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File Documents.211 W Hopkins Ave.0078-2021-BRES (16)
RESOLUTION#8, SERIES OF 2021 A RESOLUTION OF THE ASPEN HISTORIC PRESERVATION COMMISSION GRANTING FINAL MAJOR DEVELOPMENT APPROVAL FOR THE PROPERTY LOCATED AT 211 WEST HOPKINS AVENUE, LOTS F AND G, BLOCK 53, CITY AND TOWNSITE OF ASPEN PARCEL ID: 2735-124-63-003 WHEREAS, the applicant, Matt Joblon, 205 S. Detroit Street , Suite 400, Denver, CO 80206, with the consent of property owner Vaughan Capital Partners, LP has requested HPC approval for Final Major Development for the property located at 211 W. Hopkins Avenue, Lots F and G, Block 53, City and Townsite of Aspen; and WHEREAS, Section 26.415.070 of the Municipal Code states that "no building or structure shall be erected, constructed, enlarged, altered, repaired, relocated or improved involving a designated historic property or district until plans or sufficient information have been submitted to the Community Development Director and approved in accordance with the procedures established for their review;" and WHEREAS, for Final Major Development review, the HPC must review the application, a staff analysis report and the evidence presented at a hearing to determine the project's conformance with the City of Aspen Historic Preservation Design Guidelines per Section 26.415.070.D.4 of the Municipal Code and other applicable Code Sections. The HPC may approve, disapprove, approve with conditions or continue the application to obtain additional information necessary to make a decision to approve or deny; and WHEREAS,Amy Simon, Planning Director, recommended approval with conditions; and WHEREAS, after review of the staff analysis report, the application, evidence presented at the hearing, and public comments on April 14, 2021, HPC found the application to be consistent with the review standards and granted approval with conditions by a vote of 4 to 0. NOW, THEREFORE,BE IT RESOLVED: Section 1: Approvals HPC hereby grants Final Major Development approval for 211 W. Hopkins Avenue with the following conditions: 1. Per Council Ordinance #22, Series of 2020, which designated the property historic under the criteria for AspenModern, the following benefits have been granted for the approved redevelopment of the property Tree Removal Fee Waiver Granting of tree removal permits and waiver of all tree mitigation fees. HPC Resolution#8, Series of 2021 Page 1 of 5 Expedited Permit Review The building permit shall be subject to expedited building permit review consistent with the Building Department's adopted procedure. Floor Area Bonus A floor area bonus of 135 square feet of enclosed space and 19 square feet to be used for larger outdoor decks is approved. Setback Variation A rear yard setback reduction of 2', allowing the new residential unit to be 8' from the rear lot line on all floors is approved. 2. During review of Ordinance #22, Series of 2020, the applicant was asked by Council to install an interpretive sign describing the history of the property. The applicant has agreed to do so and represented a design in the final review packet. This sign shall remain in place in perpetuity unless modified by approval of the HPC. Staff must review and approve the content of the sign before fabrication to ensure accuracy. 3. Per HPC Resolution #25, Series of 2020, as part of the approval to relocate the house on the site, the applicant will be required to provide a financial security of$30,000 until the house is set on the new foundation. The financial security is to be provided with the building permit application, along with a detailed description of the house relocation approach. 4. Per HPC Resolution #25, Series of 2020, as part of building permit review, the applicant shall address the following referral comments to the satisfaction of the respective Departments. Parks: The new water line is to be installed under where the front walk is now located to minimize impacts to the spruce and aspen in the front yard. A site visit with the Forester is needed prior to this installation so he can direct the best route for the tree roots. A tree permit must be issued for all removals. This permit will call out specifics for the dripline excavation for the trees at the front of the property. No trees in the right-of-way on West Hopkins are approved to be removed. The impact of the project on the driplines of neighbor's trees will need to be considered. Some neighboring trees might need to be removed. The applicant will be required to provide the Forester with a letter from the trees' owners saying they accept the impacts and risks to their trees. The applicant may need to treat impacted trees with growth regulating hormones and trunk injections for bark beetle protection. Engineering: The proposed drywell must be 10' from the neighboring property. A Geotech or structural engineer must supply a stamped letter stating the drywell within 10' of the proposed structure and existing cabin foundation will have no adverse effects. HPC Resolution#8, Series of 2021 Page 2 of 5 At building permit the project may be required to detach the existing sidewalk and install a new sidewalk with a 5' landscape buffer between the curb and sidewalk. The neighboring property to the west has a current building permit and may detach their portion of the sidewalk depending on existing tree constraints. If this happens the sidewalk at 211 W shall also be detached. At building permit the project will need to determine the water service line size and configuration for the two buildings. Currently two service lines are proposed per sheet L300. The water service line on the east runs under the dripline of the large spruce tree. The excavation that close to the tree trunk will most likely kill the tree. This needs further vetting. Foundation drywells are proposed in close proximity to the east spruce tree. Excavation cannot take place within the dripline of the tree. It needs to be shown excavation can take place to accommodate the foundation drywells without adversely affecting the tree. 5. Study the front walkway to replicate what currently exists and/or the historic design if more information is found, for review and approval by staff and monitor prior to building permit submittal. 