Bleeker LLC ELEV-112'-3/4"( .F.) 12I STAIR/ELEVATOR / _ m-. 121 West Bleeker Street $T.O.Plwd.Upper Le: P,MARV HALLWAY ,�, Aspen,CO 81611 I:eke ELEV-111'-9 3/4"(V.I.. I U-206 I �F-2 m- / Ism m GENERAL CONTRACTOR _,..,��_ _ \ I �s Independence Construction/1 P�CENTRAL !RUER) :U-206 ::PLAN o_, ;,_, 104 Midland Avenue,Unn 282 T M� 0.274retb 81821 co r— ee]02]8bt]t rwww.iLgaspen.wm A r 4' PROJECT DESIGNER/ CITY REPRESENTATIVE -44.,1" , „ „,,,, m la,-,0i.� /41121 STAIRWAY TO UPPER LVL.: U-206 :: WEST"B" p�cddn� 82 A7.21 SCALE:3/8"=1'A" 'o BOX dig" _ u T:s9]033w0695 !II 1 =- E' 7f 1 # �awa _ II M9 ; EVATOr = 2 TYP. LIVING AREA STAIR SECTION ar LANDSCAPE ARCHITECT - } ci• Connect,Design ae.Unit 39] Basalt.Colorado 81621 ®¢ } C -= A7.21 SCALE: 1-1/2"=1'-0" \ w w.pp n.dpn.deesnppm UP 1"" A, , r _1 _,_ ; "" _2 I I /\ SURVEY ENGINEER ` Boundaries Unlimited Inc. L�T.O.F.F.Mein Level `W-2� �. IM T ELEV.100,3"(V.I.F. DN • t��I I \ Glenwood eSprings,Co 0,601 121 STAIR/ELEVATOR \_W-2- `n I \ -c' ia�i:• r252 www.bun.5wm hT.O.Plwd.Main Level OPEN TO r _ Y ELEV-100,0"(V.I.F.) A LWAY/CIRCULATION z z KITCHEN I o / I M-108I O O Z. M-107-A , / 1< zQ C / --- _= CIVIL ENGINEER /1 CENTRAL STAIR(MAIN):M-108 ::PLAN W y LU i7 G/ - ��J cue va 1,01 w LL w LL j. Boundaries Unlimited Inc. O O /% e23 cooper Avenue Suae 201 ww / (- �/ _ Glenwood Wags co 8,60, ¢ a❑ / M 3y a - 3w �„.,../...,- ---- — www..c. V \��\ 7:ND:11='' Arras _Gi _ r:s]o.au szsz STAIR Ta MAI ,.T ` \� ®_ . I -- � '\ rCEIL-z STRUCTURAL ENGINEER II.. �. as" "A�ap-,:� - James Jackson Romeo,P.E. EMI i • s-,c2 „e1-„ • s•-,D] �' - F-7 �� Structural Design Consultant,LLC 3901 Mountain[M..1 �I - \ _ }L ` / Glenwood Springs,COO,sot IIIIIIIIIIIIIIIIIIIIIII • ' *�-� ® ® ® ® I Ik Imm- �� / .\ MEP ENGINEER WWI ® - • (— — - — —_ — -l '� ... Speak Timble•!Nevins BIM B nElneetln9lnc. II !i —� �b vow co 81620 Lee diva..spa.,oz EJ� I F' ` P-2 _„,N v wwwx 9 e sw 3 TYP. STAIR FACE/ EDGE (EXPOSED) _. • tli uPa, A7.21 SCALE: 1-1/2"=1'-0" -—_ k+ � O.F.F.Lower Level r} EV-86'-81/4"(V.I.F.) .O.Conc.Lower Level ELEV-86'-7 1/4"(V.I.F.) C1 CENTRAL STAIR(LOWER):L-004 ::PLAN c A 21 SCALE.,,.-,01 /51GARAGE HALL: M-110/STAIR- ELEVATOR-CIRCULATION HALL: M-108 :: NORTH SEAL A7.21 SCALE:3/8"=1'-0" ISSUANCE DATE \-W 2-, I ��—'II! 01 COA PERMIT 2024I m� � SCALEl I � sl — PROJECT#121-BLEEKER I -n licil DRAWING TITLE: -- INTERIOR STAIRS PLAN/DETAILS gi / — MAIN CIRCULATION U �_�m. —F-3 DRAWING NO: 621 STAIR TO MAIN: L-002 :: EAST (10'-6" CEILING) A:7.21 ET JAN 2025 121 WEST BLEEKER RESIDENCE:"TANGLED UP IN BLUE"::EXISTING HISTORICAL DOUBLE HUNG+FIXED WINDOWS/HISTORICAL EXTERIOR DOOR UNITS-SCALE 3/16"=1'-0"(NOTE:ALL EXISTING FRAME DIMENSIONS(ROUGH OPENING EXSTING CONDITIONS TO BE FIELD VERIFIED) WINDOW SCHEDULE-PROPOSED(EXTERIOR) WINDOWSCHEDULE-PROPOSED(EXTERIOR) N W SYMBOL ROUGH OPENING HEAD HEIGHT FROM DETAILS TYPE MANUFACTURER MODEL NOTES/BASIS OF DESIGN CONCEPT IRC-2015 CODE/.28U VALUE et M T.O.PLWD.PER &U VALUE RATING NUMBER WINDOWS B DOORS:'QUANTUMLOEWEN CUSTOM CLAD ARCHITECTURAL FRAME SYSTEMS" W J "B"-TYPICAL "C"-TYPICAL "D"-TYPICAL "E"-TYPICAL "F"-TYPICAL "G"-TYPICAL DOOR:102/A O WIDTH X HEIGHT ON x H) T.P.SITUATED FLOOR JAMB ISILL IHEAD SKYLIGHTS:"JOCKIMO ANTI SLIP CLASSIC GLASS GRIT WALKABLE SKYLIGHT' Ca Fa' \/ DH-HISTORIC DH-HISTORIC FIXED-HISTORIC DH-HISTORIC DH-HISTORIC FIXED-HISTORIC LH-INSWING (")::R.O.DIMENSIONS FOR WINDOWS ONLY-FACTOR IN CONCRETE PACK OUT IF NECESSARY 1 UNIT TOTAL 3UNITS TOTAL 1 UNIT TOTAL 1UNIT TOTAL 2UNITS TOTAL 1UNIT TOTAL FIXED o LOWER LVL CLERESTORY Z 1 UNIT TOTAL A-1 EGRESS 3'-6"x 7'-0" s-rzr-1 Ro. 10'-1"FROM T.O.CONCRETE LOWER LVL. CLAD MULLED UNIT-(1)AW/(1)CASE TBD/NFRC.28 U-V CUSTOM-CLAD "PELLA/LOEWEN CUSTOM CLAD ARCHITECTURAL FRAME SYSTEMS" J Z n 3 A-2 EGRESS 3'-6"x 7'-0" 10'-1"FROM T.O.CONCRETE LOWER LVL. CLAD MULLED UNIT-(1)AW/(1)CASE TBD/NFRC.28 U-V CUSTOM-CLAD "PELLA/LOEWEN CUSTOM CLAD ARCHITECTURAL FRAME SYSTEMS" COW a a 2 2'-4" 2' 3'-7" 2' 2'-8" 2'-8" s-rzr-1 Ro. C r r � r r r � r r r r r r r A-3 EGRESS 3'-6"x 7'-0' 10'-1"FROM T.O.CONCRETE LOWER LVL. CLAD MULLED UNIT-1 AW/1 CASE TBD/NFRC.28 U-V CUSTOM-CLAD "PELLA/LOEWEN CUSTOM CLAD ARCHITECTURAL FRAME SYSTEMS" \ \ \ . \ \ B rzr t Ro O O 0 O u, -� O- i .i., - .