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HomeMy WebLinkAboutApproved.Project Monitor.211 W Hopkins Ave.20210519HPC Resolution #8, Series of 2021 Page 1 of 5 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 2 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 3 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 4 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 5 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 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 currently exists and/or replicate the historic design if more information is found, for review and approval by staff and monitor. Per Bo Vaughn the existing sidewalk replaced the original sidewalk as the original sidewalk had chipped. He noted that the sidewalk "for 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. 23-Apr Prior to Building Permit Submittal 7 Design the A/C unit on the West side of the Pan Abode to be minimized, for instance by setting into the ground to the extent possible, for review and approval by staff. The A/C unit on the West side of the Pan Abode has been relocated to the mechanical well near the Alley. The generator and (3) 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. 23-Apr Prior to Building Permit Submittal 13 Outdoor glass area for Cabin fireplace to be lower than the adjacent fence on the property 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. 23-Apr Prior to Building Permit Submittal •� °. r L � ' i at 6 � .. � � n 2 ��? i� ,� ' r T. � ;� `: . � '!{, � '� `` c �— :, i? ,''1 V. fi o� �� �` �` �� h �' . R i�'{x 7 -:� � �� t�,, _ t , k- ""` � ��, i� i *y� ,% i, � � 4+,' _ der �a:r` .,e.°�, d � ,���°� A ;:f � _ ' . � �-�, l ,�j'{� yy e b 1. �_,.� `� '�.'____ �._.._. ..— _ _+' f� a ._�• ,,. a'�. ,� .�.. '' r- 1 _ � �. a� +._� ..� ,� 211 ___ / r � � -� •���. ��. . �� -, �r, �'� ���' ' � ' ^�'� ;yam '' S r..� � � 4 r. ��.�� - a_ �,_ z� _ .ate - ram'• � _ �>. - .- ,� .. � `�,a R .� �•'�' � % � ��, z t ,► � � , `� ���' � �' { .., VICINITY MAP 1 "=400' CITY OF ASPEN NO/ �� \ �' II ) �� MEAN PI TKIN C 0 UN Y, YPC LS# 20151 "Isr HOPur,_ alvmilg! COL ORAD 0 \ 78g3 G 209 'LQCK S " o R.O. 53 c \ c S G S ❑ 5 10 20 1" = 10' NOTES 1) LEGAL DESCRIPTION: LOTS F AND G, BLOCK 53, CITY AND TOWNSITE OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO. 2) BASIS OF BEARING: A BEARING OF N75`09'11"W BETWEEN A FOUND 1" CAPPED IRON PIPE AT THE N.E. CORNER BLOCK 53 AND A FOUND #5 REBAR AND 11/" YPC LS# 20151 AT THE N.W. BLOCK CORNER AS SHOWN HEREON. 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 TITLE GUARANTEE COMPANY, ORDER NO. Q62011752, DATED 09/08/2020. 4) UNIT OF MEASUREMENT FOR THIS SURVEY IS THE U.S. SURVEY FOOT. 5) POSTED ADDRESS IS 211 W HOPKINS AVE., ASPEN, CO 81611. 6) ELEVATIONS BASED UPON CITY OF ASPEN GPS MONUMENT #6 (7893.61' NAVD 88 DATUM). BENCHMARK=7893.06' AT N.W. PROPERTY CORNER. CONTOUR INTERVAL IS 1(ONE) FOOT. 7) ACCORDING TO FIRM MAP 08097C0354E, PANEL 354 OF 725, DATED AUGUST 15, 2019, SAID LOT IS CONSIDERED TO BE IN ZONE X AND OUTSIDE THE 500 YEAR FLOOD PLAIN. 8) CITY OF ASPEN BUILDING RESTRICTIONS: SETBACK RESTRICTIONS: R-6 ZONE DISTRICT REGULATIONS. SIDE YARDS:5.0' " CAPPED IRON PIPE REAR YARD:10.0' AL 1959 N.E. BLK 53 COR HORIZ. CONTROL FRONT YARD:10.0' RES. 15.0' ACCESSORY 9) DISTANCE TO NEAREST INTERSECTING STREET: 133'f. 10) NO NATURAL HAZARDS WERE FOUND TO AFFECT SAID PARCEL ACCORDING TO MAPS PROVIDED BY THE CITY OF ASPEN'S ENGINEERING DEPARTMENT. 