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Home My WebLink Aboutagenda.hpc.20000712ASPEN HISTORIC PRESERVATION COMMISSION July 12, 2000 REGULAR MEETING, 5:00 p.m. CITY COUNCIL CHAMBERS SITE VISITS - NOON- Meet at the first site. If you cannot attend, be sure to visit the properties on your own before the meeting. 620 W. Bleeker Strreet - Aspen Historical Society 406 W. Smuggler Street - Kienast Residence 419 E. Hyman Ave. - Paragon 5:00 I. Roll call II. Public Comments III. Commission member comments and project monitoring IV. Disclosure of conflict of interest (actual and apparent) 0 V. OLD BUSINESS 5:10 A. 19*-~'0~1[G=j*Brt,~3XXR'%~Rectury==-eumenue-the-Â¥ewwe2he=Uk. 5:10 3 3 B. 419 E. Hyman Ave. - Paragon - Minor Development and Variances - continued from June 21St. 04.Â¥Ut.-lll#~~-=9tQ~.1~-- VI. NEW BUSINESS 6:00 A. 620 W. Bleeker Street, Aspen Historical Society - Minor Development 6:30 B. 406 W. Smuggler Street - Minor Development 7:00 VII. ADJOURN NOTE: July 13th Special Worksession 5:15 p.m. City Hall - Christiania Lodge & Red Brick L I4Ks and Recreation Center Mary & Jeffrey - DRAC will start at 4:00 p.m. at Plaza I, court house plaza bldg. OJECT MONITORING Susan Dodington 240 Lake Avenue- Greenberg 930 King - No Problem Joe's 121 5th & North - Ernie Frywald 330 Gillespie Ave. Suzannah Reid 117 N. 6th St. - Coulter 414 N. First- POLE 240 Lake Ave. 312 S. Galena 7a and Main 330 Lake Avenue Jeffrey Halferty 414 N. First- POLE 920 W. Hallam- Guthrie 101-105 E. Hallam 212 W. Hopkins Ave. 312 S. Galena ~idi Friedland 232 E. Hallam St.- Pace 117 N. 6th St. - Coulter 7tlt and Main Lisa Markalunas 939 E. Cooper- Langley (work stopped) 240 Lake Avenue- Greenberg 214 E. Bleeker- Brumder 330 Gillespie Ave. Christie Kienast 735 W. Bleeker- Bone 426 N. Second 330 Lake Ave. 330 Gillespie Ave. Mary Hirsch 930 King 114 Neale Avenue (not active) 920 W. Hallam 400 W. Smuggler Street - Dodge residence 419 E. Hyman Paragon Bldg. ~lbert Sanchez 312 S. Galena 333 W. Bleeker Street 501 W. Main Christiania Lodge 330 Lake Ave. 121 5th & North - Ernie Frywald Rally Dupps 419 E. Hyman - Paragon 501 W. Main Street - Christiania Lodge 520 W. Main Ullr Melanie Roschko CONCEPTUAL APPROVALS WHICH HAVE NOT GONE TO FINAL: 4 W. Hallam (Poppie's), expires April 26,2000 9 W. Francis, Lot B (Vickery), expires August 12,2000 735 W. Bleeker old house expires Oct. 14,2000 302 E. Hopkins- September 22,2000 HPC Legal Procedures (Submit affidavit of notice for PH - conceptual) Swear In Staff presentation Applicant presentation Board Questions and Clarifications PH opened and closed Board Comments Applicant Comments Motion Resolutions 2000 ~ 330 Lake Ave. January 12,2000 333 W. Bleeker St. January 12,2000 3. 221 E. Main Street January 12, 2000 4. 312 S. Galena January 26,2000 5. 501 W. Main St. Christiana Lodge Feb. 9,2000 6. 130 S. Galena Street, City Hall Feb. 9,2000 7. 520 W. Main Street Ullr - Minor Feb. 9,2000 8. 110 W. Main Street Hotel Aspen Conceptual Feb. 9,2000 9. 417 E. Hyman Ave. Paragon Feb. 9, 2000 10. 330 Lake Avenue Feb. 23,2000 11. 213 W. Bleeker - Landmark Designation Conceptual March 22,2000 12. 7th & Main Affordable Housing March 8,2000 13. 333 W. Bleeker Street March 8,2000 14. Aspen Grove Cemetery - fence April 12,2000 15. 834 W. Hallam St. - extension of conceptual April 12,2000 16. 920 W. Hallam Lot A - April 12, 2000 17. 920 W. Hallam Lot B - April 12,2000 18. 213 W. Bleeker Final - April 26,2999 19. 240 Lake Avenue Parking Variance - April 26,2000 20. 505 N. Eighth Street - Fence Variance - April 26,2000 21. 943 Unit C E. Cooper variance parking - April 26,2000 22. 819 E. Hopkins Ave. partial Demolition - May 10, 2000 23. 330 Gillespie Ave. - Minor Development - May 10,2000 24. 110 W. Main Street, Hotel Aspen Conceptual - May 24,2000 25. 221 E. Main Street, Explore Booksellers - Final - May 24,2000 26.945 E. Cooper Ave. Unit D - Variance Parking - May 24,2000 ~~ 609 W. Bleeker - Conceptual - May 24,2000 1006 E. Cooper Avenue - Landmark Designaiton - June 14, 2000 29. 129 W Francis Strreet - Extension of Conceptual approval - June 14,2000 30. 609 W. Bleeker Street - Final Approval - June 14,2000 31. 424 E. Cooper Avenue - Minor Development - June 14, 2000 32. 330 Lake Avenue - Outstanding issues from final - June 21,2000 33 LiN (F, 4.- 90/6\31-3 6,0.-d-4 EXHIBIT =rE 8 j 1 4-,&-4 MEMORANDUM TO: Aspen Historic Preservation Commission THRU: Julie Ann Woods, Community Development Director Joyce Ohlson, Deputy Planning Director \JAD FROM: Amy Guthrie, Historic Preservation Officer RE: 419 E. Hyman Avenue, Paragon Building- Minor review and variances, Public Hearing (Continued from June 21, 2000) DATE: July 12,2000 SUMMARY: HPC has granted approval to make modifications to the south, east, and west sides of this building and the project is currently under construction. Throughout the course of several meetings held regarding this landmark structure (November 17, 1999, December 15, 1999, and March 22,2000), the applicants have been asked to restudy certain parts of the proposal and have introduced additional requests for alterations to the facades and rooÂ£ A request to change the front entry was withdrawn on nd March 22 , and alterations to the roof have been tabled for discussion by HPC since December 15, 2000. At the December meeting, HPC saw a roof plan that showed a stair access and elevator penthouse, two skylights, and some mechanical equipment. The applicant represented that the stair was required by Building Code and did not suggest any further activities were planned for the roof. A mock-up of the staircase caused substantial concern on HPC's part and the topic was delayed for further study. The HPC did grant approval for the skylights, finding they did not negatively impact the building. Staff brought up at the meeting that the building is over the height limit and that no improvements could be made to the roof unless needed for code compliance, but was remiss in not identifying the skylights as an issue. Obviously they are not a code requirement and the HPC had no authority to approve them over the maximum height. In several conversations in the following months, the architect was informed more specifically of the height restrictions and the Building Department was consulted for their opinion. A meeting of all parties was held prior to the March 22nd meeting, and it was stated that variances would be needed for the rooftop proposal and that all elements would have to be absolutely minimized in height. At this time, HPC is asked to review a smaller version of the stair and elevator tower, and other elements proposed for the roof. Every activity that increases the building's non- 1 conforming height shall require a variance, with exceptions noted later in this memo. Both the minor review standards, and the standards for granting variances, are applicable. APPLICANT: 419 E. Hyman LLC, represented by Dennis Wedlick architects. LOCATION: 419 E. Hyman Avenue, The Roaring Fork Arms Condominium, City and Townsite of Aspen. VARIANCES 26.314.040 Standards applicable to variances. A. In order to authorize a variance from the dimensional requirements of Title 26, the appropriate decision making body shall make a finding that the following three (3) circumstances exist: 1. The grant of variance will be generally consistent with the purposes, goals, objectives, and policies ofthe Aspen Area Community Plan and this Title; Staff Response: A variance for improvements to the rooftop of a historically designated building is not inconsistent with the Aspen Area Community Plan. The AACP supports the concept of creating high-density housing in town, keeping historic buildings in productive use, and adding vitality to the downtown area. 2. The grant of variance is the minimum variance that will make possible the reasonable use ofthe parcel, building or structure; and Staff Response: Sheet A3.22 provides the maximum height for each element proposed and the variance required. Roof plans and elevations are also provided to show the elements in relationship to the existing parapet wall. As explained above, the building is over the 40 foot height limit in the Commercial Core. According to the City standards, height on a flat roof building is measured from natural or finished grade, whichever is lower, to the top of the roof surface. In this case, the existing building height is 43'4". Any construction over that height requires a variance, except for the boiler flues, fireplace flues, and range exhaust, which all qualify for exceptions related to mechanical equipment. (The HPC may still comment on the location of these elements even though a variance won't be required.) The remainder of the objects on the roof, the mechanical chase, stair bulkhead, dumbwaiter override, skylights, guardrails, spa, mechanical chiller unit, landscape planter box, wet bar/grill, and rooftop terrace do not qualify for an exception or are beyond the allowance provided in the land use code. The objects listed above are amenities desired by the applicant. While it may be stated that some things, like the staircase and