„- N O b? .. A-4 EGRESS 3'-6"x T-0" reo 1 v o. 10'-1"FROM T.O.CONCRETE LOWER LVL. CLAD MULLED UNIT-(1)AW/(1)CASE TBD/NFRC.28 U-V CUSTOM-CLAD "PELLA/LOEWEN CUSTOM CLAD ARCHITECTURAL FRAME SYSTEMS" (n CO ,< b iMI 'r •�• ® R s Hr 6'-6"x 5'-1 1/2"s' - r VERIFY R.O.&T.O.DIMENSIONS IN FIELD CLAD OPAQUE SKYLIGHT UNIT-FIXED AIA INDUSTRIES CUSTOM-CLAD "DAYLYTE ANTI-SLIP CLASSIC GLASS GRIT WALKABLE SKYLIGHT' Ui W Ui m -,bo o zn er O v ,e S szvuRHr 6'-6"x 5'-1 1/2" eo-vI r VERIFY R.O.&T.O.DIMENSIONS IN FIELD CLAD OPAQUE SKYLIGHT UNIT-FIXED AIA INDUSTRIES CUSTOM-CLAD "DAYLYTE ANTI-SLIP CLASSIC GLASS GRIT WALKABLE SKYLIGHT" J " er 3 w0 \ \ eienwc MAIN LVL O \ \ \ \ �� �o pG B HISTOR 3'-8 1/2"x 6'-8" R.O. v.I.F. 9'-5"FROM T.O.PLWD.MAIN LVL. N.i.r.l HISTORICAL WOOD UNIT-(1)FIXED EXISTING-CT:N/A WOOD/REFURB "EXSITING HISTORICAL WOOD WINDOW/CHRIS THOMPSON REFURB" N \ \ 0•n C-1 HIaroR 2'-4"x 6'-3" Ro.v:r 8'-8 3/4"FROM T.O.PLWD.MAIN LVL. N.I.E.I HISTORICAL WOOD UNIT-(1)DH EXISTING-CT:N/A WOOD/REFURB "EXSITING HISTORICAL WOOD WINDOW/CHRIS THOMPSON REFURB" r C-2 xlsroR 2'-4"x 6'-3" R.o. v.I.r. 8'-8 3/4"FROM T.O.PLWD.MAIN LVL. (V.I.F.) HISTORICAL WOOD UNIT-(1)DH EXISTING-CT:N/A WOOD/REFURB "EXSITING HISTORICAL WOOD WINDOW/CHRIS THOMPSON REFURB" • C-3 HISTOR 2'-4"x 6'-3" B.O. v.I.F. 8'-8 3/4"FROM T.O.PLWD.MAIN LVL. (V.I.r.) HISTORICAL WOOD UNIT-(1)DH EXISTING-CT:N/A WOOD/REFURB "EXSITING HISTORICAL WOOD WINDOW/CHRIS THOMPSON REFURB" D H**TVH 2'-0"x 2'-5" Ro vIF 10'-2"FROM T.O.PLWD.MAIN LVL. N.I.H.I HISTORICAL WOOD UNIT-(1)FIXED EXISTING-CT:N/A WOOD/REFURB "EXSITING HISTORICAL WOOD WINDOW/CHRIS THOMPSON REFURB" 121 WEST SLEEKER RESIDENCE:"TANGLED UP IN BLUE"::PROPOSED NEW CONSTRUCTION MULLED UNITS&SPECIAL CASE CUSTOM WINDOWS I "' OWNERSHIP SKYLIGHT CONDITIONS DOOR UNITS-SCALE 3/16"=1'-0" (NOTE:ALL PROPOSED ROUGH OPENINGS/CONDITIONS TO BE FIELD VERIFIED) E HIaroR 3'-7"x 5'-10" R.o.-v.I.r. 8'-6"FROM T.O.PLWD.MAIN LVL. N.I.E.I HISTORICAL WOOD UNIT-(1)DH EXISTING-CT:N/A WOOD/REFURB "EXSITING HISTORICAL WOOD WINDOW/CHRIS THOMPSON REFURB" H 8'-6"x 2'-0" .,,,,,,,,,DE,,,, 9'-5"FROM T.O.PLWD.GARAGE N s.) CLAD MULLED UNIT-(1)FIXED/(1)AW TBD/NFRC.28 U-V CUSTOM-CLAD "PELLA/LOEWEN CUSTOM CLAD ARCHITECTURAL FRAME SYSTEMS" Owners: I 3'-0"x 6'-0" ALL SIPESRo 9'-5"FROM T.O.PLWD.GARAGE OUR) CLAD MULLED UNIT-1 AW/(1)FIXED TBD/NFRC.28 U-V CUSTOM-CLAD "PELLA/LOEWEN CUSTOM CLAD ARCHITECTURAL FRAME SYSTEMS" 121 W Bleeker LLC "A"-TYPICAL "H"-TYPICAL "I"-TYPICAL "K"-TYPICAL "L"-TYPICAL () 121 West Sleeker Street MULLED CUSTOM UNIT NOTE: MULLED CUSTOM UNIT MULLED CUSTOM UNIT MULLED CUSTOM UNIT CUSTOM UNIT K 2'-10"z4'-6"uA.ALL SIDES R.O. 9'3"FROM T.O.PLWD.MAIN LVL. NI.H.I CLAD MULLED UNIT-(1)AW/(1)FIXED TBD/NFRC.28 U-V CUSTOM-CLAD "PELLA/LOEWEN CUSTOM CLAD ARCHITECTURAL FRAME SYSTEMS" Aspen,CO 81611 1-AWNING OPERABILITYASTMENT 1-FIXED TOTAL 1-AWNING 1-AWNING -FIXED 13 UNITST L-3 2'-10"z4'-0",1, ,,,,Sloes R.O.6'-6""FROM T.O.STAIR LANDING N.I.E.I CLAD UNIT- 1 AWNING TBD/NFRC.28 U-V CUSTOM-CLAD "PELLA/LOEWEN CUSTOM CLAD ARCHITECTURAL FRAME SYSTEMS" 1-CASEMENTWNING/ LH-RHCS 1FIXED/1-AL iAWTNG/I-L 1AWNTOTAL 3AWNING () 4 UNITS TOTAL VARIES ON Q 3'-10"x 6-0".,,,,,,,,,,E,,,,,9'-3"FROM T.O.PLWD.MAIN LVL. N.B.) CLAD UNIT-(I)FIXED TBD/NFRC.28 U-V CUSTOM-CLAD "PELLA/LOEWEN CUSTOM CLAD ARCHITECTURAL FRAME SYSTEMS" (EGRESS PER CODE) "A"UNITS GENERAL CONTRACTOR REFER TO Independence Construction Group SCHEDULE Midland Avveen BZUnit 202 3' 2'_lp" 2_10" UPPER LVL s-6" z'-1a' d X '� '� f 1 f I f \1 '� F-1 HIaroR 2'-0"x 5'-0" R.o.-v.rr. 8'-6"FROM T.O.PLWD.UPPER LVL. (VAR) HISTORICAL WOOD UNIT-(1)DH EXISTING-CT:N/A WOOD/REFURB "EXSITING HISTORICAL WOOD WINDOW/CHRIS THOMPSON REFURB" Basalt. Urasnl MI www.,cgeSeen.wm - N O ,n I O ■ /11 F-2 xlsroR 2'-0"x 5'-0" H.o.