11) LOT SIZE=6000 SQUARE FEET OR 0.138 ACRES f. LEGEND O INDICATES FOUND MONUMENT AS DESCRIBED. YPC 11/" YELLOW PLASTIC CAP ON #5 REBAR WM WATER METER EM ELECTRIC METER OT TELEPHONE RISER © CABLE RISER GM GAS METER 13 E3 Ei FENCE LINE RO ROOF OVERHANG (r) RECORD W FIELD DECIDUOUS TREE EVERGREEN TREE G BURIED GAS LINE s BURIED SEWER LINE 6"/12'— TRUNK DIAMETER/DRIP LINE RADIUS SURVEYOR'S CERTIFICATE I, MICHAEL P. LAFFERTY, HEREBY CERTIFY THAT THIS MAP ACCURATELY DEPICTS AN IMPROVEMENT SURVEY PLAT PERFORMED UNDER MY SUPERVISION ON 09/2020 OF THE ABOVE DESCRIBED PARCEL OF LAND. THE LOCATION AND DIMENSIONS OF ALL IMPROVEMENTS, EASEMENTS, RIGHTS —OF —WAY IN EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THESE PREMISES ARE ACCURATELY SHOWN. ERROR OF CLOSURE IS LESS THAN 1 /15,000. MICHAEL P. LAFFERTY PLS. # 37972 Q Q K CU - 2 CU - 1 CU - 3 SETBACK LINE LEGEND PROPERTY LINE HARDSCAPE SNOWMELT (PER MEP) Consultants: Issuances and Revisions: COPYRIGHT 2021 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SCALE: SHEET TITLE: PROJECT NO: 1" = 8'-0" 22037.00 PAN ABODE 211 W. HOPKINS AVENUE ASPEN, COLORADO 81611 FOR CITY OF ASPEN architecture / urban design / interior design 500 w. main st. aspen, co 81611 970.544.9006 1830 blake st. denver, co 80202 303.308.1373 2021.05.07 CONSTRUCTION - PERMIT bl u e g r e e n www.bluegreenaspen.com © copyright bluegreen LANDSCAPE ARCHITECT BLUEGREEN 300 S. SPRING ST. SUITE 202 ASPEN, CO 81611 TEL: 940.945.8675 CONTACT: SHERI SANZONE 4'- 3 15 16 "8' - 0 " 85 ' - 6 " 10 - 1 1 " 6 ' - 8 " 3'-3" 3' - 3 " 29 ' - 9 " 14 ' - 7 " 9' - 1 0 " 3'-6" TYP 3'- 6 " TY P 3'-0" TYP 3' - 0 " TY P 9" 6' - 6 " 18'-3 " 9" 1' - 0 " 31'-1 0 " 11 ' - 3 " 6'-2" 1' - 6 " 5'-9" 5' - 6 " 6'-2" 12 ' - 4 " 11'-1 1 " 4' - 4 " 23 ' - 5 " 5'-9" 5'-0" TYP 30'-07 8" 1'-6" TYP 1' - 0 " TY P 4' - 9 " 40'-5 " ALIGN GATE TO ARCH REVEAL VARYING LENGTHS OF CONCRETE PAVERS SEE 1/L805 WIDTH TO MATCH EXISTING 7'-0" 21'-1 0 " 7' - 0 " 24 ' - 1 " 15 ' - 6 " 6' - 6 " 1'-6" 3'-5" 10'-6 " L805 1 L200 layout plan north 1 L804 DECK ENLARGEMENT SEE L804 M M Q Q K PR O P E R T Y B O U N D A R Y SIDE W A L K WEST H O P K I N S A V E N U E ALLE Y B L O C K 5 3 PROP O S E D 8 ' S E T B A C K S1 S1 L2 L2 L2 S1 S1 S1 S1 S1 S1 L2 L2 L2 L2 L1 L1 S1 S1 S1 S1 L2 L2 L2 L2 CU - 2 CU - 1 CU - 3 SETBACK LINE LEGEND PROPERTY BOUNDARY PROPOSED FENCE RE L301 PEDESTRIAN CONCRETE PAVING GRAVEL MAINTENANCE EDGE WOOD DECKING IRREGULAR SANDSTONE PAVING STONE PAVING VEHICULAR CONCRETE PAVING RAISED CONCRETE PAVING CONCRETE PAVERS CONCRETE WALL PLANTING RE L401 NOTES 1. ALL AREAS WITHIN TREE DRIPLINES NEED TO USE FLOATING SIDEWALK DETAIL FOR CONCRETE WALKWAY CONSTRUCTION. Consultants: Issuances and Revisions: COPYRIGHT 2021 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SCALE: SHEET TITLE: PROJECT NO: 1" = 8'-0" 22037.00 PAN ABODE 211 W. HOPKINS AVENUE ASPEN, COLORADO 81611 FOR CITY OF ASPEN architecture / urban design / interior design 500 w. main st. aspen, co 81611 970.544.9006 1830 blake st. denver, co 80202 303.308.1373 2021.05.07 CONSTRUCTION - PERMIT bl u e g r e e n www.bluegreenaspen.com © copyright bluegreen LANDSCAPE ARCHITECT BLUEGREEN 300 S. SPRING ST. SUITE 202 ASPEN, CO 81611 TEL: 940.945.8675 CONTACT: SHERI SANZONE SNOWMELTED