6. Mechanical equipment and amenities that are proposed to sit in the yards will require further vetting at building permit review regarding allowed features in yards. 7. Design the a/c unit on the west side of the Pan Abode to be minimized, for instance by setting it into the ground to the extent possible, for review and approval by staff prior to building permit submittal. 8. All exterior mechanical units are required to operate below the decibel levels established in the City's noise ordinance when measured from property lines, to be confirmed at building permit. 9. All lightwells must be capped with low profile grates. The curb around the lightwells must also be only the minimum necessary for function; no more than 6" above the surrounding grade. 10. Prior to permit submittal, the applicant must submit cut sheets for the original windows which are to be put back in place once the rear addition is removed, for review and approval by staff. 11. During construction, staff must review and approve any original Pan Abode logs which are proposed to be replaced due to deterioration and staff must also review and approve test patches to study the appropriate technique for stripping the non-historic paint off of the logs. 12. Prior to building permit submittal, provide further information about the roof plan to identify flashing material, the snow stop specification, and the location of all vents, for review and approval by staff HPC Resolution#8, Series of 2021 Page 3 of 5 13. Prior to building permit submittal, provide further information about the proposed modification of the existing chimney on the Pan Abode, minimizing the public visibility of the new outdoor fireplace insert, for review and approval by staff and monitor. Section 2: Material Representations All material representations and commitments made by the Applicant pursuant to the development proposal approvals as herein awarded, whether in public hearing or documentation presented before the Community Development Department, the Historic Preservation Commission, or the Aspen City Council are hereby incorporated in such plan development approvals and the same shall be complied with as if fully set forth herein, unless amended by other specific conditions or an authorized authority. Section 3: Existing Litigation This Resolution shall not affect any existing litigation and shall not operate as an abatement of any action or proceeding now pending under or by virtue of the ordinances repealed or amended as herein provided, and the same shall be conducted and concluded under such prior ordinances. Section 4: Severability If any section, subsection, sentence, clause,phrase, or portion of this Resolution is for any reason held invalid or unconstitutional in a court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and shall not affect the validity of the remaining portions thereof. Section 5: Vested Rights The development approvals granted herein shall constitute a site-specific development plan vested for a period of three (3) years from the date of issuance of a development order. However, any failure to abide by any of the terms and conditions attendant to this approval shall result in the forfeiture of said vested property rights. Unless otherwise exempted or extended, failure to properly record all plats and agreements required to be recorded, as specified herein, within 180 days of the effective date of the development order shall also result in the forfeiture of said vested property rights and shall render the development order void within the meaning of Section 26.104.050 (Void permits). Zoning that is not part of the approved site-specific development plan shall not result in the creation of a vested property right. No later than fourteen (14) days following final approval of all requisite reviews necessary to obtain a development order as set forth in this Ordinance, the City Clerk shall cause to be published in a newspaper of general circulation within the jurisdictional boundaries of the City of Aspen, a notice advising the general public of the approval of a site specific development plan and creation of a vested property right pursuant to this Title. Such notice shall be substantially in the following form: Notice is hereby given to the general public of the approval of a site specific development plan, and the creation of a vested property right, valid for a period of three (3) years, pursuant to the Land Use Code of the City of Aspen and Title 24, Article 68, Colorado Revised Statutes, pertaining to the following described property: 211 W. Hopkins Avenue. HPC Resolution#8, Series of 2021 Page 4 of 5 Nothing in this approval shall exempt the development order from subsequent reviews and approvals required by this approval of the general rules, regulations and ordinances or the City of Aspen provided that such reviews and approvals are not inconsistent with this approval. The approval granted hereby shall be subject to all rights of referendum and judicial review; the period of time permitted by law for the exercise of such rights shall not begin to run