-v.tR 8'-6"FROM T.O.PLWD.UPPER LVL. (VAR) HISTORICAL WOOD UNIT-(i)DH EXISTING-CT:N/A WOOD/REFURB "EXSITING HISTORICAL WOOD WINDOW/CHRIS THOMPSON REFURB" 'Y 0 G HISTOE 2'-8"x 2'-8" Ro-vI F 5'-0"FROM T.O.PLWD.UPPER LVL. N.I.r.) HISTORICAL WOOD UNIT-(1)FIXED EXISTING-CT:N/A WOOD/REFURB "EXSITING HISTORICAL WOOD WINDOW/CHRIS THOMPSON REFURB" - i 011, PROJECT DESIGNER I 1 O ® L-1 2'-10"z 4'-0",1rruLSIDES R.O. T3"FROM T.O.PLWD.UPPER LVL. N.tHJ CLAD UNIT-(1)AWNING TBD/NFRC.28 U-V CUSTOM-CLAD "PELLA/LOEWEN CUSTOM CLAD ARCHITECTURAL FRAME SYSTEMS" CITY REPRESENTATIVE \ 'r L-2 2'-10"z 4'-0"*IX S,/Sloes R.O.7'-3"FROM T.O.PLWD.UPPER LVL. N/.el CLAD UNIT-(1)AWNING TBD/NFRC.28 U-V CUSTOM-CLAD "PELLA/LOEWEN CUSTOM CLAD ARCHITECTURAL FRAME SYSTEMS" 1 Friday Design M 2'-4"x 2'-4" +1rz-uLsoES R.O.7'-3"FROM T.O.PLWD.UPPER LVL. N.I.F.) CLAD UNIT-(1)AWNING TBD/NFRC.28 U-V CUSTOM-CLAD "PELLA/LOEWEN CUSTOM CLAD ARCHITECTURAL FRAME SYSTEMS" Colorado77 Aspen. 81612 N-1 1'-10"x 6'-0"41/SALL SIDES R.O. 7'-3"FROM T.O.PLWD.UPPER LVL. N.tr.) CLAD MULLED UNIT-(1)AW/(1)FIXED TBD/NFRC.28 U-V CUSTOM-CLAD "PELLA/LOEWEN CUSTOM CLAD ARCHITECTURAL FRAME SYSTEMS" Tr 970309.0885 www.1fdday.com N-2 1,10"x 6,0"+1rrALL SIDES R.O. 8'3"FROM T.O.PLWD.UPPER LVL. NLF1 CLAD MULLED UNIT-(1)AW/(1)FIXED TBD/NFRC.28 U-V CUSTOM-CLAD "PELLA/LOEWEN CUSTOM CLAD ARCHITECTURAL FRAME SYSTEMS" """""" 0 5'-9"x 4'-0" u/SIEEBR.O.7'-3"FROM T.O.PLWD.UPPER LVL. 0/1.F) CLAD MULLED UNIT-(1)FIX/(1)CASE TBD/NFRC.28 U-V CUSTOM-CLAD "PELLA/LOEWEN CUSTOM CLAD ARCHITECTURAL FRAME SYSTEMS" LANDSCAPE ARCHITECT "M"-TYPICAL "N"-TYPICAL "O"-TYPICAL "P"-TYPICAL "0"-TYPICAL P-1 3'-10"xT-0"„O.r,LLSIorsE.o.7'-3"FROM T.O.PLWD.UPPER LVL. (VAR) CLAD MULLED UNIT-(2)FIXED(1)AW TBD/NFRC.28 U-V CUSTOM-CLAD "PELLA/LOEWEN CUSTOM CLAD ARCHITECTURAL FRAME SYSTEMS" Connect lDesign CUSTOM UNIT MULLED CUSTOM UNIT MULLED CUSTOM UNIT CUSTOM FIXED UNIT CUSTOM UNIT P-2 3'-10"x 7-0",1R.ALL SIOESR.o. 7'-3"FROM T.O.PLWD.UPPER LVL. N.tr.) CLAD MULLED UNIT-(2)FIXED(1)AW TBD/NFRC.28 U-V CUSTOM-CLAD "PELLA/LOEWEN CUSTOM CLAD ARCHITECTURAL FRAME SYSTEMS" 350 Market SAW Una 307 1-AWNING 1-AWNING/1-FIXED 1-CASE/1-FIXED 3-MULLED PANELS 1-FIXED 21 1 UNIT TOTAL 2 UNITS TOTAL 1 UNIT TOTAL 2-FIXED/1-AWNING 1 UNIT TOTAL 2 UNITS TOTAL www.connactonadesign.com 5,_9n f 1,_10„ GENERAL WINDOW NOTES/REMARKS: GENERAL SKYLIGHT NOTES/REMARKS: 2'-4" f EQ �, EQ f 3'-10"1 3'-10" * SURVEY ENGINEER NOTES:SEE PLAN SHEETS A20.04,A20.0S,AND A20.06 IN ADDITION TO ELEVATION SHEETS A30.04,A30.05,A30.06,A30.07, NOTES: 'r 'r \ ♦ 'r A30.08 AND A30.09 FOR WINDOW TYPE AND LOCATION WINDOW SCHEDULE:SEE PLAN SHEETS A20.04,A20.05,AND A20.O6 IN ADDITION TO ELEVATION SHEETS A30.04,A30.05, Boundaries Unlimited Inc. i O 1. WINDOW&DOOR SCHEDULE:ALL WINDOWS TO BE SAFETY GLAZED UNLESS OTHERWISE NOTED A30.06,A30.07,A30.08 AND A30.09 FOR SKYLIGHT TYPE AND LOCATION on Gknw"otleapr'ogs,CON E540STEEL FRAME FOR IGUS BY OTHERS 1r 'r. BASIS OF DESIGN: wwalstinacom (�Q P LOEWEN EXTERIOR CLAD ARCHITECTURAL SERIES/PELLA ARCHITECTURAL SERIES METAL CLAD SYSTEMS BASIS OF DESIGN: IL NFRC STICKER RATING-U VALUE.28 PER 2015 IRC CODE APPLICABILITY DAYLYTE ANTI-SLIP CLASSIC GLASS GRIT WALKABLE SKYLIGHT GLAZING IN CUSTOM STEEL FRAME p GLAZING BASIS OF DESIGN: GLAZING MATERIALS:3 LAYERS OF 3/8"TEMPERED GLASS CIVIL ENGINEER LAMINATES:POLYLAM URETHANE LAMINATE Boundaries Unlimited Inc. # \ GUARDIAN SN68+IS20 W AIR /COG U VALUE 0.24 INTERLAYER THICKNESS:.060" clenwwood Wogs,CO et.01 1 ROUT:8% U FACTOR:.060 ^ WINTER U VALUE:.028 wwwUwnewm V SUMMER U VALUE:.026 PROPOSED NEW CONSTRUCTION WINDOW CONDITIONS(ALL CONDITIONS TO BE FIELD VERIFIED) 0.30 - - LSG:1.70 "NOTE PER ESTIMATE OF PELLA/LOEWEN OPTIONS,DATA BREAKDOWN OF PROJECT U VALUES PROVIDED IN STRUCTURAL ENGINEER *NOTE:PER ESTIMATE OF PELLA/LOEWEN OPTIONS,DATA BREAKDOWN OF PROJECT U VALUES PROVIDED IN ADDENDUM ADDENDUM