CONCRETE PAVING 6/L801 RAISED SNOWMELTED CONCRETE WALKWAY RE 1/L801 MAINTENANCE EDGE RE 11/L802 SANDSTONE WALKWAY WITH PLANTED JOINTS RE 5 & 9 L801 6' FENCE SEE FENCING PLAN L301 SNOWMELTED CONCRETE PAVING RE 6/L801 SLIDING GATE RE 7/L803 CONCRETE PAVERS RE 3/L801 6' FENCE SEE FENCING PLAN L301 EXISTING TREES TRENCH DRAIN RE CIVIL HARDSCAPE DRAIN RE CIVIL PLANTING RE L400 GATE AND FENCING SEE FENCING PLAN L301 6' FENCE SEE FENCING PLAN L301 6' FENCE SEE FENCING PLAN L301 CONCRETE BANDS RE 3/L801 30" FENCE SEE FENCING PLAN L301 SANDSTONE PAVERS 5/L801 STEP 8/L801 TRANSFORMER RE MEP BEAR PROOF TRASH ENCLOSURE PROPOSED UTILITY LOCATION RE MEP DECK RE L804 6" FLOATING SIDEWALK RE 7/L801 BOLLARD LIGHT RE LIGHTING HISTORIC MARKER - RE 6/L803 MAILBOX CONDENSING UNITS RE MEP GENERATOR RE MEP SANDSTONE DRY WELL COVER RE 11 & 12 / L801 L300 materials plan north CONCRETE WALL FOR SUNKEN MECH ENCLOSURE RE 10/L801 SNOWMELTED VEHICULAR CONCRETE RE 2/L801 CONCRETE PAVING 6/L801 Consultants: Issuances and Revisions: COPYRIGHT 2021 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SCALE: SHEET TITLE: PROJECT NO: 1" = 8'-0" 22037.00 PAN ABODE 211 W. HOPKINS AVENUE ASPEN, COLORADO 81611 FOR CITY OF ASPEN architecture / urban design / interior design 500 w. main st. aspen, co 81611 970.544.9006 1830 blake st. denver, co 80202 303.308.1373 2021.05.07 CONSTRUCTION - PERMIT bl u e g r e e n www.bluegreenaspen.com © copyright bluegreen LANDSCAPE ARCHITECT BLUEGREEN 300 S. SPRING ST. SUITE 202 ASPEN, CO 81611 TEL: 940.945.8675 CONTACT: SHERI SANZONE 2 L801 CONCRETE 8 IN.- SNOWMELT (VEHICULAR) SCALE: 1" = 1'-0" 1/8" TO 1/4" WIDE SAWCUT CONTROL JOINT, 1/5 OF SLAB THICKNESS IN DEPTH. REFER TO PLAN FOR CONTROL JOINT LAYOUT UNDISTURBED SUB-GRADE OR 95% COMPACTED FILL 1/2" SEALED EXPANSION JOINT TYP. HELD DOWN 1/2"; MIN. EVERY 40' UNLESS OTHERWISE NOTED & WHERE FLATWORK MEETS VERTICAL STRUCTURES 4000 PSI CONCRETE PAVEMENT; ACID WASH FINISH; TUBING TIED TO #4 REBAR @ 18 IN. O.C. EACH WAY SEE LAYOUT PLAN FOR PATTERN; COLOR TBD BY LANDSCAPE ARCHITECT 8" 2" COMPACTED AGGREGATE R-10 RIGID INSULATION BOARD OR REFLECTIVE FABRIC NOTE 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 RATE TO ENSURE DURABILITY. 3.PROVIDE CONTROL JOINTS EVERY 10 FT MIN & EXPANSION JOINTS EVERY 40 FT MIN UNLESS OTHERWISE SHOWN ON DRAWINGS. 4.LANDSCAPE ARCHITECT TO APPROVE COLOR SAMPLES & FORMWORK PRIOR TO POURING CONCRETE. 5.SNOWMELT AREAS INDICATED ON PLAN(S); AREAS NOT INDICATED FOR SNOWMELT SHOULD MATCH THIS DETAIL, BUT EXCLUDE THE SNOWMELT SYSTEM, INSULATION BOARD. HOLD SNOWMELT TUBING MINIMUM 2 IN FROM CONCRETE LIMITS. 6.SNOWMELT MANIFOLD(S) LOCATION(S) TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3 4 IN. MINUS COMPACTED AGGREGATE 4" 8" 3 L801 CONCRETE PAVER ON SAND BASE SCALE: 1" = 1'-0" UNDISTURBED SUB-GRADE OR 95% COMPACTED FILL RE CIVIL 1 IN. OR LESS, SAND SETTING BED 2-3 IN. MAX. THICK EXPOSED AGGREGATE CONCRETE PAVER 1/8 IN. JOINT UNLESS OTHERWISE NOTED 4 IN. MIN. COMPACTED AGGREGATE RE CIVIL 5 L801 SANDSTONE PAVER SAND SET SCALE: 1/2" = 1'-0" 18"-24" 1 2 " - 1 8 " SOD JOINT 2"-4" MAX. SANDSTONE PAVER 1" THICK SAND SETTING BED 4" CRUSHED ROCK BASE GEOTEXTILE FABRIC EXISTING SUBGRADE VARIES 2"- 4 " M A X . PLAN SECTION VARY SIZES OF SANDSTONE AS SHOWN SOD JOINT CUT SANDSTONE TO BE FLUSH WITH LANDSCAPE EDGER STEEL EDGING WITH ROLLED TOP, 14 