guardrail are designed to meet the UBC, they are not required by the UBC in that it is the applicant's decision to occupy the rooÂ£ 2 Therefore, the need for variances is self created. The applicant has stated to staff that use of the roof is important as an incentive to offset the substantial costs of restoring the building and allows for better livability of the space due to HPC's prohibition on adding some of the new windows that were desired. If this standard is to be met by minimizing the variances needed for reasonable use of the building, staff finds that the rooftop elements must be as low in profile as possible. The applicant has provided site line information at various distances from the building to demonstrate that even the tallest piece, the bulkhead, is not visible until a couple of blocks away, and therefore nothing below that height will be able to be seen. Nonetheless, it is possible to eliminate even the slight view of the bulkhead by lowering the height of the it more, by not covering the staircase and using snow melt on the treads, or by using a flat cover that slides across it. These options are not discussed in the application, but the applicant has stated that the appearance of the pitched roof on the bulkhead was thought to be more desirable than the "doghouse" shape indicated on the elevations with a dashed line. (HPC recently approved a covered stair on the roof of the Elks Building, but it should be noted that the stair is solely for the purpose of accessing mechanical equipment, is roughly one quarter of the size proposed for the Paragon, and has the "doghouse" form.) In terms of the height of other elements, the mechanical chase is eligible to reach a height of 50'0", but exceeds that by another 3'2". Staff would support a variance based on the need for adequate mechanical systems for the building and would also support the 1'2" variance needed for the chiller. The dumbwaiter does not qualify as mechanical equipment and needs a substantial variance (10'1"). The applicant must provide information on any other system available to serve the purpose or any other means to lower the height. The large skylight at the back of the roof cannot be flat for structural reasons and the flat skylight is as low in profile as possible. The skylights will not be visible to the public and are reasonable in light of restrictions on the exterior of the building. A handrail is shown along the parapet wall where it will provide the necessary protection required by the UBC. Staffs only objection to the guardrail is that it will be attached to the historic masonry and could cause unnecessary damage. A railing is shown along the eastern side ofthe roofwhere no parapet wall currently exists. The spa is located in the center of the roof and will not be visible to the public. It is staff' s understanding that the unit is as low as possible, but further information is required from the applicant. Similarly, the wet bar appears to be low impact, but should be discussed further. A plane box is proposed in front of the chiller unit to screen it from view. The plane height should be lowered to be only what is needed for low shrubs. It should not be built to accommodate trees, which bring up other issues of visibility to the street. 3 A remaining concern with the granting of variances to facilitate this proposal is that the plan makes the entire roof area open for occupancy. This means that at any location on the roof the applicant may come in later and add furnishings, umbrella tables, strings of lights, potted trees, and other elements which may become visible from the street. These objects will not require building permits or HPC approval and could turn this proposal into something that does affect the character of the building. Staff therefore would recommend that activity be held back a significant distance from the front parapet wall by construction of a guardrail and that the concrete roof terrace also be limited to discourage illegal use of the front portion of the rooÂ£ The applicant has requested that the entire roof be usable, with other conditions of approval that prevent installation of furniture and objects towards the front of the building. This condition would require staff to "police" the building in the future and is not appropriate. 3. Literal interpretation and enforcement of the terms and provisions of this Title would deprive the applicant of rights commonly enjoyed by other parcels in the same zone district, and would cause the applicant unnecessary hardship or practical difficulty. In determining whether an applicant's rights would be deprived, the board shall consider whether either of the following conditions apply: a. There are special conditions and circumstances which are unique to the parcel, building or structure, which are not applicable to other parcels, structures or buildings in the same zone district and which do not result from the actions of the applicant; or b. Granting the variance will not confer upon the applicant any special privilege denied by the Aspen Area Community Plan and the terms of this Title to other parcels, buildings, or structures, in the same zone district. Staff Response: The building was constructed prior to the establishment of height limits and is therefore "non-conforming." It may be reasonable to find that this creates a hardship to the applicant, depriving them of rights enjoyed by other buildings in downtown. However, occupancy of the roof is not a right. Staff does find that access to the roof is reasonable, but impacts must be absolutely minimized, as described above. MINOR DEVELOPMENT No approval for any development in the "H," Historic Overlay District, or involving historic landmarks shall be granted unless the Historic Preservation Commission finds that all ofthe following standards (Section 26.415.010.B.4) are met: a. The proposed development is compatible in general design, scale, site plan, massing and volume with designated historic structures located on the parcel 4 and with development on adjacent parcels when the subject site is in an "H," Historic Overlay District, or is adjacent to an historic landmark. For historic landmarks where proposed development would extend into front yard, side yard and rear yard setbacks, extend into the minimum distance between buildings on the lot, exceed the allowed floor area by up to five hundred (500) square feet, or exceed the allowed site coverage by up to five (5) percent, the Historic Preservation Commission may grant necessary variances after making a finding that such variation is more compatible in character with the historic landmark and the neighborhood than would be development in accord with dimensional requirements. In no event shall variations pursuant to this Section exceed those variations allowed under Section 26.520.040(B)(2), for detached accessory dwelling units. Response: The proposal will not affect the design of the building to the extent that elements are not visible from the street and are not intrusive when viewed from above. All mechanical equipment and vents shall be required to be painted to blend in with the roof and there shall be no reflective materials used. b. The proposed development reflects and is consistent with the character of the neighborhood of the parcel proposed for development. Response: There are other ~ downtown buildings which have made use of the roof for spas and other elements. All but probably one (the Independence Building), are under the height limit. c. The proposed development enhances or does not detract from the historic significance of designated historic structures located on the parcel proposed for development or adjacent parcels. Response: The project will not affect the significance of the building as a prominent 19th century commercial building. d. The proposed development enhances or does not diminish or detract from the architectural character and integrity of a designated historic structure or part thereof. Response: This proposal will not detract from the architectural character of the building if modified as discussed above. ALTERNATIVES: The HPC may consider any ofthe following alternatives: â€¢ Approve the application as submitted. â€¢ Approve the application with conditions to be met prior to issuance of a building permit. 