PACKET PACKET IRC CODE 2015/.28 U VALUE MIN.REQUISITE PER CODE James Jackson Romae,P.E. Structural Design Consultant LLC - 3901 Mountain[M.S. DOOR:106/A DOOR:106B DOOR:113/A Glenw".E SONIC CO 01501 } CUSTOM EXTERIOR CLAD UNIT/WOOD CUSTOM EXTERIOR CLAD UNIT/WOOD CUSTOM WOOD EXTERIOR CLAD www.arstototuralsorn INTERIOR 4-PANEL/SLIDING-STACK INTO INTERIOR SOLID CORE 4-PANEL WALL(2)RIGHT/(2)LEFT-16'X10' 2-PANEL/SLIDING RH-LB BIPASS OVERHEAD GARAGE DOOR OPENING DESIRED-EUROGLASS UNIT/ EUROGLASS UNIT/SECURITY 1 UNIT TOTAL MEP ENGINEER SECURITY 1 UNIT TOTAL 1 UNIT TOTAL 16-4" / 9'-2" 301 LAKE AVENUE RESIDENCE:"L RESIDENCE" DOOR SCHEDULE-PROPOSED(EXTERIOR) Spacek Tlmble+BleWns engineeNng Inc. 8 SYMBOL ROUGH OPENING HEAD HEIGHT THICKNESS LEAF DIMENSION MANUFACTURER HANDLING MODEL .screen Blvd..sane lBz ,,, EQ r EQ r EQ r EQ f f EQ q' EQ ff '1 NUMBER NOTES/BASIS OF DESIGN CONCEPT IRC-2015 CODE/.28 U VALUE \ rvHARDWARE I MATERIAL STYLE WINDOWS&DOORS"QUANTUM CUSTOM CLAD ARCHITECTURAL FRAME SYSTEMS" Avon,CO 81620 C3 /\ 0 WIDTH X HEIGHT(W x H) WIDTH X HEIGHT(W x H) SKYLIGHTS:"JOCKIMO ANTI SLIP CLASSIC GLASS GRIT WALKABLE SKYLIGHT" U p e S Io 1 r A ,� R.O.DIMENSIONS FOR DOORS ONLY-FACTOR IN CONCRETE PACK OUT IF NECESSARY O i t11 i ❑5 t i 1 /r 11 i r` C'I'N a MAIN LVL 2.2 e� eX-. �s - `.2 - 'r 102/A 2'-8"x 7'-11 3/4" 8-4 3/4" SECURITY GLASS/WOOD WOOD DOOR EXSITING (1)2'-8"x 6'-7"PANEL/ CHRIS LH-INSWING EXSITING "EXSITING HISTORICAL WOOD DOOR+CLERESTORY WINDOW UNIT/ O ,\ FROM MAIN HISTORICAL CLERESTORI V.I.F. (1)2'-8"X 1'-10 3/4" THOMPSON FIXED CHRIS THOMPSON TO RESTORE/REFURBISH PER HPC APPROVALS" 1 r \ \+ HsroRICAL R.o.-VLF LVL.PLWD. EXISTING ABOVE CLERESTORY-FIXED CLERESTORY 1 , 106/A 16'-4"x 10'-0" 10'-3"FROM SECURITY GLASS/METAL (4)SLIDING- 7,g,p, (2)4'-1"x 10'-0"PANELS T.B.D. LIFT/SLIDE CUSTOM "PELLA/LOEWEN CUSTOM CLAD ARCHITECTURAL FRAME SYSTEMS" MAIN LVL. CLAD EUROGLA MULTI PANEL SLIDE-STACK RIGHT/(2)=-1"x MULTI-STACK TBD/NFRC.28 U-V PER 2015 IRC Air '.-- +1r2"ALL SIDES RO. PLWD. STACKED 10'-0"PANELS SLIDE-STACK LEFT SYSTEM(2-R/2-L) 106/B 9'-2"x 10'-0" 10'-3"FROM SECURITY GLASS/METAL RH-LH T.B.D. 2)4'-7"x 10'-0"PANELS T.B.D. RH-LH CUSTOM "PELLA/LOEWEN CUSTOM CLAD ARCHITECTURAL FRAME SYSTEMS" DOOR:113/B DOOR:113/C DOOR:206/A DOOR:210E DOOR:210/C MAIN LVL. CLAD EUROGLA SLIDING(2) SLIDING RH-LH BIPASS SLIDING TBD/NFRC.28 U-V PER 2015 IRC +1r2'ALL SIPESRO. PLWD. BIPASS SYSTEM CUSTOM WOOD EXTERIOR CLAD CUSTOM EXTERIOR CUSTOM EXTERIOR CUSTOM EXTERIOR 2-PANEL CUSTOM EXTERIOR 2-PANEL 7'-11"T.O. OVERHEAD (4)7'-6"x 2'-0"PANELS OVERHEAD DOOR TO BE 4 PANEL OVERHEAD GARAGE DOOR WITH VERTICAL SOLID CORE4-PANEL CLAD UNIT/WOOD INTERIOR CLAD UNIT/WOOD INTERIOR CLAD UNIT/WOOD INTERIOR CLAD UNIT/WOOD INTERIOR 113/A 7'-6"x 8'-0" OVERHEAD WOOD CLAD T.B.D. T.B.D. el/CUSTOM OVERHEAD GARAGE DOOR RH-OUTSWING/SECURITY LH-INSWING/SECURITY RH-FIXED(1)-LH-SLIDING(1)/ RH-SLIDING(1)-LH-FIXED(1)/ GARAGE 4 PANEL 4-PANEL (1)-4 EQUAL (4)7'-6"x 8'-0"PANEL 4 EQUAL STAINED WOOD CLADDING PER ELEVATIONS-OVERHEAD GARAGE SEAL 1 UNIT TOTAL EUROGLASS UNIT EUROGLASS UNIT SECURITY EUROGLASS UNIT SECURITY EUROGLASS UNIT ,1rr ALL SIDES K.O. PLWD. PANELS OVERALL PANELS DOOR DESIGN BASIS 1 UNIT TOTAL 1 UNIT TOTAL 1 UNIT TOTAL 1 UNIT TOTAL 113/B 7'-6"x 8'-0" 7'-11"T.O. OVERHEAD WOOD CLAD OVERHEAD T.E.D. (4)7'-6"x 2'-0"PANELS T.B.D. OVERHEAD 01)CUSTOM DOOR TO BE 4 PANEL OVERHEAD GARAGE DOOR WITH VERTICAL GARAGE 4 PANEL 4-PANEL (1)-4 EQUAL (4)7'-6"x 8'-0"PANEL 4 EQUAL STAINED WOOD CLADDING PER ELEVATIONS-OVERHEAD GARAGE \ \ 8 \ 3 � 3, f 8' f f 8' f +1¢'ALL SIDES RO. PLWD. PANELS OVERALL PANELS DOOR DESIGN BASIS - ISSUANCE DATE �` EQ EQ EQ EQ 113/C 3'-0"x 8'-0" 8'-5"T.O. SECURITY GLASS/METAL LH T.B.D. (1)3'-0"x 8'-0"PANEL T.B.D. LH CUSTOM "PELLA/LOEWEN CUSTOM CLAD ARCHITECTURAL FRAME SYSTEMS" „,,, O /� \ f 1' f 'r ,� / GARAGE CLAD EUROGLA OUTSWING LH-OUTSWING OUTSWING TBD/NFRC.28 U-V PER 2015 IRC +1IY'ALL SIDES R.O. PLWD. (1) (1) 1111 41111 'r 1 IN II. UPPER LVL O PO 7'-3"T.O. LH- (1)3'-0"x 7'-0"PANEL LH-}„ '� � 206/A 3'-0"x T-0" SECURITY GLASS/METAL T.B.D. T.B.D. CUSTOM "PELLA/LOEWEN CUSTOM CLAD ARCHITECTURAL FRAME SYSTEMS" O r UPPER CLAD EUROGLA INSWING LH-INSWING INSWING(1) TBD/NFRC.28 U-V PER 2015 IRC +1m'ALL SIDES FLO. LVL.PLWD. #w\ \ \ 210/B 8'-0"x 8'-0" 8'-3"FROM SECURITY GLASS/METAL L-FIXED(1)-R T.B.D. (2)4'-0"x 8'-0"PANELS T.B.D. RH-LH CUSTOM "PELLA/LOEWEN CUSTOM CLAD ARCHITECTURAL FRAME SYSTEMS" \ / ,. 