GAUGE. TOP OF EDGING TO BE 1/2" ABOVE FINISH GRADE NOTES: 1.PERIMETER TO CONSIST OF CUT STONE AND LANDSCAPE EDGE FRAME 2.FIELD TO CONSIST OF IRREGULAR PAVERS OF VARYING SIZES 3.LANDSCAPE ARCHITECT TO APPROVE LAYOUT 4.CAREFULLY REMOVE EXISTING PAVERS TO SAFE LOCATION ON SITE, MAKING SURE NOT TO BREAK UNTIL REINSTALL 9 L801 STONE PAVERS WITH GRASS JOINTS SCALE: 1" = 1'-0" UNDISTURBED SUB-GRADE OR 95% COMPACTED FILL; RE CIVIL 4" MIN. COMPACTED AGGREGATE; RE CIVIL FILTER FABRIC 2" STONE PAVER NOTES 1.PAVER & LAYOUT/STAKING TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. SOD PLANTING JOINT 12"VARIES 2" SAND SETTING BED2" SIZE VARIES (SEE PLANS) 138" 3"-4" DEPTH GROWING MEDIA 1 L801 RAISED CONCRETE WALKWAY - SNOWMELT SCALE: 1" = 1'-0" UNDISTURBED SUB-GRADE OR 95% COMPACTED FILL 12 IN. THK. 4000 PSI CONCRETE W/ SNOWMELT TUBING TIED TO #4 REBAR @ 18 IN. O.C. EACH WAY COMPACTED AGGREGATE R10 RIGID INSULATION BOARD NOTE 1.NON SLIP COMPONENT TO BE ADDED TO CONCRETE MIX. 2.CONCRETE MUST BE TESTED AND APPROVED BY CONTRACTOR AT A 5-8% AIR ENTRAINMENT RATE TO ENSURE DURABILITY. 3.CONTROL JOINTS TO BE 10-12' MAX. EXPANSION JOINTS EVERY 40' UNLESS OTHERWISE SHOWN ON DRAWING. 4.SNOWMELT AREAS INDICATED ON PLAN(S); AREAS NOT INDICATED FOR SNOWMELT SHOULD MATCH THIS DETAIL, BUT EXCLUDE THE SNOWMELT SYSTEM AND INSULATION BOARD. HOLD SNOWMELT TUBING MINIMUM 2 IN FROM CONCRETE LIMITS. 5.SNOWMELT MANIFOLD(S) LOCATION(S) TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3" min.6" 2" 6" 6" FINAL GRADE SAND SETTING BED 3, 4 & 6-FOOT LENGTH x 16-INCH WIDTH x 2-IN. THK. STONE SLAB PAVER; SNAPPED EDGE 4 L801 STONE SLAB - SAND BASE SCALE: 1-1/2" = 1'-0" UNDISTURBED SUB-GRADE OR 95% COMPACTED FILL 4 IN. COMPACTED AGGREGATE BASE SAND JOINT NOTE 1.LANDSCAPE ARCHITECT TO APPROVE MATERIALS, COLOR SAMPLES & LAYOUT PRIOR TO INSTALLATION. FILTER FABRIC 6 L801 CONCRETE 4 IN. - SNOWMELT (PEDESTRIAN) SCALE: 1" = 1'-0" UNDISTURBED SUB-GRADE OR 95% COMPACTED FILL 4000 PSI CONCRETE W/ SNOWMELT TUBING TIED TO #4 REBAR @ 18 IN. O.C. EACH WAY COMPACTED AGGREGATE R10 RIGID INSULATION BOARD NOTE 1.NON SLIP COMPONENT TO BE ADDED TO CONCRETE MIX. 2.CONCRETE MUST BE TESTED AND APPROVED BY CONTRACTOR AT A 5-8% AIR ENTRAINMENT RATE TO ENSURE DURABILITY. 3.CONTROL JOINTS TO BE 10-12' MAX. EXPANSION JOINTS EVERY 40' UNLESS OTHERWISE SHOWN ON DRAWING. 4.SNOWMELT AREAS INDICATED ON PLAN(S); AREAS NOT INDICATED FOR SNOWMELT SHOULD MATCH THIS DETAIL, BUT EXCLUDE THE SNOWMELT SYSTEM AND INSULATION BOARD. HOLD SNOWMELT TUBING MINIMUM 2 IN FROM CONCRETE LIMITS. 5.SNOWMELT MANIFOLD(S) LOCATION(S) TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 4" 2" 4" 7 L801 SIDEWALK-FLOATING (FOR DEVELOPMENT NEAR TREES) SCALE: 1/2" = 1'-0" 5'-0" 6" 4" EPOXY COATED GREASED SMOOTH DOWELS 12" ON CENTER. 2' MIN. LENGTH CENTERED ON JOINT SIDEWALK PLAN VIEW SIDEWALK CROSS SECTION CONCRETE SIDEWALK 4" EPOXY COATED GREASED SMOOTH DOWELS 12" ON CENTER. 