5 â€¢ Table action to allow the applicant further time for restudy. (Specific recommendations should be offered.) â€¢ Deny approval finding that the application does not meet the Development Review Standards. RECOMMENDATION AND RECOMMENDED MOTION: Staff finds that there are height and compatibility issues with the stair bulkhead, dumbwaiter override, guardrail, spa, wet bar, and plane box that must be resolved before the review standards can be found to be met. The applicant may provide additional information as to ways to lower the heights ofthese elements at the HPC meeting. Additionally, staff finds that there must be some limitation of the area to be occupied to sufficiently protect the integrity of the building in the future. Exhibits: A. Staffmemo dated July 12,2000. B. Application. C:home/amyg/cases/minor/419eh 6 APPLICANT: ADDRESS: REQUESTED ACTION: Variance Pursuant to the Aspen Municipal Code, in order to authorize a variance from the dimensional requirements of Title 26, the Board of Adjustment shall make a finding that each of the following three circumstances exist: The grant of the variance will be generally consistent with the purposes, goals, objectives, and policies ofthe Aspen Area Community Plan and this title. The grant of the variance is the minimum variance that will make possible the reasonable use of the parcel, building, or structure. Literal interpretation and enforcement of the terms and provisions of this title would deprive the applicant of rights commonly enjoyed by other parcels in the same zone district, and would cause the applicant unnecessary hardship or practical difficulty. In determining whether an applicant's rights would be deprived, the board shall consider whether either of the following conditions apply: There are special conditions and circumstances which are unique to the parcel, building, or structure, which are not applicable to other parcels, structures, or buildings in the same zone district and which do not result from the actions of the applicant, or Granting the variance will not confer upon the applicant any special privilege denied by the Aspen Area Community Plan and the terms of this title to other parcels, buildings, or structures in the same zone district. ACTION: Minor Review All development in an "H," Historic Overlay District, or development involving a historic landmark must meet aHfour Development Review Standards found in Section 26.72.010(D) of the Aspen Land Use Code in order for HPC to grant approval. Standard 1: The proposed development is compatible in general design, massing and volume, scale and site plan with designated historic structures located on the parcel and with development on adjacent parcels when the subject site is in a "H," Historic Overlay District or is adjacent to an Historic Landmark. For Historic Landmarks where proposed development would extend into front yard, side yard and rear yard setbacks, extend into the minimum distance between buildings on the lot or exceed the allowed floor area by up to five hundred (500) square feet or the allowed site covered by up to five (5) percent, HPC may grant such variances after making a finding that such variation is more compatible in character with the historic landmark and the neighborhood, than would be development in accord with dimensional requirements. In no event shall variations pursuant to this section exceed those variations allowed under Cottage Infill Program for detached accessory dwelling units, pursuant to Section 26.40.090(B)(2). Standard 2: The proposed development reflects and is consistent with the character ofthe neighborhood ofthe parcel proposed for development. Standard 3: The proposed development enhances or does not detract from the historic significance of designated historic structures located on the parcel proposed for development or on adjacent parcels. Standard 4: The proposed development enhances or does not diminish from the architectural character and integrity of a designated historic structure or part thereof. HAAS LAND PLANNING, LLC July 7,2000 Aspen Historic Preservation Commission do Mrs. Amy Guthrie 130 S. Galena Street Aspen, Colorado 81611 Re: Rooftop Development of The Paragon Building Dear Amy and the Members ofthe Aspen Historic Preservation Commission: We represent 419 E. Hyman LLC (the "Ownef'), the owner of The Paragon Building located on the Hyman Avenue Mall in downtown Aspen. Please consider this letter a formal application for Minor Development approval of a proposal to construct roof-top improvements on the Paragon Building. The following letter has been broken into sections in an effort to organize its content for the reviewer's convenience. Background An application to for Minor Development approval to improve the Paragon Building was first submitted and reviewed last fall, 1999. At the HPC's regular meeting ofNovember 17, 1999, the Owners' representatives, Dennis Wedlick, Holly Hamilton and Jack Wheeler, answered questions and sought the reaction of the members of the Commission concerning proposed improvements for the building. The HPC subsequently approved those aspects ofthe Owners' plans depicted in the north and south elevations and those shown in "the east elevation including the skylight shown and the west elevation option two as submitted." In accordance with the approval, the Owner began construction on the improvements depicted in said elevations. At the HPC's December 15, 1999 meeting, there was further discussion regarding the Owners' request to build a"bulkhead" on the roofofthe building. In general, members ofthe HPC were concerned about its size. The HPC toured the building during the hours preceding the meeting and viewed a life-size "mock-up" ofthe proposed bulkhead. As originally conceived, the bulkhead was to provide access to the roof by a stairway and was to include an elevator override. To accommodate both features, the bulkhead had to be fairly large. The footprint dimensions of the mock-up viewed in December, 1999, were 45'-4" by 14'-6". Due to its relatively large size, the HPC members requested that the mass ofthe proposed bulkhead be broken up by separating the elevator from the staircase, or by using a type of elevator which would not require so much space on the roof Since the November 17, 1999 approval, some uncertainty has existed on the part ofthe City regarding how its regulations impact the Owners' plans for construction on the rooÂ£ At the December 15,1999, meeting ofthe HPC, Amy Guthrie infbrmed the board that the height limit in the Commercial Core zone district is 40 feet, and that the developer cannot exceed said height unless required as means of complying with building codes. In her March 22,2000, memorandum to the â€¢ 201 NORTH MILL STREET, SUITE 108 â€¢ ASPEN, COLORADO â€¢ (970) 925-7819 â€¢ FAX (970) 925-7395 â€¢ HPC Paragon Application July, 2000 Page 2 of 10 III'C, Mrs. Guthrie stated that "various code implications of the rooftop design are being addressed by the staff, after which the applicant will be able to submit the final plan." These implications have been analyzed, and are explained and addressed in this letter of application. The Owners' architect, Dennis Wedlick, met with the HPC on March 22,2000. At that meeting Mrs. Guthrie stated that because the historic roof ofthe building is more than 40 feet high, any and all improvements proposed to extend above the roof cannot be built without a variance from the City. The relevant improvements include the skylights, the bulkhead, guardrails, certain landscaping features and a few other amenities (see "Schedule ofHeights" table on sheet A3.22 of the plan sets). The Owners' were surprised by this interpretation of the height limit and associated need for variances because the proposed roof-top skylights had been specifically approved by the HPC at its meeting of December 15, 1999. That is, inclusion of the skylights in the variance requirement represented an apparent reversal ofthe previously granted approval. Nevertheless, to ensure that all final approvals are granted correctly, the skylights have been included and addressed in the request for height variances included herein. The Proposal In compliance with staff's height limit and variance implications interpretation, the Owner is now requesting the right to build or install the following improvements and fixtures on the roof of The Paragon Building: a mechanical chase; a stair bulkhead; a dumbwaiter override; two skylights (only one ofwhich requires a variance, the other is flat); guardrails; a spa; mechanical equipment; a planter box; a wet bar/grill; and, boiler and fireplace flues, and a kitchen range exhaust (flues and exhaust do not require variances). A plan and elevations of these proposed improvements are enclosed with this correspondence. The footprint ofthe bulkhead currently proposed (27' by 9'-10") is more than 57% smaller than the mock-up viewed by the HPC in December, 1999. Much of the space savings has been achieved by eliminating elevator access to the roof, as was suggested by the HI'C. The proposed bulkhead is approximately the size of others found in the Commercial Core (i.e. those found on the roof ofthe Chitwood Plaza Building, the Brand Building and the Elks Building). The Elks Building bulkhead is a good example with which to evaluate the request for The Paragon Building. That is, the particular width and length ofthe Elks Building, its location at a street corner and the pitch ofits roof all make the Elks' bulkhead more visible than the one proposed for The Paragon Building. The bulkhead currently being requested will not be discernable from Hyman Street or from anywhere within the Commercial Core Historic District. In fact, the same is true for all of the currently requested improvements. The proposed bulkhead will be approximately eleven inches (11") higher than the peak ofthe parapet