'r/ 1, UPPER LVL. CLAD EUROGLA SLIDING(1) LEFT-FIXED/ SLIDING(2) TBD/NFRC.28 U-V PER 2015 IRC 01 COA PERMIT 2024 +1r2'ALL SIPESRO. PLWD. RIGHT-SLIDING SYSTEM PROPOSED NEW CONSTRUCTION DOOR CONDITIONS(FIELD VERIFY ALL) 210/C 8'-0"x 8'-0" 8'-3"FROM SECURITY GLASS/METAL L-SLIDING(1> 7_g_D_ (2)4'-0"x 8'-0"PANELS T.B.D. RH-LH CUSTOM "PELLA/LOEWEN CUSTOM CLAD ARCHITECTURAL FRAME SYSTEMS" UPPER LVL. CLAD EUROGLA R-FIXED(1) LEFT-SLIDING/ SLIDING(2) TBD/NFRC.28 U-V PER 2015 IRC SCALE +1/2.ALL SIDESB.o. PLWD. RIGHT-FIXED SYSTEM FIXED(1) PROJECT#121-BLEEKER - DRAWING TITLE: GENERAL DOOR NOTES/REMARKS: & 5'.-IL,® 8-g' f 14-10 f HARDWARE SETS: DOOR WINDOW o N„ '� f EQ 6-6 EQ f EQ 4, EQ .t, EQ .r EQ f KEYING:HINGES,STRIKES,AND OTHER ASSOCIATED HARDWARE SHALL MATCH FINISH OF LEVER HANDLE SCHEDULE WD SOLID CORE WOODN/SMDF:PAINT GRADE MDF/STL: STEEL DOOR/HM: HOLLOW METAL/PT: w 11 -'I` '' r f I I ---1- INTERCHANGEABLE CONSTRUCTION CORES SHALL BE USED DURING CONSTRUCTION AND PRIOR TO PAINTED FINISH/AN:ANODIZED FINISH/GL: GLASS FULLY TEMPERED GLASS DOOR SCHEDULE: EXIST __„ SUBSTANTIAL COMPLETION.FINAL KEYING SYSTEM SHALL BE COORDINATED WITH OWNER DRAWING NO: UNDERCUT: SKYLIGHT:"(' SKYLIGHT:"S. I I I I PROVIDE A 1/2"UNDERCUT UNLESS OTHERWISE NOTED W WALKABLE ESKYLI 'O ® SKAQGE OPAKAB GLAZINSKYLI 50 A80.01 OPAQUE GLAZINGIGHT SKYLIGHT WALKABLE SKYLIGHT CUSTOM FABRICATION ,,� - CUSTOM FABRICATION Q ALUMINUM FRAME ALUMINUM FRAME OPAQUE i] DAYLYTE-DENVER DAYLYTE-DENVER O SKYLIGHT K "m.eM 1- O PROPOSED NEW CONSTRUCTION SKYLIGHT CONDITIONS(FIELD VERIFY ALL ROUGH OPENING/CONDITIONS) COA-BP::JAN 2025 w w J - 03 WU ^Z LU o ROOF ACCESSORIES 077200 - r � , - .• - --, Z LL �_ �COC15tructCOBrleCt' PMC Industries,Inc. �' Lu spec-data' Cut Sheet 5056 .y �, 9�'. �-j /�% o - . „ . �/' �� w w • ♦. Single Lock 111111V Double Lock „ aft W ACE ? ° . � �, ! CLAMP' \ A2 SSMR Clamp �•• • - ■Pre-assembled clamp allows fora quick and easy installation N. . / N Q 1.Product Name • a •AceClamp'A2 Snow Retention System \ ' 4, ■Non-penetrating sliding pin design does not damage the panel ' - _ �_ ?�ik / 2-Manufacturer \ \ ■High wind-load resistance r _ ; - :::1": PMClndustries.lnc. �' ��/ OWNERSHIP ■Available for or three-hole brackets 87 Spring Lane �\ • (2-6 inches in height) r? ,- Plainville CT 06062 `� Afire �- j- Pho e. 860-351 06136 ■Engineered for snow retention systems on � Owners: Fax 860-351 0689 single,double or snap-lock SSMR /Jv oeClamp n - / 121 W Bleeker LLC Email: Info4.eclamP coon /� 121 West Bleeker Street Web www.acedamp.com Aspen,CO 81611 3-Product Description Basic Use .� - ✓ !� L GENERAL CONTRACTOR A2 AceClamps are used to secure snow retention brackets and • • Independence ndAve construction Group •Shipped fully assembled;saves time and lowers project costs �' : / aria ado 81 tins zoz bars to sloped SSMRs(standing seam metal roofs)Used in snow- &s/ned for Architects . n Colorado ciao prone areas snow retention has two primary benefits: •No set screws to mar the panel finish and jeopardize the „...../.... --- Basalt. •Prevents snow from sliding off roofs and causing damage to manufacturer's warmly Manufactured for Contractors .t pedestrians or structures below •Reduce loss and waiting time:Inventory your clamps with us www ceasp.n won •Retain snow on a metal roof structure for insulation purposes, and order just-in-time shipping to jobsitesi - Labor Savings for Installersi PROJECT DESIGNER I Increasing R-values •Certified staff with convenient In-housetraining /' _ Typical installation would keaone-,two-or three-bar rail system •Manufactured locally,so they're always available , .