2' MIN. LENGTH CENTERED ON JOINT 4" COMPACTED GRANULAR MATERIAL. ADJUST THICKNESS AS REQUIRED TO MISS ROOTS EXISTING SOIL. HAND OR AIR SPADE EXCAVATION SAND SETTING BED STONE SLAB PAVER; SNAPPED EDGE 8 L801 STEP - FROM DECK DOWN TO STONE PAVERS SCALE: 1-1/2" = 1'-0" UNDISTURBED SUB-GRADE OR 95% COMPACTED FILL 4 IN. COMPACTED AGGREGATE BASE SAND JOINT NOTE 1.LANDSCAPE ARCHITECT TO APPROVE MATERIALS, COLOR SAMPLES & LAYOUT PRIOR TO INSTALLATION. FILTER FABRIC DECK; RE TO DETAIL SHT L804 6" DECK FOOTING 4"X4" POST SET ON DECK FOOTER FACE PLATE 2"X4" FRAME SCALE: 3/4" = 1'-0" CAST IN PLACE CONCRETE WALL L801 10 #4 @ 12" O.C. 4- #4 CONT. TOP 5- #5 CONT. BOTTOM #4 @ 12" O.C. ENGINEERED FILL COMPACTED SUBGRADE PER STRUCTURAL PEDESTRIAN CONCRETE BUILDUP RE: TO DETAIL 6/L801 CONTROL JOINTS MIN. EVERY 10 FT; EXPANSION JOINT EVERY 40 LINEAR FT. NOTES: 1.REFER TO CIVIL & STRUCTURAL DRAWINGS FOR DRAINAGE, STRUCTURAL REQUIREMENTS & DIMENSIONS. 2.CONCRETE COLOR & FINISH TBD BY LANDSCAPE ARCHITECT. 3.REFER TO GRADING PLANS FOR TOP OF WALL & BOTTOM OF WALL ELEVATIONS. CAST IN PLACE CONCRETE FOOTING; SLOPE TO DRAIN; RE STRUCTURAL 1 IN. CHAMFER 3/4 IN. VERTICAL REVEAL FROM BOARD FORM TW PERFORATED UNDERDRAIN ENGINEERED FILL 8" 2' - 6 " 42 " M I N 2' - 0 " 3" SONOTUBE CONCRETE FOOTING CAST IN PLACE CONCRETE WALL; BOARD FORM WITH REVEALS AS SPECIFIED; HEIGHT VARIES; SEE GRADING PLAN FENCE (TYPE 4) RE TO L301 & 6/L802 PR O P E R T Y L I N E 11 L801 PAVER COVER OVER UTILITY ACCESS - SANDSET SCALE: 1" = 1'-0" UNDISTURBED SUB-GRADE OR 95% COMPACTED FILL; RE CIVIL ASTM C-33 SAND SETTING BED; RE CIVIL EXISTING HISTORICAL PAVERS CIRCULAR STEEL ANGLE CONNECTED TO DRY WELL INLET; RE CIVIL BASE COURSE; RE CIVIL GEOTEXTILE FABRIC; RE CIVIL DRY WELL INLET CONFIGURATION; RE CIVIL ASTM C-33 SAND SWEPT JOINT ASTM C-33 SAND SETTING BED TO BE REMOVED AS NECESSARY FOR MANHOLE ACCESS 12 L801 UTILITY ACCESS BENEATH PAVER COVER -SANDSET SCALE: 1" = 1'-0" EXISTING HISTORICAL PAVER 1 INCH ASTM C-33 SAND SWEPT JOINT GALVANIZED STEEL ANGLE CONNECTED TO DRAINAGE STRUCTURE BELOW; RE CIVIL DRY WELL INLET CONFIGURATION BELOW; RE CIVIL DRY WELL COVER BELOW; RE CIVIL L801 construction details CU-2 CU-1 CU-3 DN A A 1 1 4 4 B B C C D D 2 2 3 3 7 8 9 3 5'-0" SIDE YARD SETBACK PROPERTY LINE PROPERTY LINE 8'-0" REAR SETBACK 7 8 9 3 EXISTING CABIN NEW FENCE RE:LANDSCAPE (E) FLAGSTONE SALVAGED AND RESET IN NEW WALKWAY SNOW MELT AT SIDE YARD AND GARAGE APRON RE:MECH DWGS. WILDLIFE TRASH/RECYCLING ENCLOSURES GATE RE:LANDSCAPE NEW FENCE RE:LANDSCAPE EGRESS LIGHT WELL BELOW 100' - 0" NEW HOUSE RE:LANDSCAPE SNOWMELT BELOW WALKWAY RE:MECH DWGS METERS + UTILITIES BOLLARD LIGHTING RE:LIGHTING DWGS 60' - 0" COVERED ENTRY TR R CGATE RE:LANDSCAPE ALLEY BLOCK 53 PROPERTY LINE 20'-0" R.O.W. 5'-0" SIDE YARD SETBACK SIDEWALK FLAGSTONE WALK WEST HOPKINS AVENUE 75'-0" R.O.W. EAVE ABOVE EAVE ABOVE PROPERTY LINE 10'-0" FRONT SETBACK CANOPY ABOVE CANOPY ABOVE COVERED PORCH EGRESS LIGHT WELL BELOW EGRESS LIGHT WELL BELOW CHIMNEY FOUNDATION 10'-0" CABIN SETBACK TR RC 9"7 5/8" 10' - 10 5/8" DS TRENCH DRAIN RE:CIVIL DS DS 6' - 0" 48' - 0" 6' - 0" 8' - 10" 37' - 2" 54' - 0" 16' - 0 7/8" 31' - 9 1/4" 27' - 8 1/4" 12' - 1 3/4" 14' - 4 1/2" 0.31° TRENCH DRAIN BELOW RE:CIVIL A1.1 3 Sim MECH YARD C C D D 2 2 3 3 PROPERTY LINE 10'-0" FRONT SETBACK 7 8 9 3 ALLEY BLOCK 53 5'-0" SIDE YARD SETBACK PROPERTY LINE PROPERTY LINE PROPERTY LINE 10'-0" REAR SETBACK 20'-0" R.O.W. 7 8 9 3 7894 7 8 9 4 7 8 9 5 5'-0" SIDE YARD SETBACK WOOD DECK SPA SIDEWALK FLAGSTONE WALK WEST HOPKINS AVENUE 75'-0" R.O.W. EXISTING CABIN 10' - 0" 80' - 0" 10' - 0" 100' - 0" 5' - 0" 50' - 0" 5' - 0" 60' - 0" EXISTING FENCE EXISTING FENCE EXISTING FENCE WD STORAGE SHED CHIMNEY NEW CONSTRUCTION EXCAVATION RE:PROPOSED SITE PLAN EXCAVATION BELOW EXISTING