located at the front of the building (52'-10" from grade vs. 51'-11" above grade, respectively). Its exterior walls will be ofnon-reflective glass. In addition to the transparent nature of its construction, the structure will not be visible because it will be set back a minimum of 14'-5" from the front parapet wall of the building. The bulkhead will not be illuminated at night, unless 11PC Paragon Application July, 2000 Page 3 Of 10 otherwise required by applicable building codes (iflighting is required, a switch will allow the lighting to be turned offwhen not in use.) A new mechanical chase will be installed alongside the bulkhead. It will have a height of9'- 10" above the roof surface, requiring aheight variance of 3'-2". The mechanical chase will be located very close to the true center of the roof and will not be visible from the surrounding streets. Installation ofthe new mechanical chase accommodates the Owners' removal and replacement of old ventilation systems that were attached to the sides of the building with a more sensitively designed roof-top location. Similarly, the Owner has removed a set ofvents and Mower equipment that was associated with past restaurant operations in the building from the front, northwest corner ofthe roof; said vents and equipment had a height that exceeds that of the proposed bulkhead and mechanical chase (both ofwhich are set back from the front ofthe building). Two skylights are proposed. One will be located toward the rear ofthe building and a smaller on6 will be located approximately midway between front and back, along the building's east side. The skylights will have minimal impact on the building or the surrounding neighborhood. The peak of the larger skylight rises only 3'-7" from the rooftop; the skylight will not be visible from the surrounding streets because it is obscured by the surrounding brick parapet walls and set back from the building's perimeter by approximately 10 feet (its peak is set 21 feet back from the southerly edge ofthe roof). The smaller skylight is fiat and will not be visible. Guardrails are proposed for safety reasons at the rear and along half of the east side of the building (see sheet A2.41 of plan sets). A parapet exists along the remainder of the building's perimeter. The guardrail will be set back from the adjacent walls (3' from the rear and east side walls and 2' from the jog in the side wall) and will not be visible from the surrounding area. It will be constructed of metal posts with non-reflective glass panels in the back (along the alley) and of metal along the east side, where the adjoining building will fully obscure it. The guardrails will be required by the UBC and will be 42 inches in height. The surface ofthe existing rooftop will be improved for drainage and occupancy purposes. The improved rooftop will be ofbuff-colored cast concrete. It will extend only six inches over the surface of the existing roof The new surface will provide for positive drainage directed down through the interior ofthe structure into a below grade dry well for percolation into the ground; prior to this improvement, drainage was directed down the back side of the building for release into the alley right-of-way, which often caused icing problems. The remaining improvements planned for the roof are intended to make the area an integral part of the condominium located immediately below. A landscaping planter box to further hide the building's air conditioning unit and bulkhead is proposed. The type of proposed air conditioning unit was specially chosen at significantly added expense in order to ensure that it would not be as tall as the adjacent parapet wall. The Owner also plans to permanently install a hot tub, wet bar with a built-in grill, and dumbwaiter to allow full utilization ofthe space, as well as other necessities such as a mechanical chase, a chiller unit, boiler flues, fireplace flues, and a range exhaust. The kitchen range exhaust is integrated into the encasement ofthe dumbwaiter override. HPC Paragon Application July, 2000 Page 4 of 10 The roof-top improvements are designed to allow the residents of the building to live in an historic structure which has few windows while still enjoying the natural beauty which surrounds the building. Similar rooftop improvements exist on the Brand Building, the Independence Square Building and several other landmarks in the Commercial Core Historic District. Improvement ofthe roof will encourage its use, thereby making it a more vital part of the downtown area and the community. That is, in an incremental way, use ofthe semi-public roof-top space will contribute to the vitality of the downtown area by demonstrating that downtown is not just a place to shop and dine, but also a place to live. Review Requirements This application requests approval of a Minor Development and a set of height variances. Minor Development is subject to the review standards of Section 26.415.010(B)(4), and the height variance requests are subject to the standards of Section 26.314.040. Pursuant to Section 26.304.060(13)(1) ofthe Land Use Code, when an applicant is required to pursue multiple development applications simultaneously (i.e., seeking HPC approval for improvement of an historic landmark when a variance is also required), all aspects ofthe application may be combined and dealt with by a single decision-making body. In this case, pursuant to Section 26.314.020, the HPC will consider both the substantive aspects of the Owners' application for improvement ofthe roofand the necessary variances required to allow construction above the height limitation ofthe Commercial Core zone district. â€¢ Section 26.415.010(13)00, Minor Development of an Historic Structure Minor Development of an historic structure may not be approved unless the HPC finds that the application complies with Section 26.415.010(B)(4) of the Code. The applicable provisions of said section and the Owners' responses to each, are found below. a. The proposed development is compatible in general design, scale, site plan, massing and volume with designated historic structures located on the parcel and with development on adjacent parcels when the subject site is in an "H," Historic Overlay District, or is adjacent to an historic landmark. For historic landmarks where proposed development would extend into front yard, side yard and rear yard setback extend into the minimum distance between buildings on the lot, exceed the allowed,floor area by up to jive hundred (500) squarefeet, or exceed the allowed site coverage by up to five (5) percent, the Historic Preservation Commission may grant necessary variances after making a finding that such variation is more compatible in character with the historic landmark and the neighborhood than would be development in accord with dimensional requirements. In no event shall variations pursuant to this Section exceed those variations allowed under Section 26.520.040(B)(2), for detached accessory dwelling units, and This standard requires that the proposed improvements to the roof be compatible with the existing building and the surrounding development. When the project's design team learned ofHPC's concerns regarding the initial proposal at the meeting of December 15, 1999, the potential physical and visual impact of the improvements on the existing structure and surrounding buildings were substantially reduced. For instance, the footprint ofthe bulkhead currently proposed (27' by 9'-10") is more than 57% smaller than that ofthe previous proposal (which had a footprint of45'-4" by 14'- HPC Paragon Application July, 2000 Page 5 of 10 6"). Also, the planned height ofthe requested roof-top improvements has been lowered from that presented to the HPC in December. The highpoint ofthe bulkhead has been reduced from 13'-4" to 9'-6" above the roof surface. In addition, the historic parapet creates a 3'-2" tall barrier which severely limits the ability of anyone in the surrounding area from seeing structures or people on the rooÂ£ While the original idea was for the bulkhead to be "box-shaped," the current plan is for the structure to slope from 30 inches above the roof to a height of approximately nine and one-half feet. As a result, the bulkhead will be virtually unnoticeable. A sight line diagram has been enclosed with the 11" x 17" plan sets provided with this application. The diagram indicates those portions ofthe improvements on the roofwhich will or will not be visible from several identified locations in Aspen. As reported in the diagram, persons standing 41 feet from the building (the best location for viewing comparatively small details) or from 71 feet (where the building still fills the individual's field of vision), will not be able to see any of the improvements located, or any activity taking place, on the rooftop. The same is true at 140 feet, the distance from the building to the Elks Building. At that distance, no part of the bulkhead will be visible from the street (the structure shown on the diagram which could be viewed from the Elks Building is a satellite antenna