until the date of publication of the notice of final development approval as required under Section 26.304.070(A). The rights of referendum shall be limited as set forth in the Colorado Constitution and the Aspen Home Rule Charter. APPROVED BY THE COMMISSION at its regular meeting on the 14th day of April, 2021. Approved as to Form: Approved as to Content: Katharine Johnson, Assistant City Attorney Kara Thompson, Chair ATTEST: Wes Graham, Deputy City Clerk HPC Resolution#8, Series of 2021 Page 5 of 5 22037 PAN ABODE-211 W.HOPKINS Revised 5/19/2021 HPC FINAL RESOLUTION CONDITIONS-RESPONSES REQUIRING MONITOR APPROVAL NUMBER CONDITION RESPONSE SUBMISSION DATE 5 Study the front walkway to replicate what Per Bo Vaughn the existing sidewalk replaced 23-Apr Prior to Building currently exists and/or replicate the historic the original sidewalk as the original sidewalk Permit Submittal design if more information is found,for review had chipped.He noted that the sidewalk"for and approval by staff and monitor. as long as I can remember"was flagstone. Please find a site photo,existing survey and Landscape drawings and details showing intent for the re-laid sidewalk to match existing conditions. 7 Design the A/C unit on the West side of the Pan The A/C unit on the West side of the Pan 23-Apr Prior to Building Abode to be minimized,for instance by setting Abode has been relocated to the mechanical Permit Submittal into the ground to the extent possible,for well near the Alley.The generator and(3) review and approval by staff. A/C units are being dropped into a partial area well recess such that the units do not project more than 30"above finished grade. Please see attached Level 01 floor plan showing the revised A/C unit location. 13 Outdoor glass area for Cabin fireplace to be 23-Apr Prior to Building lower than the adjacent fence on the property Permit Submittal to better screen the view from the street. Please find the revised proposed cutsheet for the indoor/outdoor fireplace attached.The cutsheet shows an 18"high glass area, reduced from the previous 36"high original intent. Please find the East elevation attached showing the revised glass area relative to the fence height(left).The current intent is for the exhaust to occur at the top of the chimney as shown.Please see the attached cutsheet for more information. There is limited opportunity to turn exhaust to South or East within the constraint of the existing chimney dimensions. • - - • • - . •,'•,,,t.--0,,.41 1 ;. ... •''•h ,..,..k 0.-''..','.. - ' ' : \',".--''.. f.. A. i$ ' 411410,1)4114.,.t , .,. ,40. . .,, , 4 it,:' . ,, N,,t. fL , W .A^�\ ,`1 C., \i raA �'.,! 1 I J r\ I ill"' if .�;� z r, tr' i li v.-'� ,1 ,7 • t . - a , • \ it •(' ,� j. 1. f t t f�� • • #I / • , 4 4 .: r • A. + `•, (!" J i� tw e F `k,• yaY` '\ ;! '�,i( ✓W ky,..� :e-�`A' .� ry 4,4 �e�' `'. NA , - 4 I*: ' '- ', ‘, 1, ,-. . '. 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' 4 ; `+ 'ti ._ <a r s �' ti {''A `, ! .',�".« r r •fr 3,.^..� .p} }� fy� F�.J^C" °-{•.. > -:�3 "Tr. 1 } '�" 7 r- 1 CITY OF ASPEN I PRO VEMENT SURVEY PLAT LOTS F & G, BLOCK 53 CITY AND TOWNSITE OF ASPEN PITKIN COUNTY, COLORADO 0 5 10 20 1" 10' -------------------- \>8g3 NOTES 1) Irt YPC LS#20151 ST HOpc. \ LOTS FAL AND SG,RIPTION:BLOCK 53, CITY AND TOWNSITE OF ASPEN, COUNTY OF PITKIN, STATE OF N.W.CORO BLK 53 75.00'g0 AVL,NU \ COLORADO. w L SIDEWKAL \ 2) BASIS OF BEARING: A BEARING OF N75'09'11"W BETWEEN A FOUND 1" CAPPED IRON PIPE AT THE N.E. 75 CURB CORNER BLOCK 53 AND A FOUND #5 REBAR AND 1''/a" YPC LS#20151 AT THE N.W. G Op, BLOCK CORNER AS SHOWN HEREON. 12"/14' r 3) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THIS SURVEYOR. TITLE INFORMATION RELIED UPON FOR THE PREPARATION OF THIS SURVEY FURNISHED BY LAND YPC LOB 24312 S 75 Og,7Y E e TITLE GUARANTEE COMPANY, ORDER NO. Q62011752, DATED 09/08/2020. BENCH MARK=7893.06 GZ 58 E fig 00��� / w 9../7•/1 0"/17 4) UNIT OF MEASUREMENT FOR THIS SURVEY IS THE U.S. SURVEY FOOT. g7 N t4.i," LOT E LOT F 12/B yf 2/8 3P1 5) POSTED ADDRESS IS 211 W HOPKINS AVE., ASPEN, CO 81611. 879' C77� �7893 6) ELEVATIONS BASED UPON CITY OF ASPEN GPS MONUMENT#6 (7893.61' NAVD 88 B••/9• , ---____/„.,+ 9"/B' DATUM). BENCHMARK=7893.06' AT N.W. PROPERTY CORNER. CONTOUR INTERVAL IS 10.0' YPC 1(ONE) FOOT. ' • 12 D' ^^20"/13'\ , SETBACK LOT GpoB LS#ILLEGIBLE I J� 7) ACCORDING TO FIRM MAP 08097C0354E, PANEL 354 OF 725, DATED AUGUST 15, j / 2019, SAID LOT IS CONSIDERED TO BE IN ZONE X AND OUTSIDE THE 500 YEAR FLOOD / / 32.0 ` \ • \24"/17' N 45, 59 W CITY OF ASPEN PLAIN. ^ \ ' GPS#6 4 B'S7 60.G0.7 8) CITY OF ASPEN BUILDING RESTRICTIONS: / FF=7894.83 ^^ I -7 8) H SETBACK RESTRICTIONS:R-6 ZONE DISTRICT REGULATIONS. / SIDE YARDS:5.0' . / I / 1"CAPPED IRON PIPE REAR YARD:10.0' " I / / ORIGINAL 1959 N.E.BLK 53 COR 12 13' oI o i FRONT YARD:10.0' RES. 15.0' ACCESSORY yi HORIZ.CONTROL / SINGLE FAMILY / / 9) DISTANCE TO NEAREST INTERSECTING STREET: 133'±. / I RESIDENCEI I I • 10) NO NATURAL HAZARDS WERE FOUND TO AFFECT SAID PARCEL ACCORDING TO MAPS 221 W HOPKINS ajw / SETBACK PROVIDED BY THE CITY OF ASPEN'S ENGINEERING DEPARTMENT. OWNER: JLR OPRT TRUST " / o/8l / 3��0 i • 11) LOT SIZE=6000 SQUARE FEET OR 0.138 ACRES A. '>1713' /rn / / O� /0 73.6 / 4I ``� ' I / z LEGEND ,:',7,-,, / . O / /o / WOOD / I "' =2 DECK / / / • a ® INDICATES FOUND MONUMENT AS DESCRIBED. / / I / YPC 1''/a" YELLOW PLASTIC CAP ON #5 REBAR / / ,e I • I WI / °'0 ^ „ WM WATER METER 0 TELEPHONE RISER / i wW CITY OF EM ELECTRIC METER © CABLE RISER F. 5.0' / / ' GM GAS METER ❑ ❑ o FENCE LINE SETBACK ^'�I 16.3' ea. RO ROOF OVERHANG G BURIED GAS LINE I 22 (r) RECORD s BURIED SEWER LINE / 205 W HOPKINS (0 FIELD / / OWNER: DEAN FAMILY / LTD