CABIN TO FOLLOW FOOTPRINT TO REMAIN RE:PROPOSED SITE PLAN AND PROPOSED FLOOR PLANS COVERED PORCH EAVE ABOVE EAVE ABOVE A 1 TRANSFORMER CLEAR 3' - 0 " VA U L T 5' - 0 " VAULT 5' - 0" 8' -0" S E T B A C K TRANSFORMER A/C A/C GENERATOR -EMERGENCY USE ONLY A/C A/C COMPRESSOR SLIDING GATE TO PROVIDE MIN. 10'-0" CLEAR IN FRONT OF TRANSFORMER RE:LANDSCAPE DWGS MIN 3'-0" CLEAR 3' - 4 5/8" RECESSED MECHANICAL WELL NOT TO EXCEED 30" BELOW GRADE. TOP OF MECHANICAL EQUIPMENT NOT TO EXCEED 30" ABOVE GRADE. RE:CIVIL/LANDSCAPE DWGS WOOD FENCE RE:LANDSCAPE Consultants: Issuances and Revisions: COPYRIGHT 2021 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SCALE: SHEET TITLE: PROJECT NO: Fi l e P a t h : Pl o t D a t e : FOR CITY OF ASPEN rowland+broughton architecture / urban design / interior design 500 w. main st. aspen, co 81611 970.544.9006 1830 blake st. denver, co 80202 303.308.1373 C: \ U s e r s \ j r a m s e y \ D o c u m e n t s \ 2 2 0 3 7 . 0 0 _ P A N A B O D E _ H O U S E _C E N T R A L _ A 2 1 _ j e n n i f e r . r a m s e y . r v t 5/ 7 / 2 0 2 1 1 1 : 2 0 : 1 8 P M As indicated A1.1 22037.00 PAN ABODE 211 W. HOPKINS AVENUE ASPEN, CO 81611 SITE PLAN SCALE:A1.1 1/8" = 1'-0" 1 PROPOSED SITE PLAN SCALE:A1.1 1/8" = 1'-0" 2 EXISTING SITE PLAN SCALE: PLAN NORTH TRUE NORTH A1.1 1/2" = 1'-0" 3 ENLARGED PLAN - MECH YARD 2021.05.07 CONSTRUCTION PERMIT BASEMENT LEVEL 88' -10" T.O. SLAB LEVEL 1 100' -0" T.O. SUBFLR LEVEL 1 100' -0" T.O. SUBFLR LEVEL 2 109' -3" T.O. SUBFLR AB 11' - 2" 9' - 3" 10' - 1 3/8" PROPOSED CABIN 100' -0 3/4" T.O. FINISH 37' - 2" EXISTING CABIN 3 12 3 12 208 T.O. ROOF TERRACE 119' -4 3/8" . 204 206205 104103 105 7' - 7 3/4" 8' - 0" 122' - 4" BUILDING HEIGHT @ 3:12 PITCH BUILDING HEIGHT 22' - 7 1/2" ALLEY PR O P E R T Y L I N E 25' HEIGHT LIMIT ABOVE EXISTING GRADE (MOST RESTRICTIVE) FENCE + GATE RE:LANDSCAPE METAL SNOW RETENTION , MATCH ROOF COLOR ALUMINUM CLAD WOOD CORNER, TYP TRANSLUCENT GLASS PROPOSED GRADE FENCE + GATE RE:LANDSCAPE EXISTING GRADE SHOWN DASHED METAL HALF-ROUND GUTTER MATCH METAL ROOF COLOR, TYP SQUARE PTD METAL DOWNSPOUT, TYP PTD STEEL ANGLE TRIM AT WALL OPENINGS, TYP METAL PANEL SE T B A C K METAL EGRESS LIGHT WELL COVER, OPERABLE PER CODE METAL LADDER PER IRC R310.2.3.1 EGRESS LIGHT WELL PER IRC R310.2 MID-POINT FROM EAVE TO RIDGE CHIMNEY; BOARD FORMED CONCRETE FINISH W/PTD METAL RAINGUARD METAL FLASHING CAP, TYP FENCE; RE:LANDSCAPE METAL EGRESS LIGHT WELL COVER, OPERABLE PER CODE METAL LADDER PER IRC R310.2.3.1 EGRESS LIGHT WELL PER IRC R310.2 RE-USE EXISTING BRICKS TO RE-BUILD CHIMNEY, MATCH EXISTING BRICKS WHERE REQ'D WORK WITH HPC STAFF AND MONITOR TO DETERMINE APPROPRIATE METHOD TO REMOVE PAINT FROM LOGS. PERFORM TEST PATCH IN FIELD FOR REVIEW AND APPROVAL. REFURBISH (E) WINDOWS; PAINT TO MATCH NEW HOUSE WINDOW FRAME PR O P E R T Y L I N E 10 ' -0" F R O N T S E T B A C K AVALANCHE SNOW CLIPS, TYP HOPKINS AVE INDOOR/OUTDOOR FIREPLACE CABIN BASEMENT. 89' -11 3/4" T.O. SLAB 004 7893' - 7 17/32" 3' - 0" 3' - 0" 2' - 1" 003 (e) MTL 02 WD 03 CON 03 WD 03 WD 04 MTL 01 WD 05 REVEAL 3/4" BELOW ADJACENT SIDING WD 05 3/4" PROUD OF ADJACENT SIDING 002 3 12 3 12 METER + DISCONNECT PRE-FINISHED PRE-FAB CHIMNEY CAP HOSE BIB HOSE BIB 10' - 0" AP25 Consultants: Issuances and Revisions: COPYRIGHT 2021 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SCALE: SHEET TITLE: PROJECT NO: Fi l e P a t h : Pl o t D a t e : FOR CITY OF ASPEN rowland+broughton architecture / urban design / interior design 500 w. main st. aspen, co 81611 970.544.9006 1830 blake st. denver, co 80202 303.308.1373 C: \ U s e r s \ j r a m s e y \ D o c u m e n t s \ 2 2 0 3 7 . 