which existed on the building for many years, but has been removed by the current Owner). No part ofthe proposed improvements will be visible from the Wheeler Opera House, which is located 230 feet west ofthe building. The structure immediately to the west of The Paragon Building obstructs most views ofthe building from this direction. It is not until an observer substantially exceeds these distances that the improvements can be seen. At these greater distances, no details can be easily discerned. The materials and coloration ofthe improvements proposed for the roof will make this even more difficult. Further, the improvements can only be seen from these distances when a viewer is actively looking for them, but would hardly be noticeable when viewing the general neighborhood context. Since the improvements proposed will be installed in a more or less permanent fashion, the HPC is given purview over their review. With the exception of the bulkhead, skylights and dumbwaiter override, the proposed improvements could be installed in a temporary (not permanently affixed to the structure) manner that would not require HPC approval. If this were done, the temporary improvements could be haphazardly and insensitively placed, and fewer height variances would be required. Instead, the Owner has conscientiously designed and sited and the proposed improvements in an effort to ensure compatibility and minimize impacts. Because of the existence ofthe historic parapet, the design and placement ofthe proposed improvements and the mid-block location ofthe building itself within the Commercial Core, the construction planned by the Owner will have no impact on the neighborhood or surrounding area. Although the improvements might be visible from very far away, no meaningful degradation in the view plane will take place. For further discussion ofthe individual aspects ofthe proposed roof-top improvements, please refer to the plan sets and pages 2-3 ("The Proposal") above. b. The proposed development reflects and is consistent with the character ofthe neighborhood of the parcel proposed for development, and HPC Paragon Application July, 2000 Page 6 of 10 As described above, the proposed development will not be visible from the surrounding neighborhood. The character ofthe development itselffully reflects and is consistent with the Hyman Avenue Mall streetscape. Use of the improved rooftop will typically be made by fewer than ten people. This moderate use will cause little noise or other impacts which could be perceived by others. c. The proposed development enhances or does not detract from the historic significance of designated historic structures located on the parcel proposed for development or adjacent parcels, and As discussed above, the proposed development will not distract ftom the historic significance of the building or of adjacent parcels. The faQade will go undisturbed and the proposed improvements will go almost completely unnoticed. The proposed improvements will be less visible than and will have less impact than did the roof-top equipment and improvements that have already been removed by the Owners. For instance, the Owner has removed a set of vents and blower equipment that was associated with past restaurant operations in the building; that equipment was located on the front, northwest corner ofthe roof and had a height that exceeds that ofthe proposed bulkhead (which is set almost 15' back from the front of the building). The Owner has also removed an exceedingly large satellite dish antenna (much taller than anything proposed) and seven (7) projecting "bubble" skylights from the roof. d. The proposed development enhances or does not diminish or detract from the architectural character and integrity ofa designated historic structure or part thereof. The improvements planned for the roof of the Paragon Building do not diminish or detract from the architectural character and integrity ofthe structure. The currently ongoing renovation of the building is, in part, made possible by the features which the Owner wishes to place on the rooÂ£ Without the skylights to provide interior lighting and the bulkhead to allow access to the roof, the entire project might not have proceeded. These amenities were among the reasons the Owner decided to purchase the building and to pursue development in accord with the plans reviewed by the HPC last December. Without that additional incentive, no sale might have occurred and the building might have continued to deteriorate. As mentioned above, the proposed improvements will not be discernable from within the historic district and will not have any adverse effect on the building' s architectural character or integrity. It will have little more visual impact that would an interior remodel. â€¢ Section 26.314.040, Standards Applicable to Variances As mentioned above, all of the rooftop improvements proposed for the Paragon Building require a variance from the forty (40) foot height limitation ofthe Commercial Core zone district. Note that per Section 26.575.020(B)(1)(d) of the Code, antennas, chimneys, flues, vents and similar structures are permitted to exceed the height limit by ten (10) feet, giving such structures a fifty (50) foot height limit, while water towers and mechanical equipment are permitted to exceed the height limit by five (5) feet, giving these types ofimprovements a forty-five (45) foot height limit. HPC Paragon Application July, 2000 Page 7 of 10 The "Schedule of Heights" table provided on Sheet A3.22 of the plan sets details the specific height variances required by the subject proposal. For ease of reference, the following variances are hereby requested: Guardrails: 6'-10" Hot Tub: 6'-5" Stair Bulkhead: 12'-10" Mechanical Unit: 1'-2" Dumbwaiter Override: 10'-1" Planter Box: 5'-10" Skylight: 6'-11" Wet Bar/Grill: 4'-10" Mechanical chase (vents): 3'-2" In viewing these variance requests, it is important to keep in mind that the existing roofheight is already 3'-4" above the forty foot height limit. Thus, these numbers begin with a 3'-4" disadvantage in terms ofthe improvements' ability to remain within the allowable height, and actual heights above the roof surface are less than might otherwise be expected. For instance, while the dumbwaiter override requires a 10'-1" variance, its height will exceed that ofthe roof-top by only 6'-9"; similarly, the stair bulkhead will extend just 9'-6" from the roof-top (not 12'-10"). Other factors deserving of consideration include the existing heights of: the pediment peak on the north/front parapet (51 '-11", or 11 '-11" inches above the limit); the north side parapet wall (46'-6", or 6'-6" above the limit; and the west side parapet wall (45'-3", or 5'-3" above the limit). Section 26.314.040 ofthe Code sets forth the findings required to authorize the granting of variances. The applicable provisions of said Section and the Owners' responses, are found below. 1. The grant of variance will be generally consistent with the purposes, goals, objectives, and policies of the Aspen Area Community Plan and this Title; The 2000 Aspen Area Community Plan Update, adopted in February of this year, is highly supportive of the Owners' wishes to improve the roof of the Paragon Building. In regard to conservation of historic resources, the AACP states that "the preservation process must be one of reason and balance, predictability and economic fairness." Amongthe goals of theupdated AACP is the promotion of"sensitive ack#tions" in which compatibility is defined "in tenns of ympathetic, subservient, and contextual" design. In addition, the Update urges the City to "maintain and add innovative ways to make preservation work in Aspen." The Owners feel their request represents a sensitive, sympathetic, subservient, and contextually appropriate design which reasonably balances these values with economic fairness. Furthermore, there is nothing in the updated AACP which would run counter to or otherwise prohibit the Owners' request. All ofthe aforementioned principles will be advanced by an approval ofthe current request. The construction plan has been pared back substantially from what was proposed in December. The current design allows use ofthe roof-top to take place without degrading any of the values affiliated with preservation ofthe historic structure. "We wish to encourage creativity that results in design solutions that are fresh and innovative, yet are net additions to the built environment by being contextually appropriate and harmonious" with surrounding development. "This will require the reduction ofthe riskofbeing creative inthe community's approvalprocesses." Thmproposal is creative and respectful of historic values, exactly as urged by the updated AACP. HPC Paragon Application July, 2000 Page 9 of 10 rights would be deprived, the board shall consider whether either of the following conditions apply: a. There are special conditions and circumstances which are unique to the parcel, building or structure, which are not applicable to other parcels, structures or buildings in the same zone district