- CITY REPRESENTATIVE installed along the lower section of the roof,across the entire •Instant support from in-house engineering services 1.69 /;�/ 1 Friday Design length.Some applications may warrant a second and third row a Rigorous testing by registered third-parry labs ensures quality / across the entire roof If regional snow loads require it. and performance PO BOX orado s,z Composition and Materials Color/Finish 0.81 -.-` www.1fdday.com xaay.com Most components are extruded 6061-T6 aluminum alloy,stainless (elol steel 300 series or brass(1316/16M-10)can be special-ordered for copper roofs to prevent metallurgical incompatibility. All products come in stock aluminum finish. \\\\ LANDSCAPE ARCHITECT (omppnents Systems can be powder-coated to a customer's specific color connect AP match.PMC Industries,Inc.uses the European RAL System,a •A2 clamp:6061-T6 aluminum alloy standard color system for paint and coatings.The colors are used 350 Market Street:Unit 307 •Brackets:6061-T6 aluminum alloy for architecture,construction and road safety. 1•63 2 •One-tale •Two-hole •Three-hole Finish y twwwl�o .don.dealgn.com •Snow rails:6061-T6 aluminum alloy Our products are tumbled so they present a smooth,no bun, •Couplers:6061-T6 aluminum alloy matte finish. SURVEY ENGINEER _L \\\\ •End collars:5052 aluminum alloy product Limitations •End caps:300 series stainless steel(18-8) •Ice flags:5052 aluminum alloy Product is to be used as specified from the manufacturer, p _ �' Boundaries Unlimited Inc. •Push pins and screws:300 cedes stainless steel 08-8) AceClamp and PMC Industries.Product can only be fastened to a U.50 'fy t�t� clenwmmese Springs,co O,ahr Avenue.StRe� secure substrate and properly installed roof panel.Please consult • j o au 5z52 Benefits with panel manufacturer for specific installation instructions. Twew.bWm.wm •Installs in half the time of other damps AceClamps are not a personal restraint or meant to be used as a product o/ •Designed specifically for contractor needs and profitability security safety anchor. ACE 87 Spring Lane I Plainville,CT 06062 CLAMP' ®IndusU es.< 860-351-0686 • • CIVIL ENGINEER Spec-paY'h registered trademark or ComtmrtConnert,ice ten-yarn Scec-0wa format conforms to Meea[orielstyle el tMWrsirurtinn U.N.anon The PROOF son The ROOF"" bolos srwwn am l«rep,nenuuve purpnes only.actual protluc+may vary.oevgn seelem to Boundaries Unlimited Inc. Wtmtt mused with their permission.The manufacturer is responsible M lsmireleurracx02m7Comunfmntt All mama Reserved. Rom/ elwlg•wimoul mane.hddinorel paralpronlasam,pug specs:vin^x.ececinmp.vnm v11oIIe s23 Cooper Avenue.1 _- tie.Sulre zo, le ] -peg Glenwood springs,CO 0,50, 4r s ./ i www.nwnc.wm i ,/ PROPOSED SNOWBREAK INFORMATION FOR NEW ADDITION METAL ROOF SYSTEMS/ IMAGES OF PROPOSED SYSTEM IN CURRENT STRUCTURAL ENGINEER ASPEN APPLICATIONS -'^I� James Jackson Romeo,P.E. I I Structural Design Consultant,LLD HISTORICAL ROOFS TBD: IDEALLY,WE WOULD LIKE TO UNDERSTADN HOW THE NEW ROOF WILL PERFORM TO DETERMINE CRITICAL AREAS Glenwood 477;�3901 Mountain =`ve°a'°°' FOR POTENTIAL SNOW CLETE CONDITIONS °' mara`Pom gi MEP ENGINEER Spae•k ramble•!Nevin Engineering Inc. 82 vat Creek Blvd..Suite 102 S• wwm g a g� , ,......".t."42........el:,....".T 4.4.......„........H.FA•T...,, ' i lii' ' ' .� 1111/111°''. :"----......--'----.--s-'......."-''-'........--- ""'...-'-'".•---,._.--'-'..--.-'.....'-'-'''...'" .....__..s___._.__.........._......._........................... • �06111U 11 tic.`lap!.� - , h�,f�hrr �nt; `` � �� r':- 1- li '31111\k��` SEAL / )If, ISSUANCE DATE — v !♦_._—um. l -1 Ar•- --II`7r, Na , 0/11111 -� +a'`r , 'r f rr yyr.