PTSHP LLP GDECIDUOUS TREE / •/ 6"/12'— TRUNK DIAMETER/DRIP LINE RADIUS j• / • EVERGREEN TREE 10"/10' 3/4"YPC LS#ILLEGIBLE / TOP OF POST O / ' 9"/11' 12� SURVEYOR'S CERTIFICATE `'�_ ETBAACK 12�14'^ • \ ^9A / DECK \ I, MICHAEL P. LAFFERTY, HEREBY CERTIFY THAT THIS MAP ACCURATELY DEPICTS AN \' \ 12"/16' \ \ \, J IMPROVEMENT SURVEY PLAT PERFORMED UNDER MY SUPERVISION ON 09/2020 OF THE �_\ 14/�12' ABOVE DESCRIBED PARCEL OF LAND. THE LOCATION AND DIMENSIONS OF ALL S 12 16 8"/6' IMPROVEMENTS, EASEMENTS, RIGHTS—OF—WAY IN EVIDENCE OR KNOWN TO ME AND N>Sy ` / ENCROACHMENTS BY OR ON THESE PREMISES ARE ACCURATELY SHOWN. ERROR OF S\ N> 709 50gy7„ W BO 01 -.'4 3/4"YPC LS#ILLEGIBLE CLOSURE IS LESS THAN 1/15,000. S S K' 60.0G() TOP OF POST S J ALLEp 17 i® %sswx,` G ,20.9 BLOCk� c L/0�h/ VICINITY MAP I"=400' G w fig S S MICHAEL P. LAFFERTY PLS. #37972 •�, PL •//,/ L �X G \ ,, 37972< \g\ \S DATF: II/• 4-28-21 ��� I y��•••C 11jQui�::N_.� `�. 4 MAtN ST III,I I�111/1 n • 4!! DATE SURVEYED: 09/2020 gi1 •�' ASURVEY TSTPE�Nv REVISED: 04/2021 ‘ S V R Y E i CFILE LIENT:70BLO205, _, NOTICE According to Colorado law you must commence any legal action based /'-(� l w upon any defect in this survey within three years after you first discover such defect. • Pcn ero.wa.aeta awm.4cN4:,.L,,upsnsurvy In no even[may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. p ---1////:7-1 ;;----, LEGEND —— PROPERTY LINE SETBACK LINE architecture/urban design/interior design 500 w.main st. 1830 blake at. aspen,co 81611 denver,co 80202 7893 970.544.9006 303.308.1373 HARDSCAPE Consultants: LAX MC AIL•0.0117ELL °°° °°°°°°°°'' ° ° ° SNOWMELT(PER MEP) BLUEGREEN s.SPRING 1T SUITE zoz ASCO . ASPEN,9458675 C IA a) 1Y19.,tie WIDTH TO MATCH EXISTING DI 41)(OU /—1:3 I4 !1 I _ ' / p copyright bluegreen O i� m Issuances and Revisions: \ 7893 2021.05.07 CONSTRUCTION-PERMIT / / i a P Ii / 'tea P 6'. / 7 / it DECK ENLARGEMENT SEE - / p / 6/, N, /'Nnf L804 �(/ / iii // itp t. VARYING LENGTHS OF ///t'''_ \ \� -- _ CONCRETE PAVERS SEE 4p,-S \ �� 1/L805 /\`� '� \ `� CD �\ / J 1J= •r, FOR CITY OF ASPEN 6 0 //� 11CJ/ IT.4 / l/11 7Ya / e / ryp /� � �l lull /1/ .1j0t1 ,i e �nmal0a�' og��Jm r 'Y • //// �/ \ r ALIGN GATE TO ARCH '• 0� 0 i'i �/ I REVEAL 0 i /✓ 41 ll PAN ABODE i 'r/ _ —___/ /, zi,-1p ��,i • 211 W.HOPKINSAVENUE ASP• EN,COLORADO 81611 r ' ' PROJECT NO: L' 22037.00 SHEET TITLE: layout plan SCALE:1"=8'-0" liii L200 north Pr LEGEND -— PROPERTY BOUNDARY -- -- -- — ---- _ SETBACK LINE architecture/urban design/interior design -- _ 500 w.main at. 1830 blake st. 7893 co 80202 , o , o , PROPOSED FENCE RE L301 970.54 en,co 900611 den303.308.113773 Consultants: WOOD DECKING .."....P.,,Ar.. BLUEGREEN Poo S.SPRING ST.SURE 202 WE ASPEN CO 81611 'i ST NOPK IRREGULAR SANDSTONE PAVING CO TACE TEL 940 T.SHERI snrvzorvE INS AVENUE STONE PAVING C RI SIOEwAI K \ HISTORIC MARKER- RE 6/L803 0J /T GRAVEL MAINTENANCE EDGE >- - / ,'... . - 01 SU �n + + + + + + + + + + / I + - - - / PEDESTRIAN CONCRETE PAVING ,.I + + + + + + + + + _ MAILBOX + + +� + + + + + + + + + ••••••• VEHICULARW Onl + + - + + + + + + + + CONCRETE PAVING • f/f/ - +++ + �•�� �•• ww.bluegreenaspen.c / if$* + _ + + +� + + i _ _- VATATAVAVAVAVid RAISED CONCRETE PAVING \/ + + +� SANDSTONE DRY WELL COVER RE 11&12/L801 % Issuances and Revisions: 7$93 �, + //—/ 2021.05.07 CONSTRUCTION-PERMIT �'� / ® � ++, ++ + \ ; CONCRETE PAVERS I5 �, + + + r, I J ! SANDSTONE WALKWAY WITH PLANTED JOINTS V //I CONCRETE WALL 30"FENCE SEE FENCING PLAN L301 ,� - ®- RE 5&9 L801 SANDSTONE PAVERS 5/L801 - �1 CONCRETE PAVING 6/L801 PLANTING RE L401 _-_ / „ ;mil I/ HARDSCAPE DRAIN RE CIVIL ,^ �I^ _ ,�� MAINTENANCE EDGE RE 11/L802 NOTES 6"FLOATING SIDEWALK RE 7/L801 -� 1.ALL AREAS WITHIN TREE DRIPLINES NEED TO USE a73 _` /,/p \\�� FLOATING SIDEWALK DETAIL FOR CONCRETE � � WALKWAY CONSTRUCTION. 7 EXISTING TREES / f: - 4:1\ / /� � � 8 STEP 8/L801 : 14: 1 • BOLLARD LIGHT RE LIGHTING /ADECK RE L804 'y \ p Vt'r jia CONCRETE BANDS RE 3/L801 -`\ -- m6'FENCE SEE FPLANT NG RE L400 /CONCRETE PAVERS RE 3/L801 �! ; i� S ° __ �7 I� � 6'FENCE SEE FENCING PLAN L301 C3W/ \® / \\�\\� \ RAISED SNOWMELTED CONCRETE WALKWAY RE 1/L801 r L ° SNOWMELTED CONCRETE PAVING 01 imp ® G 6/L8 / �� �\ i T/ FOR CITY OF ASPEN 0 Jp/ 1 o �� // �s��`,10 °�F 1 // .110108 ,e 6'FENCE SEE FENCING PLAN L301 C tnnal Da 0 / Oi, / \ `� •I PROPOSED UTILITY LOCATION RE MEP moo,< 9 /� SNOWMELTED CONCRETE PAVING RE 6/L801 TRANSFORMER RE MEP " — , \' a PA " I 6'FENCE SEE FENCING PLAN L301 PAN ABODE GENERATOR RE MEP em j GATE AND FENCING SEE FENCING PLAN L301 " " °" P,OF J �n // "a PR OSi•�� �� 1/,. III SLIDING GATE RE 7/L803 \� - "� -�" r J _ig / CONCRETE WALL FOR SUNKEN MECH --- _ -2 a "° e =•=191. �� s '� / 211 W.HOPKIN$AVENUE ENCLOSURE RE 10/L801 -� •:•••••01•`�, ®E�° ASPEN,COLORAAV 81611 CONDENSING UNITS RE MEP -�� \ - — - - ttttttZ9, - t r TRENCH DRAIN RE CIVIL S \ -*: �.'-� =0-�=-�����1 BEAR PROOF TRASH ENCLOSURE / I 1 �44-4.r SNOWMELTED VEHICULAR CONCRETE RE 2/L801 , �j -t V�������� co �G� • 7�'/ PROJECT NO: is .