and which do not result from the actions of the applicant; or b. Granting the variance will not confer upon the applicant any special privilege denied by the Aspen Area Community Plan and the terms of this Title to other parcels, buildings, or structures, in the same zone district. As explained in response to standard two (2) above, the variance requests herein made are largely the resuk of "literal interpretation and enforcement of the terms and provisions of this Title P That is, one reasonable method of interpreting the terms of the code would be requirement of a height variance only for those proposed improvements which will extend above the existing non- conforming (but allowed) high-point ofthe building, which is 51'-11" above grade. Only one element ofthe current request extends above this level. Under such a reasonable and less literal interpretation only the bulkhead would require a variance (ofjust nine inches). All other aspects of the proposal would fall below the level of the building's existing nonconforming height. The City's current interpretation ofthe height limitation and variance regulations results in an absolute prohibition on the Owners' ability to improve the rooftop without variances. While the record is not complete, and thus not clear, it seems that the Elks Building enjoyed a less literal and less strict interpretation ofthe Code just last year when its roof-top bulkhead was granted approval. The roof-top of the Elks Building is higher than 40 feet above grade, yet it was allowed to add a bulkhead without any variance application or review. Similarly, the installation of a roof-top swamp cooler and bulkhead was approved for the Wheeler Opera House; the Wheeler's cooler exceeds 45' from grade and the bulkhead exceeds 40' feet from grade, yet no variance applications were required or approved. This is not to imply that because approvals have previously been granted erroneously that the same mistake should be continued, but rather that past interpretations were less literal, conservative and limiting. The past interpretations would probably not deprive this applicant ofthe rights enjoyed on other parcels in the same zone district O.e., Elks and Wheeler). The language in the regulations has not changed or otherwise become more strict since the Elks and Wheeler approvals, yet this applicant is not enjoying the same rights as conferred upon those simply because he did not seek his approvals earlier. As the owner of an historic building in an historic district, this Owner does not enjoy many ofthe same options enjoyed by owners ofnon-historic structures/properties in the City ofAspen. For instance, a deck affixed to the side ofthe structure is really not an option, yet other buildings would likely be able to pursue such a design. As an historic structure on the given site, no yard areas exist or are available for use. This owner cannot tear down his building and reconstruct one which would comply with the height limits or have a yard. In reality, the privilege of owning an historic structure often means that the owner must invest substantial sums of money to preserve and protect the historic character ofthe building. For instance, this Owner has invested substantial sums (over $350,000) to maintain the building (new roof, preservation of existing brick, installation of appropriate windows, HPC Paragon Application July, 2000 0 Page 8 of 10 2 The grant ofvarianceis theminimum variancethatwillmake possiblethe reasonable useof the parcel, building or structure; and Under the Code, a variance allows an owner to build or use its property in a manner which would otherwise not be permitted by the City's regulations (when an improvement is not prohibited by the Land Use Code, no variance is required). Existing "nonconformities" are allowed to continue under the Code. One reasonable method of considering the current request would be to require a height variance only for those proposed improvements which will extend above the non-conforming (but allowed) historic high-point ofthe building which is 51'-11" above existing grade. Only one element ofthe current request (the bulkhead) extends above this level (and by just 9 inches). Under this reasonable approach, only construction of the bulkhead would require a variance. All other aspects ofthe proposal are "extensions," not expansions, ofthe building's nonconforming height. Staffs interpretation ofthe height limitation and variance regulations results in a different, more conservative approach. Strict adherence to the current interpretation would result in an absolute prohibition on the Owners' ability to improve the rooftop without variances. In the subject case, there is no real benefit to be gained by the City through enforcing such an interpretation. That is, from street level it will be difficult, if not impossible to discern that the proposed improvements exist at all. There will be no recognition that they extend above the zone district' s height limitation. The Owners' plans for the roof-top are reasonable, and there is nothing extravagant proposed. 0 As mentioned before, the size and scope of the improvements which the Owner hopes to construct have been cut back substantially from those reviewed by the HPC last December. The improvements will not have a material impact on the visual character of the building as a part of the downtown landscape. Because ofthe existence ofthe historic parapet, the design and placement ofthe proposed improvements and the mid-block location of the building itself within the Commercial Core, the construction planned by the Owner will have no impact on the neighborhood or surrounding area. For these reasons, granting of this variance is the minimum that will make possible the reasonable use ofthe rooftop. Furthermore, as also mentioned earlier in this application, since the improvements proposed will be installed in a more or less permanent fashion, the HPC is being given purview over their review. With the exception of the bulkhead, skylight and dumbwaiter override, the proposed improvements could be installed in a temporary (not permanently affixed to the structure) manner that would not require HPC approval. If this were done, the temporary improvements could be haphazardly and insensitively placed, and fewer height variances would be required. Instead, the Owner has conscientiously designed and sited and the proposed improvements in an effort to ensure compatibility and minimize impacts. In other words, much ofthe proposed "reasonable use" could occur without variances, but to do so would run counter to the goals and objectives ofthe HPC. 3. Literal interpretation and enforcement of the terms and provisions of this Title would deprive the applicant of rights commonly enjoyed by other parcels in the same zone district, and would cause 0 the applicant unnecessary hardship orpracticaldÂ®culty. In determining whether an applicant's HPC Paragon Application July, 2000 Page 10 of 10 painting and staining, and new entryway) in a manner that would not otherwise be required. These are costs which other owners may avoid. The hardship which will be incurred by the Owner if a variance is not granted is unnecessary because the proposed improvements will have little or no visual or other impact on the building or surrounding properties. Practical difficulties will be caused as there is no practicable way to access the roof, other than the proposed bulkhead. The bulkhead is a minimal manner to reach the roof under the Uniform Building Code for stairway landings and related improvements. Practically, it will allow all able-bodied persons to enjoy the natural and man-made amenities available on the roof. Again, these hardships are unnecessary because they are based on an overly literal and conservative approach to interpreting the provisions of the Code. The roof of the Paragon Building presents special conditions and circumstances which accommodate the improvements requested here --- conditions and circumstances which were not created by the Owner. The existing parapet wall, the height of adjacent and nearby buildings, the mid-block location of the structure and the substantial landscaping which exists on the Hyman Avenue Mall and surrounding environs all combine to obscure the top of the building from view. These represent site-specific conditions that do not necessarily affect other buildings or locations in the commercial core. Granting of the requested variances would not confer on the Owner any special privilege denied by the AACP or the provisions of the Code. As explained above, the requests are consistent with the AACP and the variances would be site-specific and granted in accordance with the provisions of the Code. Several other tall buildings in Aspen have added bulkheads notwithstanding the height limitation ofthe applicable zone district. Among these are the Wheeler Opera House and the Elks Building, as discussed above. Over the past 20 years many historic buildings have been the subject of variance requests for the type of construction requested here. In general, previous