�� E• -;• , a ,� 01 COA PERMIT 2024 ' A all 1 SCALE EXAMPLE OF SOLAR PANEL ALLEY APPLICATION AS PROPOSED. PROPOSED GUTTER DETAILING FOR ADDITION/ TRADITIONAL HALF ROUND GUTTER+ DOWNSPOUT SYSTEM TO MATCH EXISTING CONDITIONS PROPOSED ON HISTORIC PROJECT#121-BLEEKER PANELS TO BE RAISED APPROXIMATELY 5" IN PARALLELL ORIENTATION CUSTOM FABRICATION ROOF INTEGRATION - VICTORIAN - COLOURS TO BE INTEGRATED INTO CORNERBOARD ACCENT TO VISUALLY REDUCE IMPACT/CUSTOM DRAWING TITLE: WITH THE PROPOSED ROOF SLOPE PACIFIC SHEET METAL FABRICATION - PACIFIC SHEET METAL GUTTERS+ DOWNSPOUTS SNOWBRAKES/ SOLAR PANELS 'il DRAWING NO: z O rn C.1PROPOSED GUTTERS & DOWNSPOUTS, SNOWBRAKES & SOLAR PANEL INFORMATION :: 121 WEST BLEEKER A-90.01 LT_ .01 SCALE:NOT APPLICABLE NPC / NISC 'a / COA-BP JAN 2025 w w J : Y m . I W U Z 6 Jz aIt il mw M I MIN ox III i 1 ( 1 Illh Mil .- FN M-1: METAL PANEL ROOFING M-2:VERTICALLY APPLIED BUTT-JOINTED WOOD SIDING W/ M-3:FROSTED GLASS SKYLIGHT M-4:ACCENT PANEL/STAIR+PATIO AREAS RANDOMIZED BATTEN INSERTS(MIDNIGHT STAINED/SHOU SIGU BAN) WALKABLE/TEMPERED ALT:FLAMED BASALT GRANITE OWNERSHIP AIA INDUSTRIES ' , Owners: j_ 121 W Bleeker LLC • 1 j \ 721 West Bleeker Street f �. 'I Aspen,CO 87611 L. % GENERAL CONTRACTOR _ Independence Construction Group �- Basalt.106 Colorado 202 9]02]9b1]t xavw:tgeapen wm + i. PROJECT DESIGNER I _ w „t CITY REPRESENTATIVE 1 Friday Design PO BOX 7928 M-5: PROPOSED WINDOW+DOOR SYSTEMS M-6:ASPHALT SHINGLE M-7:VERTICALLY APPLIED SHIP LAPPED WOOD SIDING WITH M-8: ASHLER STONE&GROUT TO MATCH EXISTING Colon. 812 c T 970.309. DURATHERM/PANORAMAH BASIS OF DESIGN 1/4"SHADOW REVEAL DETAIL CONDITIONS(IMAGE-121 W BLEEKER) ew1h1tler°°m LANDSCAPE ARCHITECT ---` -- .. - I \ ConnecttSDxig M 350 307 E'y(` I¢p(�''----;' I I r. : �. -- www.connectonedesign.com • y ifr • I ' ! ,/ SURVEY ENGINEER - _ - 1„I f.i II'iy', 1 �. Boundaries Unlimited Inc. 201 '" li I'. r .1" Glenwood Springs,CO 81001 1 09055252 -- - _ '-',.1,I \�Y!1.ly 1. ! 4 ak t - . www.bwinc.com ii. i • -. 11 I I/l _ CIVIL ENGINEER • Boundaries Unlimited Inc. 923 Cooper e.Sore 201 M-9: HORIZONTALLY APPLIED PAINTED WOOD SIDING WITH SHADOW REVEAL M-10:HYDROTECH EXTENSIVE M-11: HORIZONTALLY APPLIED TRADITIONAL M-12:HISTORICAL FIXED+DOUBLE .em 5 ings.CO6,On GREEN ROOF SYSTEM WOOD LAPPED SIDING TO BE MAINTAINED-MATCH EXISTING HUNG WINDOWS TO REMAIN-REPAIR wa'"b"'n°`°m C-12) CONDITIONS AS NECESSARY AS NEEDED:ASPEN RESTORATION STRUCTURAL ENGINEER James Jackson Romeo,P.E. •. Structural Design Consultant,LLC 1 all G nwo S CO 81001 ~' Fsw1 � +yM w u' 4 -- --- -I iI `,-. 4., MEP ENGINEER ,i'- Ja If Y ° T En9lneerin911nc.!Nevins 02 Ent ek �_.� aAvon,CO 81620 - wwwst verecr g.co va..Suite toe 9 9 .' POWIM M-1 3: HISTORIC ORNATE M-14:HISTORIC APPLIED M-1 5:COLD ROLLED STEEL LIGHTWELL CONDITIONS/PLANTERS M-16:GENERAL METAL FLASHING/ROOF CONDITIONS M-1 7:FIREPLACE METAL FLUE/ DETAILING TO MATCH SCALLOP SDING TO MATCH PAINTED SOFFIT-METAL-EXTRA DARK BRONZE VENT SHROUD EXISTING CONDITIONS EXISTING CONDITIONS ANO 304-ANTHRA ZINC I PROPOSED MATERIALS SCHEDULE / CALLOUTS :: 121 WEST BLEEKER SEAL q17 SCALE:NOT APPLICABLE ISSUANCE DATE MATERIAL LIST: HPC PROVISIONS: NOTES: KEY PLAN LEGEND: MATERIALS ELEVATION TAG: COMMENCEMENT 1. Si COA PERMIT 2024 1 C FOR DOOR AND WINDOW 1. TAG BELOW RESPECTIVE SCHEDULES SEE A-10.00 SERIES ELEVATION , WINDOW TAG FOR ANY&ALL TRUE e NORTH 1. PAINT LOCKED SEAMLESS PANELED METAL ROOFING WITH MATTE FINISH TO MATCH VERTICAL WOOD CEDAR FINISH 1.METAL 1.5"FLASH CAP UTILIZED WHEREVER NEEDED. SCALE O N HISTORICAL WORK IS 2. 1 x 4 VERTICALLY APPLIED PAINTED CEDAR SHIP-LAPPED SIDING.PREMIUM SELECT CLEAR GRADE 1"VERTICALLY INSET BATTEN DETAIL-PATTERN RANDOM.NAKAMOTO FORESTRY"SHOU SUGI BAN'SUYAKI OR GENDAI FINISH.ALTERNATE:STAINED CLEAR GRADE NUMBER 2 CEDAR SIDING VERTICAL , 15.9° i x4 SHIPLAP APPLICATION. PERFORMED IN FIELD fD a WINDOW TAG PROJECT#121-BLEEKER 3. TEMPERED GLASS SKYLIGHT CONDITIONS WITH STEEL FRAME CONSTRUCTION.DESIGN BASIS FOR ALL SKYLIGHTS TO BE ANTI-SLIP CLASSIC GLASS GRIT WALKABLE SKYLIGHT OR EQUIVALENT.OPAQUE FINISH.DAYLYTE(FORMERLY AIA INDUSTRIES-DENVER). �_� DRAWING TITLE: 4. BASALT GRANITE OR PORCELAIN PANEL WALL APPLICATION.POURED CONCRETE STAIR AND PATIO AREAS WITH CHAMFERED EDGE AND ACID ETCH FINISH.COLOURT.B.D.ALTERNATE:BASALT GRANITE CUT STONE SLABS-FLAMED FINISH-2-1/4"THICK MINIMUM. 