� 22037.00 \� c , "ILLY BLOCK Sg �O ----- C> SHEET TITLE: materials plan SCALE:1„=$,_Q„ iiii L300 north rh 2"STONE PAVER SOD PLANTING JOINT architecture/urban design/interior design 500 w.main st. 1830 blake st. 3"-4"DEPTH GROWING 1/8 IN.JOINT UNLESS OTHERWISE aspen,co 81611 denver,co 80202 DRY WELL INLET CONFIGURATION SIZE MEDIA NOTED 970.544.9006 303.308.1373 \ II BELOW;RE CIVIL VARIES 2-3 IN.MAX.THICK EXPOSED (SEE PLANS) VARIES AGGREGATE CONCRETE PAVER Consultants: / GALVANIZED STEEL ANGLE •- . d " CONNECTED TO DRAINAGE 4000 PSI CONCRETE W/SNOWMELT use ass STRUCTURE BELOW;RE CIVIL - -\- - TUBING TIED TO#4 REBAR @ 18 IN. •rrr�rrrrr�rrr®rr®ram®rr®ram®rr®rr®ram®r®ire®rrrrrrra_ 1 IN.OR LESS,SAND SETTING BED ASPEN CO BGSS'.SUITE 202 iv rIP%�/////// %///////////////, / 2"SAND SETTING BED O.C.EACH WAY E 1 4 IN.MIN.COMPACTED AGGREGATE 30. IIIIIIIIIIII ..; IIIIIIIIIIII R10 RIGID INSULATION BOARD 6•••••••_•••••••_•••••• RE CIVIL DRY WELL COVER / � " - FILTER FABRIC iv} _ CONTACT SHEa SANZONE BELOW;RE CIVIL rd e��.:.:����.:����.:��������.:������; }_� - 1 1-1 1 I-I 1 1-1 1 I-I 1 1-1 1 I-I 1 1-1 1 1 INCH ASTM C-33 •••••••••••••••••••••••••••••••�l��� a •=�•�•�•�•�•�•�•�•�•�•�•�•�•��. COMPACTED AGGREGATE SAND SWEPT JOINT I ii.i 4"MIN.COMPACTED } III �_� III-� III-� - III-I I I=I I I-I I I=I I I-I I I=I I I-I I I=I I I AGGREGATE;RE CIVIL III=IIIIII=IIIIII=IIIIII UNDISTURBED SUB-GRADE OR I III I-I III I-I III I-I I UNDISTURBED SUB-GRADE OR d III III-III-III-III-III-III-III UNDISTURBED SUB-GRADE III-III-III-I I I-I I I-I I I-I I I-I 95%COMPACTED FILL 95%COMPACTED FILL RE CIVIL EXISTING HISTORICAL PAVER OR 95%COMPACTED FILL; RI RE CIVIL NOTE M 1.NON SLIP COMPONENT TO BE ADDED TO CONCRETE MIX. .0 2.CONCRETE MUST BE TESTED AND APPROVED BY CONTRACTOR AT A 5-8%AIR ENTRAINMENT RATE TO ENSURE DURABILITY. NOTES 3.CONTROL JOINTS TO BE 10-12'MAX.EXPANSION JOINTS EVERY 40'UNLESS OTHERWISE WWW.bIUegreenaSpeD.COm SHOWN ON DRAWING. p copyright muegreen 4.SNOWMELT AREAS INDICATED ON PLAN(S);AREAS NOT INDICATED FOR SNOWMELT 1.PAVER&LAYOUT/STAKING TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO SHOULD MATCH THIS DETAIL,BUT EXCLUDE THE SNOWMELT SYSTEM AND INSULATION INSTALLATION. BOARD.HOLD SNOWMELT TUBING MINIMUM 2 IN FROM CONCRETE LIMITS. Issuances and Revisions: 5.SNOWMELT MANIFOLD($)LOCATION($)TO BE APPROVED BY LANDSCAPE ARCHITECT 2021.05.07 CONSTRUCTION-PERMIT PRIOR TO INSTALLATION. -12- UTILITY ACCESS BENEATH PAVER COVER-SANDSET \9\ STONE PAVERS WITH GRASS JOINTS 15\ CONCRETE 4 IN. - SNOWMELT (PEDESTRIAN) 13\ CONCRETE PAVER ON SAND BASE �so� SCALE: 1"= 1'-0" LBol SCALE: 1"= 1'-0" / SCALE: 1"= 1'-0" \ / SCALE: 1"= 1'-0" 1/2"SEALED EXPANSION JOINT TYP.HELD DOWN 1/2";MIN.EVERY 40'UNLESS DECK;RE TO DETAIL SHT L804 OTHERWISE NOTED&WHERE FLATWORK 4"X4"POST SET ON DECK SOD JOINT MEETS VERTICAL STRUCTURES EXISTING HISTORICAL PAVERS FOOTER 4000 PSI CONCRETE PAVEMENT;ACID WASH SANDSTONE PAVER FINISH;TUBING TIED TO#4 REBAR @ 18 IN. ASTM C-33 SAND SETTING BED 2"X4"FRAME 1"THICK SAND SETTING BED AX. O.C.EACH WAY SEE LAYOUT PLAN FOR VARIES PATTERN;COLOR TBD BY LANDSCAPE TO BE REMOVED AS NECESSARY FOR FACE PLATE 4"CRUSHED ROCK BASE MANHOLE ACCESS iiiiiiiiiiiiiiiii ARCHITECT ASTM C-33 SAND SWEPT JOINT 'Ir SAND JOINT STEEL EDGING WITH ROLLED TOP,14 1/8"TO 1/4"WIDE SAWCUT CONTROL JOINT, GAUGE. TOP OF EDGING TO BE 1/2" 1/5 OF SLAB THICKNESS IN DEPTH.REFER CIRCULAR STEEL ANGLE STONE SLAB PAVER;SNAPPED _ op • e EDGE ABOVE FINISH GRADE - -III-III I I° • 11/111= TO PLAN FOR CONTROL JOINT LAYOUT CONNECTED TO DRY WELL INLET; III I' -} I R-10 RIGID INSULATION BOARD RE CIVIL GEOTEXTILE FABRIC ASTM C-33 0 - .. EXISTING SUBGRADE SECTION a};p p s i"""p g p r p r -.� OR REFLECTIVE FABRIC r��������A�����������A���� �� SAND SETTING BED } COMPACTED AGGREGATE 6// SAND SETTING BED; Z �f �•"• •"• er4 ,•"• •"• -• �• 1IN.MINUS COMPACTED AGGREGATE V ��® d���L ���������%%%e. RE CIVIL .. FILTER FABRIC \ '`, �_ i • �� r r� ° E••• ••••• RASE COURSE; it ` '�' miii- E���� ����� ° 4 IN.COMPACTED AGGREGATE ���� +����� �+�� E •� ��1 RE CIVIL BASE SOD JOINT �� , `�'•t'•�•�'•`i••--• • i�•�•i�i�• /0.11 i :w� �� GEOTEXTILE % < III III III III=III III- I I.. rI 1 I UNDISTURBED SUB-GRADE OR FABRIC;RE CIVIL III III=1I III-III ...wir b I=III=III=III=III=III=III=III=I 95./o COMPACTED FILL '+ ° I-III CUT SANDSTONE TO BE FLUSH WITH I III-III-III-III-III-III-III-I I I DRY WELL INLET CONFIGURATION; }r UNDISTURBED SUB-GRADE OR LANDSCAPE EDGER `, NOTE RE CIVIL ` 95%COMPACTED FILL VARY SIZES OF SANDSTONE AS SHOWN " 1.NON SLIP COMPONENT TO BE ADDED TO CONCRETE MIX. ' 2.CONCRETE MUST BE TESTED AND APPROVED BY CONTRACTOR AT A 5-8%AIR ENTRAPMENT iii, DECK FOOTING NOTES: RATE TO ENSURE DURABILITY. 1.PERIMETER TO CONSIST OF CUT STONE ` 3.PROVIDE CONTROL JOINTS EVERY 10 FT MIN&EXPANSION JOINTS EVERY 40 FT MIN UNLESS UNDISTURBED AND LANDSCAPE EDGE FRAME plA__, ,� A OTHERWISE SHOWN ON DRAWINGS. SUB-GRADE OR 2.FIELD TO CONSIST OF IRREGULAR 4.LANDSCAPE ARCHITECT TO APPROVE COLOR SAMPLES&FORMWORK PRIOR TO POURING. CONCRETE. FOR CITY OF ASPEN 95%COMPACTED NOTE PAVERS OF VARYING SIZES FILL;RE CIVIL 1.LANDSCAPE ARCHITECT TO APPROVE MATERIALS,COLOR SAMPLES&LAYOUT PRIOR TO 3.LANDSCAPE ARCHITECT TO APPROVE 18ZA AO 5.SNOWMELT AREAS INDICATED ON PLAN(S);AREAS NOT INDICATED FOR SNOWMELT SHOULD INSTALLATION. LAYOUT WK MATCH THIS DETAIL,BUT EXCLUDE THE SNOWMELT SYSTEM,INSULAION BOARD. HOLD 4.CAREFULLY REMOVE EXISTING PAVERS 11�� SNOWMELT TUBING MINIMUM 2 IN FROM CONCRETE LIMITS. TO SAFE LOCATION ON SITE,MAKINGzArb ` 6.SNOWMELT MANIFOLD($)LOCATION(S)TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR SURE NOT TO BREAK UNTIL REINSTALL PLAN TO INSTALLATION. / 11\ PAVER COVER OVER UTILITY ACCESS - SANDSET 18\ STEP - FROM DECK DOWN TO STONE PAVERS (5\ SANDSTONE PAVER SAND SET 12\ CONCRETE 8 IN.- SNOWMELT (VEHICULAR) ,_NZ, 10 0NF �so� SCALE: 1"= 1'-0" Lsol \ SCALE: 1-1/2"= 1'-0" TBD% SCALE: 1/2"= 1'-0" �BD� SCALE: 1"= 1'-0" 5 •11 0+R008 /t t,inal Da - og�J, d 1 �r 'Y \ I _\ i 1 IN.CHAMFER t��• m\ it�� SONOTUBE CONCRETE FOOTING ,•'`tip; °... Mill c / • i = FENCE(TYPE 4) 6 �' -} iv ,^+ RE TO L301&6/L802 • % 3/4 IN.VERTICAL REVEAL FROM ''�.' '•, g' BOARD FORM re wa :� 1. 