decision-makers have taken a common sense approach in evaluating such requests, i.e., ifthe visual and physical impacts ofthe proposal on adjacent properties was reasonable, the request was usually granted. That is the case here. The Owners' plans to build improvements on the roofthat will have no effect on adjacent property or on any view plane. As such, granting ofthe requested variances would be appropriate given the site-specific circumstances ofthe Paragon Building and will not create a precedent upon which other properties can or should rely. For the reasons stated in this application, we urge you to approve the proposed Minor Development and grant the variances described above. Sincerely, HAAS LAND PLANNING, LLC A D Mitch Haas, AICP OwneNPrincipal E 0 0 OUTLINE OF PROPOSED - BUD(HEAD ID ~ - 10" DEPTH FOR SIRUCTURE - 2< / PROFILE OF STAIR BULKHEAD ~ AT ELKS BUILDING ////3/ / TOP OF PARAPET - / It m -0 - < ROOF AT ~- ELI<S BUILDING / ELKS BUILDING BULKHEAD AS BUILT PROFILE OF PROPOSED STAIR BULKHEAD - --tr TOP OF PARAPEr -~ F-- ROOF SURFACE 11 1 - 0 - - - m h, i8 - LI 111 in PROPOSED PARAGON BUILDING BULKHEAD # ... : 46 PM : DE NN 1 4 C) (3 fil A) 17 C C] rn ffJ 1 m 0 X D 0 I PROPOSED BULKHEAD AT ~ PARAGON BUILDING ~ PROFILE OF- - STAIR BULKHEAD / AT EU(S BUILDING - 2 7- ROOF AT /7-2 1 - 1 1 r i / /~ ELKS BUILDING ''ll i l/ ROOF LEVEL AT ~ PARAGON BUILDING ..... i.',444-rÂ·-.'44+Wrâ€¢â€¢W.'A-â€¢46444-Â¥i.1,'4444,4-, ,1,.. . 1 . *.Ill . .... 1... .- 4.4.. lu 4 0 1 v. ,n COMPARISON OF STAIR BULKHEADS AS THEY APPEAR ABOVE PARAPET LEVEL (8 tt 6, ... 1 1 1 1 _~ 1 1 1 -1 1 1 I it [ 2 1 1 1 1 1 1 1 1 ] 1 1 1 1 0 W lu lA 1/ la 14 lD 1/ 1f 10 ly .U 41 Â£4 $ 44 66 CO 41 Â£O ./ .U .1 a. O In-Hou! e O Issue - 1 41&441 X-l 2'-9 7/8- 5'-2 92- - BOILER EX+WIST v- 1 2 h f Er 4 / f 19' ~ le BRICK FACED , ~Â· , Dennis -1 \ Â¢1/ N ~- AREPLACE CHIWNEY Wedlick 1/\/ .1 / / Architect LLC i lÂ» W RD - RANGE EXHAUST -/ . ~ 41*#- FltS- tx DUMBINTER - / : ./ 13'-~1~ Fur,60Â°=68 / 1 Bâ€¢R/KITCHEN COUNTER. : EXISTING ROOF \ SEE LANDSCAPE DRAWINGS ' SLOPE *3/8./Fr T- . / i \ N i / t / (.70$ .7-000, 1 i \ I / - \ SKYUGHT OPENING 1/â€¢r / FOOT NEW CRICKEr - S- , ~ \ - NEW DUAL LEVEL 1 ROOF DRAN. Ir. W CHIMNEY FOR MECHANICAL /1 /15 EXHAUST AND INTAKE, ELEV. 1-11% Â·1 SHAIT VENr, PLUUMNG vENT \ 1 74 - SPA DECK 2 ~ ~ -~ ~- ELEVATOR BELow 0 \ GLASS STAIR EXISTING , -\BULKHEAD 7 9,a,PEt /1 L k : \ 0 I a I , OK 6- - - -.--il-- L - / I 1 / - SPA ' i ~ PED]IMENT ,i Â· - EXISnNG P--4 ' i | ~ | 3 1 ; 34 - -- EASTING ROOF ; /--1.- SLOPE *3/87FT C E Â·- [14 1 N- ' 1 -1 .M- D / 1 1 , BRICK FACED L__________1 -2 4 Z - ~27- FIREPIAGE CH.EY , 1 .. - Crl / p- 6- CURB. IYP. ' 1 \/ 1 Al- : i iÂ· SKYUGHT (FW) / 1 M.-r 04 CLEAR OPENING ~PLANTER BOX, /19 1-= J i '-3 / 1 220.-9- ~- SEE LANDSCAPE DRAWINGS 4'-3. 8%8 1 1/ 0 : : : - 4/ Cap , 1/4 / FOOT 1/4~ / FOOT ' / - 11 a -1Â»7+. ...... A - = w /1\ 0 ~ EA~ E I / 3'-6 GUARD # K--1 ~ RAIL, rm. fi ~ , ' ~ ~ m Q <C ~ '1 / 4 . . - SLOPE t3/8-/FT 1 1.1 / - 1.1 1- J 1 Oill-LER UNfT- SEE MECHANICAL ~r~ 1 7 1 f ~RD ~ Z e EXISTING 3,-0- 0 0 7 N , 4 NEW STRUCDRAL SLOPED DECK 1/4~ / Fool 00 0 .-1 23'-9- Â· , . a f 06 , 1 \ 04\ Al . 2-0. 0-1 12'-0 1/2- 12Â·-3, ! FL- E-- ! 06/30/00 | 2130 ROOF PLAN /-4 A2.41 0= U./ A2.11_41 JT K Â®2000 Deants Vidack Arehilact LIC [ / IL A HoT To SCA LE < 1 | ROOF PLAN Scale:e.AALÂ·â€¢=-4~-01 ~ .. These documents illustrate an original design by Dennis Wedlick Architect LLC (the "Architect"). They are the property of the Architect, who retains all comman law, statutory and other reserved rights. including the copyright, They may not be reproduced or used for any A purpose without the Architect's written consent. 1-\m SNOIi-LVME[17[ OaÂ¥301 Dale: 1 6 0 4 14 10 1f 10 ly .U .1 ./ ./ 44 40 40 41 .0 ./ 3. .31 3. i i i f .- ii. - r- 1 1 . 7- - i I 1 .1..... 1- 1 1 1 1 1 1 1 Y - 1 .1 1 Â¤ In-Houi e O Issue ; . X- TOP OF MECH. PROPOSED GLASS EL. 53'-2- - AND STEEL STAIR BULKHEAD) ~ T. O. BULKHEAD <6 | L '. W- KITCHEN RANGE EL. 52'-10 - STRUCTURE 5KYUGHT ROOF I- EXHAUST -1- PROPOSED OVERRIDE FOR , 6'-8 MIN. HEADROOM 1.ADDER TO. ~~, ~ DUMBWAITER -4---**Â·A/~ 1--FIREPLACE FLUE GUARDRAIL 4 w..- 1 - STAIRWAY TO 3RD FLOOR e [bar, FIRE ESCAPE PROPOSED c!=22=5 / PROPOSED h NAIR EULKHEAD - \ L- T. O. PARAPEr 2 BEFIO , Dennis TOP OF- PEJUPET PROPOSED GUARD r GLASS AND PROPOSS SPA ~- WEr PR l j ~~ ~STING PARAPET / STL SKYUGHT GRU AREA - Â· EL 46'-6- ~ | k ~ - PROPOSED ROOF Wedlick T. 0. PARAPET ~ BEYOND . - rr . I -/ --31--3..1.-mir , 7*-*.1>â€¢.... NORTH PACADE - - 1 1 Vt/1 SURFACE WEST FACADE EXEnNG ROOF Architect LLC ~ - EL 45 -3- i ' 3 0 .I 1'1 ~ ROOFI Â·~ ~ 1 -/ 1 1-- 1 1 -- ..Er:Al.0- 4/ f as <â€žUlr ~13'- . 8 r srEp r SURFACE (212} 025-9222 =G:32!NT RON' * 7.-'Â«~ - Jr -/.....iâ€ž---4.-1--ImÂ·-C--Â· + HIGH POINT 7 -' L 1 - L. P -1 -1 - -1 - . 4: 0212) 025-8086 174 6Bdillnd A,~nu., Suit, 102 EXIST. ROOF 1 Bm:1 26-0=1 T- EL 42'-10~ P"= (070) 9/7-0630 S-d Un 1 | ROOF ELEVATION LOOKING WEST CO 25 16- A l 4 p- - 7 MECHANICAL CHIUER Â· - BULKHEAD BEHIND REPLACE FlUE SrfUGHT BEHIND C=J ~- WALL MOUNTED GUARD RAL , UNIT aE},INO PROPOSED T. O. PARAPEr 20- a lu DISnNG PARAPET WALL PLANTER BOX ~ 42- GUARIj-Lf-k-- ROOF 1+- NORTH FACADE 1- STEP 42- GUARDRNI EL 46'-C . r- 1 HIGH POINT ROOF 4 /rnATS*T PROPOSED 6 11 11 f -- 71- . i 11 1- -- . 4 Z 1 11 1 11 1 W N -1 1 - EL 43'-4- I|~ - .-r. . I lili 11,1- 1 -: 11-- -44.- - = 14,1 1 il i.. 111.- ,/ 1 1 1 2 EXIST. noo, 0 ~- -- - - ---~ --~ i (34 }UGH POINT l "- ke== - -ht 11 1 - R - , 1 Zk EL 42'-10~ ; _< 1 4 Â» A- = M 1 2 | ROOF ELEVATION LOOKING EAST D E- 33 1 021 Ul Â« [Il 1- SCHEDULE OF HEIGHTS Ze KEY PLAN : ROOF ELEMENTS EXISTING HEIGHT HEIGHT DEGREE OF APPLICABLE HEIGHT OF VS. ABOVE ABOVE NONCONFORMITY HEIGHT VARIENCE ~1 8 g e PROPOSED ROOF GRADE LIMIT NEEDED UJ I MECHANICAL CHASE P 9'-10" 53'-2- NOT APPLICABLE 50'-0" 3'-2 STAIR BULKHEAD P 9'-6" 52'-10" NOT APPLICABLE 40'-0" 12'-10" PEDIMENT PEAK E 8'-7" 51'-11" 11'-11" 40'-0" NOT APPLICABLE 1-1 DUMBWAITER OVERRIDE P 6'-9. 50'-1" NOT APPLICABLE 40'-0" 10'-1" I LARGE SKYLIGHT P 3'-7Â» 46'-11" NOT APPUCABLE 40'-0" 6'-11" GUARDRAILS P 3'-6~ 46'-10" NOT APPLICABLE 40'-0" 6'-10" F- - 1 1 MG,49 TOP OF SPA P 3'-1" 46'-5" NOT APPLICABLE 40'-0" 6'-5" 0 3 PARAPET - NORTH SIDE E 3'-2" 46'-6" 6'-6" 40'-0" NOT APPLICABLE ; MECHANICAL CHILLER UNIT P 2.-10" 46'-2 NOT APPLICABLE 45'-0" 1'-2" E- _ , 06/30/00 LANDSCAPE PLANTER BOX P 2'-6- 45'-10" NOT APPLICABLE 40'-0" 5'-10" 2130 - PARAPET - WEST SIDE E 1'-11" 45'-3" 5'-3- 40'-0" NOT APPLICABLE WET BAR / GRILL P 1 '-6~ 44'-10" NOT APPLICABLE 40'-0" 4'-10" ROOF ELEVATIONS BOILER FLUES P 6'-8" 50'-0" NOT APPLICABLE 50'-0" NOT APPLICABLE FIREPLACE FLUES P 5'-2. 48.-6 NOT APPLICABLE 50'-0" NOT APPLICABLE AB.22 RANGE EXHAUST P 5'-8" 49'-0- NOT APPLICABLE 50'-0" NOT APPLICABLE C- ROOF HIGH POINT (BLDG. HT.) E 0'-0" 43'-4" 3'-4" 40'-0" NOT APPLICABLE A3.22SECT JTK Â®2000 Deockil Vedack Archilect LLC 1 . MALL) TO THE TOP OF THE FINISHED ROOF SURFACE (ALONG THE PARAPET ON THE NORTH EDGE OF THE NOTE: THE BUILDING HEIGHT INDICATED IS FROM THE LOWEST FINISHED GRADE (NW CORNER AT HYMAN AVENUE ; ROOF). LATEST SURVEY BY ASPEN SURVEY ENGINEERS, JUNE 29, 2000. A 14(7)-, -tb iCs 1 5-6 ': 13(ble:- 17'4" a=r=r=o~ These documents illustrate an original design by Dennis Wedlick Architect LLC (the 'Architect"). They are the property of the Architect, who retains all common law, statutory and other reserved rights, including tbe copyright. They may not be reproduced or used for any purpose without the Architect's written consent. 0 77VK OGÂ¥30700 'N tri Â¥Hvd EXHIBITi7 I ty / 1, 5%40 -- REHMITUAL- 21 f + --r. 98Â£46 0 51 I 1 1 .iÂ· , 1 il 1 , ' Il 11 - -1 w J-11 r-dr Aâ‚¬71Â¥61 Tku,4Â» '11" i 1 1 /1 11 \/42Â·/ 1.1 1L_Jj / r4' 1.;h i| ' 8 C: 1 2 4 17 , /1, hf 6 f~\ rvfÂ© 3-27:-7 /44 219 pti~, 0 1, 244 /1.7 ~4 14 1#- F~,2 4 ~)<c#,:< ' 1. 2 , . It /4 1 . 1,\ 1 f' g 1 . 6.- 1 A . /ry i 1\ V 'U IN 4 / td li f ~' 4 . 0 i 7.1! f , 1 ~1./f . " < ~i~ ~tf~~ -3, 4#t 64/f h~i Will AL- A 91 1 4 1 i f g , Iill ti -. h L t.12 . -I # T-Nt Tor 1 1 4.11 0 ef w '1 7--9-- *1;X i *tk/*,4-*~ ! i , 1 . 4% t) 9- --r . 1. I ~2 -4 6 %4 4- 444 9-04~i-1 11: 1 21Â»J iri ti fl. 4 '40+24 Fl j . b. C Â·.U 1 I 4/. ... .. FOKE#( UND&Â·g,el-o,cr -2Â« 1409 -EE*!FEINCE 0 F.All,INA 4*-E>TOH 0 G" = 1' 0 41**â€¢10â€¢1 VIOF-PHY, 1â€¢16. 