0 0 _ P A N A B O D E _ H O U S E _C E N T R A L _ A 2 1 _ j e n n i f e r . r a m s e y . r v t 5/ 7 / 2 0 2 1 1 1 : 0 1 : 1 0 P M 1/4" = 1'-0" A4.5 22037.00 PAN ABODE 211 W. HOPKINS AVENUE ASPEN, CO 81611 PROPOSED EXTERIOR ELEVATIONS SCALE:A4.5 1/4" = 1'-0" 1 PROPOSED WEST ELEVATION - HOUSE + CABIN FINISH LIST - EXTERIOR MARK NUMBER MANUFACTURER COLOR/FINISH PATTERN/STYLE SIZE CONTACT APPROX. LEAD TIME NOTES 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 CONCRETE CON 03 FORM EFFECTS HUDSON COASTAL / BOARD FORMED TEXTURE 1/2" X 50" X 40"KEY PANELS, PROVIDE INTEGRAL 6" MITER CORNER WITH 6" KEYED EDGES WOOD WD 03 MONTANA TIMBER CEDAR WOOD SHIPLAP SIDIN 1/2" LAP, 8" (6 1/2" FACE) WD 04 MONTANA TIMBER CEDAR WOOD LAP SIDING 1" LAP, 6" (4 1/2" FACE) 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 ROOF PAN ABODE CABIN ROOF; PROVIDE CLASS A SSEMBLY WD 07 MONTANA TIMBER CEDAR WOOD TIMBER - CUSTOM MILL TO MATCH EXISTING HISTORIC PAN ABODE CABIN LOG RE:DWGS WOOD TIMBER WALL AND EXTERIOR RAILINGS 2021.05.07 CONSTRUCTION PERMIT 6 5 4 36" 38 15/32" 12" 3" 41 5/8" FRAME OD 43 5/8" FRAME OD 42" MIN 9 44" MIN 9 INTERIOR 1/2" 31 9/16" OVERALL DEPTH WITH DECORATIVE FRAMES 3/4" 28 3/4" MIN 9 3" 15 37 15/32" 15 43 5/8" 18" 37 15/32" 28 9/16" FRAME AND INTKAE OD 43 5/8" FRAME OD 44" MIN 9 36 1/32" 63" 7 15/32" 54" INTERIOR 8" FLUE B-VENT 44" NOTES: ( FLAG NOTES ARE ON SHEET 2 UNLESS OTHERWISE SPECIFIED ) 1 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. 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. 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 POWER REQUIREMENT: 120 VAC, 5 AMP MAX DRAW. 5 STEEL 3" SURFACE CAN NOT BE COVERED WITH ANY TYPE OF MATERIAL, 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. 7 THE 1/2" CLEARANCE TO COMBUSTIBLES MUST BE MAINTAINED ON THIS SURFACE. IF THE 1/2" STAND OFFS ARE REMOVED, ONLY NON-COMBUSTIBLE MATERIAL SHALL BE INTALLED AGAINST THIS SURFACE. 1/2" INCH STAND OFFS ARE INCLUDED ON FACE OF FIREPLACE. 8 IF STRUCTURAL BACKER IS REQUIRED FOR FINISHING MATERIAL, COMBUSTIBLE MATERIAL IS ALLOWED IN THE AREA SHOWN BELOW THE 3" DIMENSION. 9 ( SHEET 1 ) DIMENSION SHOWN IS ALLOWABLE FINISHING DIMENSION. THIS IS THE OPENING SIZE REQUIRED TO FIT THE DECOATIVE FRAME ONTO THE FIREPLACE. FINISHING MATERIAL SHALL NOT OVERLAP DIMENSION SHOWN. 10 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 AFTER FIREPLACE INSTALLATION TO ACCESS COMPONENTS DURING SERVICE. THERE SHALL BE ACCESS FROM THE INSIDE OF THE FIREPLACE AS WELL. 11 GLASS SHALL NOT BE DIVIDED INTO SECTIONS. GLASS SHALL BE SAFE T TOUCH SYSTEM THAT COMPLIES WITH ANSI STANDARD Z 21.50, MAX TEMPERATURE 172 F. 12 FIREPLACE OPTIONS: FIREPLACE SHALL HAVE LINEAR FLAME DOWN THE LONG AXIS, RIBBON BURNER. 13 FIREPLACE SHALL BE MADE USING STAINLESS STEEL MATERIAL. 14 FLASHING SHALL BE ON THE TOP, AND SIDES. FLASHING IS REQUIRED UNDER AIR INTAKE AND SHALL BE PROVIDED BY OTHERS, FLASHING MAY CHANGE PER FINISHING MATERIAL 15 ( SHEET 1 ) OUTSIDE AIR INTAKE LOCATION. AIR INTAKE SHALL RUN THE LENGTH OF THE FIREPLACE. 