4"EPDXY COATED GREASED SAND JOINT re L ° - CONTROL JOINTS MIN.EVERY 10 FT; 11X.. All! • SMOOTH DOWELS 12"ON lI iO EXPANSION JOINT EVERY 40 LINEAR CENTER.2'MIN.LENGTH PAN ABODE IN FT. 3,4&6-FOOT LENGTH x a,. �a} I CENTERED ON JOINT 16-INCH WIDTH x 2-IN.THK. A� FINAL GRADE • • le PEDESTRIAN CONCRETE BUILDUP -7 STONE SLAB PAVER;SNAPPED 4, e a _•_•_•_•_ RE:TO DETAIL 6/L801 .'a _ EDGE a min. 12 IN.THK.4000 PSI CONCRETE W/ \ . '1 �• _Illi//'///////'i�//////A - - , .. -�-�.'a-�-" -? ,.=IE- SNOWMELT TUBING TIED TO#4 \ / ,a\j:1��°; �IOI�o�1 CAST IN PLACE CONCRETE WALL; ., .- SAND SETTING BED - 211 W.HOPKINS AVENUE \ \1 -- SPECIFIED;OARD HEM IITH GHT REVEALSL AS •r;. 6•` wr�����rw�44�w�e���iinunr. FILTER FABRIC '-III °• v 4 REBAR @ 18 IN.O.C.EACH WAY ASPEN,COLORADO 81611 \ III=III=I I GRADING PLAN 111111111111111111111��� ° _a +° d 11-1-1-1-1-1-1-1-11111111111111� ry II _ R10 RIGID INSULATION BOARD ENGINEERED FILL // #4 @ 12"O.C. , BASE COMPACTED AGGREGATE III ���i�5�4�5�5�5�5�4�4�1. N: _ I-III-III-III-III-III-III-III-III-III I-I .���.���.���.���.��� _ COMPACTED AGGREGATE / / �•�j` ENGINEERED FILL •• •. �' • _ III III III III III III-III-III-I I-I -III D••••••••• PROJECT NO: PERFORATED �'// #4 @ 12"O.C. $IDEWALK PLAN VIEWIII- III- IIII I95oD/oICOM ACTED SUB-GRADEIL OR 22037.00 UNDERDRAIN �\ \\//\\//\, CAST IN PLACE CONCRETE FOOTING; 4"EPDXY COATED GREASED I, UNDISTURBED SUB-GRADE OR /\/ / SMOOTH DOWELS 12"ON -III III III III III III III I I I �'cl\IfE111: , .. SLOPE TO DRAIN;RE STRUCTURAL CENTER.2'MIN.LENGTH 95%COMPACTED FILL •- 4-#4 CONT.TOPNOTE .I - .}' S-0 .}' CENTERED ON JOINT -III- 1.NON SUP COMPONENT TO BE ADDED TO CONCRETE MIX. •.�• a. 5-#5 CANT.BOTTOM - SHEET TITLE: -III-III ': � +t.a ':.a CONCRETE SIDEWALK 2.CONCRETE MUST BE TESTED AND APPROVED BY CONTRACTOR AT A 5-8%AIR -III - - ?•, ENTRAINMENT RATE TO ENSURE DURABILITY. COMPACTED SUBGRADE PER construction details =I - -IIII III III 4"COMPACTED GRANULAR NOTE STRUCTURAL \\\\i\\\\i\\ \i'\\\f\ \W MATERIAL.ADJUST THICKNESS 1.LANDSCAPE ARCHITECT TO APPROVE MATERIALS,COLOR SAMPLES&LAYOUT PRIOR TO 3.CONTROL JOINTS TO BE 10-12'MAX.EXPANSION JOINTS EVERY 40'UNLESS OTHERWISE NOTES: ✓�✓�✓�✓�✓��✓�✓�✓�✓�✓�f✓�✓�✓�✓ AS REQUIRED TO MISS ROOTS INSTALLATION. SHOWN ON DRAWING. 1.REFER TO CIVIL&STRUCTURAL DRAWINGS FOR DRAINAGE, 4.SNOWMELT AREAS INDICATED ON PLAN(S);AREAS NOT INDICATED FOR SNOWMELT STRUCTURAL REQUIREMENTS&DIMENSIONS. EXISING SOIL.HAND OR AIR SHOULD MATCH THIS DETAIL,BUT EXCLUDE THE SNOWMELT SYSTEM AND INSULATION 2.CONCRETE COLOR&FINISH TBD BY LANDSCAPE ARCHITECT. SIDEWALK CROSS SECTION SPADE EXCAVATION BOARD.HOLD SNOWMELT TUBING MINIMUM 2 IN FROM CONCRETE LIMITS. SCALE:1"=6'-0" 3.REFER TO GRADING PLANS FOR TOP OF WALL&BOTTOM OF 5.SNOWMELT MANIFOLD(S)LOCATION(S)TO BE APPROVED BY LANDSCAPE ARCHITECT WALL ELEVATIONS. PRIOR TO INSTALLATION. i r"i0\ CAST IN PLACE CONCRETE WALL 7'7 1 \ SIDEWALK-FLOATING (FOR DEVELOPMENT NEAR TREES) \4\ STONE SLAB - SAND BASE /1\ RAISED CONCRETE WALKWAY - SNOWMELT L80 �BDJ SCALE: 3/4"= 1'-0" \BD� SCALE: 1/2"= 1'-0" /BD% SCALE: 1-1/2"= 1'-0" \BD,/ SCALE: 1" = 1'-0" rie rowland+broughton architecture/urban design/interior design 500 w.main st. 1830 blake st. aspen,co 81611 denver,co 80202 �5'-O.R 1z �6'-O,R 970.544 9006 303.308.1373 WEST .O.W 73/ WESTO.W © NOPK/NSgVENu 0.31^4 NOPKNSVENv Consultants: E S/OfWAI E lilt 2�3:ti°Qu,Jles,--:..:::: .:::::::::::::-...-iiiiir ip : ts,,iii‘11 —/---,__ I t, _ ....._, .......... °1Y (/".// 7fl93- J/ \ `RTy/\ r1.,--- • ` •l 78s9_ '.':^.4-�F)1'+./NE.'.... .,,.( 0 ,... ••••• i �' _<,10' ' l,.® ���� li / / A/ � ���� Issuances and Revisions. ,:,.,104.1, ,ht,,,1 I"-. . .,. ,, ........_ +.' I1� �� 0-o.FRG / I1\ ;,/ Ill, " _ 10°FROM -.'g O ,f\ 2 / ' �ICOV \ NT S J'E V \�` COV • \ T SFT �� 2021.05.07 CONSTRUCTION PERMIT / U / // __ PORcF,'L—EAVEAgOVE OK j�. 2 O Lu Q // / `l EN RRyO EAVEAB F K� `� / .I / , _ • �J / Wpm ro • / ' { U �' ��� j 1 ��������7 / SLIDING GATE TO 5' 0" 3' 4 5/8" '� r I PROVIDE MIN. / / 2 �� �� ���� /t� /� �����A - ? FRONT OF CLEAR IN VAULT MIN 3'-0"CLEAR / (." y� / iz/3yO 2w \\ y 0j `/� ,,,I ,� �1,1 TRANSFORMER 7kZ��O l2� / � - If®'0� .„.� ' Hi: �RE:LANDSCAPE u /; l'\ illi lura; 4 O / DWGS�,, mo o S I -/ o \ ❑ — —Ol \..��`i. / QUp04 la /y fs,2O ��'�,� / \ I l�� ."� %Ux a�2O 02 / /7 l l �,:;1Lissip— ���>,W�l x�oaw� IU�Q$ / / _� , %j U �� Qa 2y t / Q Qu/ 2K J I TRANSFORMER ,re 110 u po,,,,, L;, 3 , o fl / / /lied 7 /11 �` 1111 �/ / o/ �m--' ' 67 , z‘f-i --- aC�1 �� .:: m- oc� mossi ill h/ \ / / Q h 1 ser°eq�K_ C2 I`fAVE"-- ' JI�,_ y�e /� L J „ ,-41111/ I I'l ce I ii y / iiit : `/ / l ::::/ ��� it atto ��. PORCH / �-' J_-1�.,%,. LI "' o •❑ l li / //7 I l lm� Au / �Vf _ . l /Y l / h' a Jl" l ASOyf t o l T /W tY I \\ /�< TRANSFORMER r; L FOR CITY OF ASPEN l � l l l l O ,�Ol l OW YHyyNi/yyyNjVp l` l a, GEMERGENCY / /. l K — S `� yl/' nW/II/ , USE ONLY I , l l l a. /CI ar ❑ �Cp CO(olO 0 / o JOHN G. //��� WOOD FENCE .1c •"`N • D 1� / �/ . :• it// yEENERATOR o `� /o,-0„R / 03 56 401269 V F'�d ii�/ RSfTgAC. /h/ " 7, / ` j o c2i ❑ �� \,��/ // / / / � m SFD ARCS cl y114 441) ::jp �BI�' �� �e� l i�w ® O8,.„— g I RECESSED MECHANICAL WELL NOT • FI PP "� 3 TO EXCEED 30'BELOW GRADE TO�U = � �� Ai _W 1///, l gye o l REAR8T I O" OF MECHANICAL EQUIPMENT NOTP' '1,4,I � Ia l gACKI y A/C COMPRESSOR ❑ TOXCEED 30" BOVE GRADE.l RO E` = l % fJ � ��" RE: IVIL/LANDSAPE DWGS PAN ABODE Rn'4ryE"� I '.yamQ o1111 37 ©4 ��I\I pQ�WAl": ---____----- : 2 ®smROPER�;I.INE " �i� u A/C 211 W.HOPKINS AVENUE az- �/l t\\ '\ <� o o w �� ASPEN,CO 81611 �IEY@IOOW CO � A. W ZO:p,RO 3 ti0� 2 K 53 U A-O---41. 53 3 Q 2 U W 4 I I 2 0PR97 00T NO: Q y U y�.¢p Oy0 O I t 60.0, q 6p-0' �tu �Q I € c4, I I tu SHEET TITLE: °' I A'O SITE PLAN intlr - 1 ❑ i a I SCALE As indicated 1/D aI A1 . 