1.NO REMOVAL OF ANY ORIGINAL SAFETY GLAZING ®I ' 5. PROPOSED GLAZING&DOOR SYSTEMS.BASIS OF DESIGN:LOEWEN OR PELLA ARCHITECTURAL SERIES.ALL WINDOW AND DOOR UNITS FACTORY ASSEMBLED-NFRX STICKER RATED FOR FIELD INSPECTION ALTERNATE:NANA WALL HIGH ALTITUDE GLAZING SYSTEM WITH ANODIZED ALUMINUM PERIMETER ORIGINAL WALL FRAMING _ P®1 . FRAME FINISH.ALL NEW WINDOWS AND DOORS WILL HAVE A FACTORY APPLIED NFRC STICKERED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY.ALL GLAZING SHALL BE TEMPERED SAFETY GLAZING U.O.N.DOOR FOR KITCHEN AREA TO BE LIFT-SLIDE CONSTRUCTION-NFRC STICKERED OR HISTORIC JOISTS SHALL BE MATERIALS+ LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY. ALL GLASS SHALL BE CALLOUTS ALLOWED WITHIN THE HISTORIC 6. ASPHALT SHINGLE OR DA VINCI COMPOSITE ROOF APPLICATION EQUIVALENT.NATURAL FINISH WITH TRADITIONAL INSTALLATION PER ASPEN HPC REQUIREMENTS.CLASS"A"FIRE RATED BASE ASSEMBLY AS REQUIRED TEMPERED/SAFETY GLASS UNLESS D LIGHTING/FIXTURE LOCATE T. 1 x 4 VERTICALLY APPLIED CEDAR SHIP-LAPPED SIDING.PREMIUM SELECT CLEAR GRADE 1 x 4 x12 SHIPLAP WITH I'SHADOW PROTRUSION DETAIL. RESOURCE.NOR SHALL ANY OTHERWISE NOTED 8. REGIONAL ASHLAR RECTALINEAR CUT TRADITIONAL MORTAR STONE APPLICATION-CATHEDRAL GREY.MOCKUP OF STONE TO BE APPROVED BY DESIGNER AND OWNER PROR TO FULL COMMENCEMENT. HISTORICAL EXTERIOR MATERIALS BE L ley::A 9. 1 x 4 HORIZONTALLY APPLIED CEDAR SHIP-LAPPED SIDING.PREMIUM SELECT CLEAR GRADE 1 x 4 x12 SHIPLAP WITH 1/2'SHADOW REVEAL DETAIL. REMOVED/MODIFIED PRIOR TO 0 2'-0" 4!-0" 10. HYDROTECH EXTENSIVE GREEN ROOF SYSTEM OR EQUIVALENT.9"MAX.ASSEMBLY DEPTH ADDITIONAL REVIEW AND APPROVAL 11. 5"(V.I.F.)HORIZONTALLY APPLIED PAINTED WOOD TRADITIONAL/CLAPBOARD LAP SIDING W/8"INSET PATTERN SET BOARDS AS EXISTING.5"VERTICAL CORNER BOARD TERMINATIONS.ALL REPAIR/REPLACEMENT AS APPROVED BY THE ASPEN HPC TO MATCH EXISTING CONDITIONS.RESTORATION BY HPC STAFF. EMERGENCY lem DRAWING NO: Z OF WEST AND SOUTH FACADE WALL AREAS AS REQUIRED TO RESTORE INTENDED PATTERN OF EXISTING CONDITIONS TO THE WEST AND EAST FACADES ALONG CORNERS ESTABLISHED BY GRID-LINE 5.0/EX-PR. O 12. GENERAL NOTE:ALL HISTORICAL WINDOWS TO BE RESTORED/REPAIRED AS NECESSARY BY AN HPC APPROVED SUBCONTRACT ENTITY.ASPEN RESTORATION COMPANY AND/OR PHOENIX RESTORATION RECOMMENDED FOR ALL HISTORICAL WINDOW AND DOOR CONSIDERATIONS. SCALE: 1/4 = 1 -O W 13. GENERAL NOTE:ALL ORNATE DETAILING SPECIFIC TO EXISTING HISTORICAL VICTORIAN TO BE MAINTAINED.REPAIR AND REPLACE ELEMENTS AS DETERMINED NECESSARY PER ALL ASPEN HPC APPROVALS.MATCH EXISTING CONDITIONS WHEREVER POSSIBLE. 2.DESIGN PROJECT TO RETAIN ALL ESCAPE p 14. HORIZONTALLY APPLIED TRADITIONAL OCTAGONAL SCALLOP PAINTED WOOD SHINGLE.AS NECESSARY REPAIR AND/OR REPLACE PER HPC APPROVAL REQUIREMENTS. PERIMETER FRAMING,PORCH AND A-90.02 3_ 15. 15 GAUGE HOT ROLLED STEEL PANEL PLANTER WITH BLUE STEEL FINISH-LIGHTWELLS/PLANTERS ROOF JOISTS.SISTER IN NEW EMERGENCY EGRESS WINDOWSE 18. GENERAL NOTE PAINTED WOOD FASCIA AND SOFFIT CONDITIONS.MATCH EXISTING HISTORICAL CONSTRUCTION AS NECESSARY SHOULD REPAIR/REPLACEMENT BE NECESSARY.ROOF&FLASHING-EXTRA DARK BRONZE-ANO 304 ANTHRA ZINC MATERIAL AS NECESSARY.IF A ALL SHALL HAVE ESCAPEEG 4E" K 17. FIREPLACE FLUE/VENT SHROUD-METAL FRAME AUTOMOTIVE PAINT LOCK FINISH(BLACK)WITH MCNICHOLS DESIGNER PERFORATED ALUMINUM METAL SCREEN PANELS-DIAMOND PATTERN/GRECIAN ALLOY TYPE 3003-H14-MILL FINISH. CONFLICT OF PROPOSED AND 18. RESTORE EXISTING MASONRY CHIMNEY AND ELEMENTS AS NECESSARY PER HISTORICAL INFORMATION AS BECOMES KNOWN HISTORICAL CONDITIONS EXIST,HPC A.F.F.UNLESS OTHERWISE NOTED HPC/ MISC TO BE NOTIFIED FOR REVIEW AND (SEE ELEVATION AND SECTION • DWGS) APPROVAL. . COA-BP JAN 2025