16 FIREPLACE IS NOT LOAD BEARING. FINSIHING MATERIAL SHALL BE SUPPORTED INDEPENDENTLY BY A LINTEL BAR. EXTERIOR REV REVISIONS DATE DRFT ENG 1 PRELIMINARY RELEASE 4-22-21 ML RB D C B AA B C D 12378 8 7 6 5 4 3 2 1 E F E F N/A SHEET 1 OF 1 BW-21499-DIM 1 PAN ABODEM.LEET ID-OD SEE THRU REV:PART NUMBER:SHEET: PROJECT NAME: SCALE: DRAWN BY: PART NAME: UNLESS OTHERWISE SPECIFIED: TOLERANCE - (1) PLACE DEC: 0.1 (2) PLACE DEC: 0.06 (3) PLACE DEC: 0.031 ANGLE: 2 FRACTION 1/16 OUTSIDE MATERIAL. EDGE OR INSIDE MATERIAL. OUTSIDE APEX. INSIDE APEX. - DIMS ENCLOSED BY AN OVAL ARE CRITICAL DIMENSIONS DRAWING AND DESIGN IS PROPERTY OF STELLAR HEARTHPRODUCTS DIMENSIONS ARE IN INCHES 4-21-21 R. BERGENGINEER: DATE: THIS FIREPLACE HAS AN ESTIMATED SHIP DATE OF 12 WEEKS. THE ESTIMATED SHIP DATE IS CALCULATED UPON RECEIPT OF BOTH THE DOWN PAYMENT DATE AND THIS SIGNED SHOP DRAWINGS DATE. APPROVED SIGN OFF DATE EXTERIOR INTERIOR Product Information Use The RS Chimney Fan is an exhaust fan used to maintain proper draft in a chimney or stack system. ovens and stoves. Description The RS Fan should be installed at the termination point of the chimney or stack section. It is typically mounted in the vertical position but may be side-wall vented as well. The fan assures a negative pressure is maintained in the entire chimney or stack system. The fan discharges horizontally (vertically, if side-wall vented) at a high velocity. The fan housing is hinged and the top can be opened for easy service and access to stack. Material Housing is 3/16” thick cast aluminum. Finished with one coat of grey hammerpaint for added corrosion resistance. Axial vanes are stainless s teel, dynamically and statically balanced to assure low noise level and vibration-free operation. Motor Split capacitor, totally enclosed. Class H insulated, IP54 Protection Class. Sealed ball bearings. Variable Speed. Thermal overload protection. Standard Equipment 2”x4” or 4”x4” Junction Box with Cover and Conduit Fiber Mat and Mounting Brackets Bird Screen 5 Amp Fan Speed Control Optional Equipment ADC 100 Fan Control EFC 211 Fan Control EW 40 Wireless Control Proven Draft Switch Listings ETL Listed to: UL378, Standard for Draft Equipment (for gas installations only) CSA-CAN3-B255-M81, Standard for Mechanical Flue Gas Exhausters (for gas installations only) Approvals CE Compliant 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. Chimney Fan RS 012, RS 014 & RS 016 . Product Information Capacity Sound Data Model RS 012 RS 014 RS 016 Discharge Horizontal Fan Type Axial Vane Motor Type Totally enclosed, Variable speed, Class H Voltage V AC 1x120 RPM 1600 CFM 0.0 Ps 1400 1950 Motor Output HP 1/7 1/3 kW 0.1 0.25 Weight lbs 47 61 kg 21 28 Dimensions A in 13.1 16.0 mm 334 407 B x B in 16.6 18.8 mm 422 478 C in 15.5 17.4 mm 395 441 D in 3.9 3.9 mm 100 100 E in 13.5 15.4 mm 950 1/10 0.08 37 17 11.5 292 14.3 364 13.5 344 3.3 85 11.6 294 342 391 Temperature Rating Interm.575°F/300°C Cont.482 °F/250°C Model Lw dB (measured in accordance with ISO 3744)Lp dB(A)125Hz 250Hz 500Hz 1000Hz 2000Hz 4000Hz 8000Hz RS 012 64 60 55 52 48 42 34 30 RS 014 75 69 65 62 57 51 44 41 RS 016 81 76 72 69 64 58 52 47 1 Junction Box 2 Conduit/cord 3 Motor 4 Motor Housing 5 Cooling Plates 6 Bird Screen 7 Base Plate 8 Locking Nut 9 Inlet 10 Axial Vane 11 Hinges 12 Capacitor (inside junction box) Amperage/System Amperage Amps 1.4/3.4 3.95.91.2/3.2