1 PLAN RUE n n n NORTH NORTH 1g 2 EXISTING SITE PLAN 1 PROPOSED SITE PLAN ENLARGED PLAN- MECH YARD `�„�� Al.1 SCALE: 1/8"=1'-0" A1.1 SCALE: 1/8"=1'-0' Al.1 SCALE: 1/2"=1'-0" \ / €§ €'s FINISH LIST-EXTERIOR , MARK I NUMBER I MANUFACTURER 1 COLOR/FINISH 1 PATTERN/STYLE I SIZE I CONTACT 'APPROX.LEAD TIME I NOTES v . METAL MTL 01 BERRIDGE MEDIUM BRONZE TEE-GRID STANDING SEAM METAL PANEL 1"SEAM,12'COVERAGE,22 GA STEEL PROVIDE CLASS A ASSEMBLY MTL 02 BERRIDGE MEDIUM BRONZE FLUSH SEAM PANEL/STUCCO EMBOSSED 4"FACE,1/2"DEPTH,24 GA STEEL MTL 03 BERRIDGE MEDIUM BRONZE SHEET METAL TRIM AND FLASHING RE:DWGS AND SPECIFICATIONS MATCH MTL-01 ROOF COLOR rowland+broughton architecture/urban design/interior design CONCRETE 500 w.main st. 1830 blake st. CON I 03 IFORM EFFECTS I HUDSON (COASTAL/BOARD FORMED TEXTURE 11/2"X 50"X 40" I I I KEY PANELS,PROVIDE INTEGRAL 6"MITER CORNER WITH 6"KEYED EDGES 1 aspen,co 81611 denver,co 80202 WOOD 970.544.9006 303.308.1373 WD 03 MONTANA TIMBER CEDAR WOOD SHIPLAP SIDIN 1/2"LAP,8"(61/2"FACE) WD 04 MONTANA TIMBER CEDAR WOOD LAP SIDING 1"LAP,6"(41/2"FACE) Consultants: WD 05 MONTANA TIMBER CEDAR WOOD TRIM RE:DWGS WHERE OCCURS WD 06 WATKINS CEDAR WOOD CERTI-GUARD FIRE RETARDANT TREATED SHAKE 18"TO MATCH EXISTING HISTORIC CABIN PAN ABODE CABIN ROOF;PROVIDE CLASS ASSEMBLY ROOF WD 07 MONTANA TIMBER CEDAR WOOD TIMBER-CUSTOM MILL TO MATCH EXISTING HISTORIC RE:DWGS WOOD TIMBER WALL AND EXTERIOR RAILINGS PAN ABODE CABIN LOG Issuances and Revisions: 2021.05.07 CONSTRUCTION PERMIT 0 0 10'-0" / 37'-2" /f 1" L I I? MTL(011 _ Y ,< Ia AVALANCHE SNOW CLIPS,TYP _ -- "v --161 I o. I I RE-USE EXISTING BRICKS TO -- -- — -1p - 92 , ^ r , �ri RE-BUILD CHIMNEY,MATCH 25'HEIGHT LIMIT ABOVE _ Y — �T I I I I I I I I 3 3 _ s Sri ^ • O EXISTING BRICKS WHERE EXISTING GRADE(MOST ®�� z m REQ'D 122'-4" RESTRICTIVE) MID-POINT FROM EAVE TO RIDGE _ - �e ��°— BUILDINGHEIGHT - ". -_ �i - ®' T FOR CITY OF ASPEN PRE-FINISHED PRE-FAB CHIMNEY CAP METAL SNOW RETENTION, PTD STEEL ANGLE TRIM AT WALL w 13:12 PITCH MATCH ROOF COLOR pp r/— m� I OPENINGS,TYP a I O METAL HALF-ROUND GUTTER Y ar iMC K I LL WORK WITH HPC STAFF AND _1_T.O.MATCH METAL ROOF COLOR, �� ROOF TERRACE oill `qo MONITOR TO DETERMINE TYP ` —ri I 119-43/8" APPROPRIATE METHOD TO ��� ALUMINUM CLAD WOOD )111 *Ilk REMOVE PAINT FROM LOGS. SQUARE PTD METAL IIIMENEllin CORNER,TYP IIII PERFORM TEST PATCH IN FIELD IWDI 05 —- -- ®m ��O (0�9 DOWNSPOUT,TYP F CO FOR REVIEW AND APPROVAL. REFURBISH(E)WINDOWS;PAINT REVEAL 3/4"BELOW I CHIMNEY;BOARD TO MATCH NEW HOUSE = ADJACENT SIDING � , ,,,,,CITY JOHN G. � WINDOW FRAME O I e . `, 'L mm M eIIi� FORMED CONCRETE * ='.� ,•'O '� METER+DISCONNECT x `' O 3/4"PROUD OF ADJACENT 111M1111111b.- IFINISH W/PTD METAL �� 4 1269/ _---- oSIDING ` -- IIRAINGUARD oW12 12 � lMETAL PANEL \�3 �3 m ' iiI' SFD ARC T.O.SUBFLR j====_====_==== . �C,T.,T.�T., — �\ .� I(/ FENCE+GATE�� , �` �m 4 =-.� =--0.. ®i,_ ' RE:LANDSCAPE iii ill' ��� T_T—T----T:��� '�� 1_11=5 . �. a� ® ! PPAN ABODE III II - Y` ��it _ I� I ,•� ti ®11111. ili Ilk � - „ ==ice _ '"� 4 _`--_-_-_-_-_--_am. 77.. -1 __. 1 . �rA , , � - - - - as E. ' ' --�ja - - 1 _ I211 W.HOPKINS AVENUE Iptilti -------- '- ' :r'•�e®®�—re® aw®rr:�za � �ei�®��I�ll r, ASPEN,CO 81611 tt _ �— i��l F I. psi aa�'��� '���i�' •i i I T.O.SUBFLR r i i I tbiJ6l II 1, T.O.SUBFL- s �♦ AP25 ��� - � -.. �s�s®sr• aw= ai�Ali®c�®c = LEVEL 1 s l i�� Cii® R'iR�lm� �i.� 4 f1l + LEVEL( "II�'� —IHm A�I�AAi�� --... • �h��'�itvla��® '�ars®�®� ��rsis �,' i — / 100'-0" LEVEL" = I-Ed HOSE BIB Im. '' - fJ I \ApLLEV T.O.FINISH PROJECT NO: INDOOR/OUTDOOR FIREPLACE FENCE+GATE HOSE BIB 22037.00 ROPOSED CABIN RE:LANDSCAPE METAL FLASHING CAP TYP • METAL EGRESS LIGHT METAL EGRESS LIGHT I 00'-0 3 4" HOPKINS AVE WELL COVER,OPERABLE WELL COVER,OPERABLE I PER CORE /' EXISTING GRADE SHOWN PER CODE FENCE;RE:LANDSCAPE ,,,,, / METAL t. METAL LADDER PER / SHEET TITLE: i / PROPOSED GRADE IRC R310.2.3.1 T i METAL LADDER PER ' /' ®0 I �,m PROPOSED z IRC R310.2.3.1 TRANSLUCENT GLASS EGRESS LIGHT WELL PER EXTERIOR III IRCR310.2 ELEVATIONS I EGRESS LIGHT WELL PER I IRC R310.2 awi I T.O.SLAB I Zs Zs I SCALE: 1/4"=1'-0" CABIN EMENT_ L BAS — — — —w — — .L _L • —BASEME LL A45 1 L J EXISTING CABIN FREMNEEM PIT: Es / / 1 PROPOSED WEST ELEVATION-HOUSE+CABIN ...".a„.,„oa,EFFSF,, "„"T,.„,� €Z A4.5 SCALE: 1/4"=1'0" TME"E,o. 8 7 6 5 4 I 3 2 I NOTES:(FLAG NOTES ARE ON SHEET 2 UNLESS OTHERWISE SPECIFIED) NO COMBUSTIBLE MATERIAL WITHIN 6'OF THE TOP OF THE FIREPLACE. COMBUSTIBLE MATERIAL SHALL NOT BE PLACED DIRECTLY ON THE FACE OF THE FIREPLACE,TOP. A 2 NO COMBUSTIBLE MATERIAL WITHIN 1"OF THE SIDES AND BACK OF THE FIREPLACE. . COMBUSTIBLE MATERIAL SHALL NOT BE PLACED DIRECTLY ON THE FACE OF THE FIREPLACE,BACK AND SIDES. F 3 1"CLEARANCE TO B-VENT MUST BE MAINTAINED. '` 4 PRESSURE LINE:20,000 BTU MINIMUM AT 7.0"/11.0"W.C. REQUIRED. NG/LP 1 POWER REQUIREMENT: 120 VAC,5 AMP MAX DRAW. rr A STEEL 3"SURFACE CAN NOT BE COVERED WITH ANY TYPE OF MATERIAL, 44" . :...4az.. ,. . ....,•• GLASS AND DECORATIVE FRAME WILL BE PLACES ON TO OF THIS SURFACE. FASTEMERS SHALL NOT PENETRATE THE 3"SURFACE. ---,---„ /6\ COMBUSTIBLE MATERIAL SHALL NOT BE APPLIED TO THIS SURFACE SHOWN ABOVE THE 3"DIMENSION. NON-COMBUSTIBLE MATERIAL MAY BE APPLIED TO SURFACE SHOWN PRIOR TO FINISHING MATERIAL. —_ • IF FINISHING MATERIAL REQUIRES A STRUCTUAL BACKER. 08„ I E 0 THE 1/2"CLEARANCE TO COMBUSTIBLES MUST BE MAINTAINED ON THIS SURFACE. FLUE IF THE 1/2"STAND OFFS ARE REMOVED,ONLY NON-COMBUSTIBLE MATERIAL SHALL BE INTALLED AGAINST THIS SURFACE. B-VENT 1/2"INCH STAND OFFS ARE INCLUDED ON FACE OF FIREPLACE. . /U\ IF STRUCTURAL BACKER IS REQUIRED FOR FINISHING MATERIAL, '''''''''''%.,COMBUSTIBLE MATERIAL IS ALLOWED IN THE AREA SHOWN BELOW THE 3"DIMENSION. ,I/9\ (SHEET I ) DIMENSION SHOWN IS ALLOWABLE FINISHING DIMENSION. THIS IS THE OPENING SIZE REQUIRED �® c� TO FIT THE DECOATIVE FRAME ONTO THE FIREPLACE.FINISHING MATERIAL SHALL NOT OVERLAP DIMENSION SHOWN. �" / 0\ FLAT COVERS WILL COVER THE COMPONENT ACCESS AREA. // GAS AND ELECTRICAL INLETS ARE LOCATED BEHIND THESE PANELS. (. "'/ THESE ARE USED FOR MANUFACTURING PURPOSES AND MAY BE USED iiiiit: 1111*------'. .+-• D AFTER FIREPLACE INSTALLATION TO ACCESS COMPONENTS DURING SERVICE. INTERIORGam'" D THERE SHALL BE ACCESS FROM THE INSIDE OF THE FIREPLACE AS WELL. 31 9/16" 44" 44"MIN OVERALL DEPTH A GLASS SHALL NOT BE DIVIDED INTO SECTIONS.GLASS SHALL BE SAFE T TOUCH SYSTEM THAT WITH DECORATIVE MIN COMPLIES WITH ANSI STANDARD Z 21.50,MAX TEMPERATURE 172°F. / ' \ FRAMES /y\ 12 FIREPLACE OPTIONS: 43 5/8" FRAME OD 43 5/8" FIREPLACE SHALL HAVE LINEAR FLAME DOWN THE LONG AXIS,RIBBON BURNER. —Poi f 3/4" FRAME OD w 1/2"Am- 13 FIREPLACE SHALL BE MADE USING STAINLESS STEEL MATERIAL. n n __ _ / 4\ FLASHING SHALL BE ON THE TOP,AND SIDES. / \ �-i / \ 11 Ui F _1 [1 FLASHING IS REQUIRED UNDER AIR INTAKE AND SHALL BE PROVIDED BY OTHERS,FLASHING MAY • CHANGE PER FINISHING MATERIAL INTERIOR : � c C :'IS\ (SHEET1 ) i A IT •• •• 7 o• • •• T OUTSIDE AIR INTAKE LOCATION. i . AIR INTAKE SHALL RUN THE LENGTH OF THE FIREPLACE. • 3815/32" • 16 FIREPLACE IS NOT LOAD BEARING. FINSIHING 63" • MATERIAL SHALL BE SUPPORTED INDEPENDENTLY BY A LINTEL BAR. 41 5/8" • EXTERIOR •FRAME . . , OD 36, , .. A . .• • — .3Y• • 42"MIN 28 3/4"MIN 4 37 15/32" li 1 28 9/16" 54" 18" FRAME AND y INTKAE OD • 36• 1/32" R 7 . • • �3 0 4 - • • • •• ••� . • B "•• 1 . . • 12" . • 1 , • • .81._ n Eli EXTERIOR 7 15/32"— INTERIOR 37 15/32" A 43 5/8" ► A THIS FIREPLACE HAS AN ESTIMATED SHIP DATE OF 12 WEEKS. THE UNLESS OTHERWISE SPECIFIED:TOLERANCE-(1)PLACE DEC:±0.1(2)PLACE DEC:±0.06(3)PLACE DEC:±0.031 ANGLE:±2°FRACTION±1/16 f OUTSIDE MATERIAL. e—EDGE OR INSIDE MATERIAL. —OUTSIDE APEX. .—INSIDE APEX.-DIMS ENCLOSED BY AN OVAL ARE CRITICAL DIMENSIONS REV REVISIONS DATE DRFT ENG ESTIMATED SHIP DATE IS CALCULATED UPON RECEIPT OF BOTH THE AND DE SNGG N PART NAME: DOWN PAYMENT DATE AND THIS SIGNED SHOP DRAWINGS DATE. IS PROPERTY OF ID OD SEE THRU STELLAR HEARTH DRAWN BY: DATE: PROJECT NAME: APPROVED SIGN OFF DATE &te1/044 PRODUCTSM.LEET4-21-21 PAN ABODE DIMENSIONS AREENGINEER: SCALE: SHEET: PART NUMBER: REV: 1 PRELIMINARY RELEASE 4-22-21 ML RB heducts' IN INCHES R.BERG N/A SHEET 1 OF 1 BW-21499-DIM 1 8 7 6 5 4 3 2 I Product Information Chimney Fan RS 012 , RS 014 & RS 016 Use The RS Chimney Fan is an exhaust fan used to maintain proper draft in a chimneyor stack system. p p Y Typical uses include ventingof fireplaces, BB 's pizza Q Yp p ovens and stoves. Description i i on p The RS Fan should be installed at the termination ;,,•, • ;,;;;,,;,;,,;,,,;,,;;;;;;;;,,;,,;,;.;,.;-,;;,;: ;;;;��;::;.,.,,,�, point of thechimneyor stack section. It istypically sac se o mounted in the vertical position but maybe side-wall ll vented as well. e e The fan assures a negative ative pressure ismaintained in the entire chimneyor stack system. The fan discharg es horizontallyvertical) if side-wall vented) at a high ( Y, .... . velocity. The fan housing is hinged and the top can be opened for easy service and access to stack. Material Optional Equipment Housing is 3/16" thick cast aluminum. Finished with ADC 100 Fan Control one coat of grey hammerpaint for added corrosion resistance. EFC 211 Fan Control Axial vanes are stainless steel, dynamically and EW 40 Wireless Control statically balanced to assure low noise level and Proven Draft Switch vibration-free operation. Listings Motor ETL Listed to: Split capacitor, totally enclosed. Class H insulated, UL378, Standard for Draft Equipment (for gas IP54 Protection Class. Sealed ball bearings. Variable installations only) Speed. Thermal overload protection. CSA-CAN3-B255-M81,Standard for Mechanical Standard Equipment Flue Gas Exhausters (for gas installations only) 2"x4"or 4"x4"Junction Box with Cover and Conduit Fiber Mat and Mounting Brackets Approvals Bird Screen CE Compliant 5 Amp Fan Speed Control The Commonwealth of Massachusetts City of Los Angeles, CA(RR 8474) Warranty 2-year factory warranty on entire fan. 10-year warranty against corrosion perforation. Manufactured at IS09001 certified plant. Specifications are subject to change without notice. Product Information Specifications - C Model RS 012 RS 014 RS 016 Discharge Horizontal Fan Type Axial Vane Motor Type Totally enclosed,Variable speed,Class H 1 1 Voltage VAC 1x120 A ■�• ■ I IIIIIUIuIUIUIma.IIiIIiII�II�Iu III�II.V�.I�1I.II.I111II111IIuIIII RPM 1600 I1muuluuuulIlIui1IIIIIIIIIu i1111111•I111•1�I1uluiuliumli Iumulilu1111111111u111111111ui iu111u1111I1u11u11I111Iuuuiumli CFM 0.0 Ps 950 1400 1950 Amperage/System Amperage Amps 1.2/3.2 1.4/3.4 3.95.9 1 I Motor Output HP 1/10 1/7 1/3 D E 1 i kW 0.08 0.1 0.25 Weight lbs 37 47 61 B kg 17 21 28 Dimensions A in 11.5 13.1 16.0 4 i I 3 I mm 292 334 407 , 2 B x B in 14.3 16.6 18.8 �% + mm 364 422 478 5 C in 13.5 15.5 17.4 �i - li uuoonmm�mo�i�i�o�u�ofii •Ii umuuuuinmII.I.u�unuw �•� mm 344 395 441 lI2.,,..,,,...., .,ice D in 3.3 3.9 3.9 6 i 1 mm 85 100 100 -- -- I E in 11.6 13.5 15.4 7—/ 12 11 mm 294 342 391 8 Temperature Interm. 575°F/300°C 9 10 Rating Cont. 482°F/250°C 1 Junction Box Capacity 2 Conduit/cord 3 Motor Ps(inW.C.) 4 Motor Housing 1.0 5 Cooling Plates 6 Bird Screen 0.9 7 Base Plate 8 Locking Nut 0.8 9 Inlet 10 Axial Vane 0.7 11 Hinges 12 Capacitor 0.6 (inside junction box) 0.5 Is, js 0.4 9s Sound Data Oj 0.3 ,9 v Model Lw dB(measured in accordance with ISO 3744) Lp ���� 125Hz 250Hz 500Hz 1000Hz 2000Hz 4000Hz 8000Hz dB(A) 0.2 RS 012 64 60 55 52 48 42 34 30 0.1 RS 014 75 69 65 62 57 51 44 41 RS 016 81 76 72 69 64 58 52 47 0.0 0 250 500 750 1000 1250 1500 1750 2000 Volume (cfm)