0 6 leo 4â€¢ .714) 1 k HA-zIOW 14014'NVH9 â€¢ ,\ =â€ž14 Â· 11VJAU 'fl41114-0, 3171*3419:U 47-Â«FF 1901.,WA0312 9 14 - 1 7,4 +--â€¢: 44% 4%4 gâ€ž7 5' * UIA /2 Â·=: '7 ..3 .ty 'll,64 6 16@ Â·27Â¥44 1)0&1,1-~ /~ & 4 4. ti 4 / arte{Â·+al:. .mA 070& 149*4 - i 0~7=4\ 5*0:4Â·Â·A,- ..he ir=,4 9-2-2'~ 160',91-2 ..2/.;2**'U**Â» R 44*A >49*k 1NJ- // | ' 4 14&44 )"M 4 19,4 - ~ /1 1 1 4/4* 442* -*0 404-2/ . , .1.0 4 '~ 14.3 11744 i /7Â¢*2 1,5~~-4/~~~//* 143*W, 1 2 54.,, AiL Â»2 A EXHIBIT 4- MEMORANDUM 1 9/1.4-Â© f--1 TO: Aspen Historic Preservation Commission THRU: Julie Ann Woods, Community Development Director Joyce 0hlson, Deputy Planning Director J*) FROM: Amy Guthrie, Historic Preservation Officer RE: 620 W. Bleeker Street, Aspen Historical Society- Minor Review, Public Hearing DATE: July 12,2000 SUMMARY: The applicant requests HPC approval to make exterior alterations to the Wheeler-Stallard House, which is the home of the Aspen Historical Society. The building is a designated landmark and is listed on the "National Register of Historic Places." The alterations are part of a restoration and renovation planned to improve the condition of the building and make it more available for public use. Staff has already reviewed a building permit for some elements of the project and approved those that are related to maintenance and repairs. The issues before HPC are clearly highlighted in the attached application and drawings. APPLICANT: Aspen Historical Society. LOCATION: 620 W. Bleeker Street. MINOR DEVELOPMENT No approval for any development in the "H," Historic Overlay District, or involving historic landmarks shall be granted unless the Historic Preservation Commission finds that all ofthe following standards (Section 26.415.010.B.4) are met: a. The proposed development is compatible in general design, scale, site plan, massing and volume with designated historic structures located on the parcel and with development on adjacent parcels when the subject site is in an "H," Historic Overlay District, or is adjacent to an historic landmark. For historic landmarks where proposed development would extend into front yard, side yard and rear yard setbacks, extend into the minimum distance between buildings on the lot, exceed the allowed floor area by up to five hundred (500) square feet, or exceed the allowed site coverage by up to five (5) percent, the Historic Preservation Commission may grant necessary variances after 1 ~60, Clol~2 Â« 0 making a finding that such variation is more compatible in character with the historic landmark and the neighborhood than would be development in accord with dimensional requirements. In no event shall variations pursuant to this Section exceed those variations allowed under Section 26.520.040(13)(21 for detached accessory dwelling units. Response: The application identifies nine issues that staff felt required HPC input prior to permit. Issue 1 is the replacement of an existing cold roof system. This is a roof system that was overlaid on the original materials approximately 30 years ago. It may be considered an undesirable alteration, but it is staff' s understanding that complete removal and restoration of the original roof would be cost prohibitive. The applicant must provide additional explanation of what is being accomplished in regard to the roof at the meeting. It seems that the end result will be identical to the current appearance of the roof, with the addition of a piece of cove moulding along the new fascia and new gutters. Issue 2 is replacement of gutters along the porch roof. The applicant must clarify whether gutters are original to the building and if so, whether the style being proposed is consistent with original design or consistent with what might have been used for a high style Queen Anne house at the time of construction. Issue 3 is the widening of an existing doorway towards the back of the house. This is 0 related to the construction of a new accessible entryway. The door is not easily visible to the public and the entry must be accommodated. The HPC will need to review an elevation that shows the dimensions and detailing of the existing and widened doorway. Issue 4 is the design of the new accessible entry, including a remodeled staircase, deck, and platform lift. The Sanborne Map (attached) shows that the building originally had a porch that wrapped around the front and east side of the building, similar to what exists today. It appears that the area where the lift is to be located has been reconfigured in the past and the applicant must clarify what portions of the deck, rails, and steps are historic construction. The proposed location seems to be sympathetic to the design of the building, but also convenient to users of the building, the applicant should provide some information about what other options were considered. Issue 5, replacing decorative shingles that are beyond repair, is acceptable to staff. Only those that cannot otherwise be salvaged should be removed. Issue 6 addresses new condenser units for the building. Staff recommends that the units be moved back towards the non-historic garage as suggested in the application. The units must then be painted, screened, or otherwise camouflaged to the degree possible. Item 7 deals with staffs concerns about exterior vents. If the existing vents and flues 0 must be replaced, it should be clarified that they will be no larger or more noticeable than what currently exists. All vents and flues must be painted to match the building. 2 Item 8 is in regard to the addition of three new surface mount lights on the ceiling of the porch. Cut sheets showing the exact fixture proposed will have to be reviewed and approved by the HPC. Item 9 is a proposal to add a pair of screen doors to the front of the building. Currently there is only a screen over one of the original paired doors. Staff has no concerns with the addition of new screens, but they must be wood and the design of the doors must be approved by the HPC. The screens should be simple and compliment the style of the front doors. b. The proposed development reflects and is consistent with the character of the neighborhood of the parcel proposed for development. Response: The proposed changes will not affect the character of the neighborhood. c. The proposed development enhances or does not detract from the historic significance of designated historic structures located on the parcel proposed for development or adjacent parcels. Response: The project does not impact the historic significance of this house. This building was built for J.B. Wheeler, an investor in mining communities like Aspen, and president of Macy's Department Store. Although Mr. Wheeler never lived in the house, his business affairs manager, H.R. Woodward, lived in it until it was sold to C. Valentine in 1892 for $20,000. In 1917, the house was sold to Mary Stallard who owned the property until 1945 during which time it became known as the Stallard House. Walter Paepcke purchased the property in 1945 and leased it to the Historical Society in 1967, who later acquired the property. This structure is one of only three remaining brick Victorian 3- story residences in Aspen. d. The proposed development enhances or does not diminish or detract from the architectural character and integrity of a designated historic structure or part thereof. Response: The proposed development is part of a plan to improve the overall condition of the building. In general, the exterior modifications are modest and well thought out. As described under standard 1, additional information is needed on a few pieces of the proposal in order for HPC to grant approval. ALTERNATIVES: The HPC may consider any ofthe following alternatives: â€¢ Approve the application as submitted. â€¢ Approve the application with conditions to be met prior to issuance of a building permit. 3 â€¢ Table action to allow the applicant further time for restudy. (Specific recommendations should be offered.) â€¢ Deny approval finding that the application does not meet the Development Review Standards. RECOMMENDATION AND RECOMMENDED MOTION: Staff finds that the project in general is appropriate and would recommend approval with the following additional information and clarifications: 4~: The applicant must provide additional explanation of what is being accomplished in regard to the roof at the meeting. % Clarify whether gutters are original to the building and if so, whether the style being proposed is consistent with original design or consistent with what might have been used for a high style Queen Anne house at the time of construction. 3. The HPC will need to review an elevation that shows the dimensions and detailing of the existing and widened doorway for an accessible entry. id The applicant must clarify what portions of the deck, rails, and steps affected by the accessible entryway are historic construction and provide some information about what other options were considered. 5. Staff recommends that the condenser units be moved back towards the non- historic garage as suggested in the application. The units should then be painted, screened, or otherwise camouflaged to the degree possible. 6. If the existing vents and flues must be replaced, it should be clarified that they will be no larger or more noticeable than what currently exists. All vents and flues must be painted to match the building. 7. Cut sheets showing the exact fixture prepos_%1 will have to be reviewed and approved by the HPC. 8. The new screen doors must be wood, and the design of the doors must be approved by the HPC. They should be simole and compliment the style of the front doors. y-<,0~~f-#117- ~ Exhibits: A. Staff memo dated May 10, 2000. B. 1904 Sanborne Map. C. Application. 4 / N cW STREET k ~9401 PB 1 9402 PB ~ 9816 ALd 981608 9816 OZ vfferiillri*' Iwle~ 0,;-= ~ ~~OR# &41.1 ~2 *iM?Â£'~ - Â£843~ 941&"IW/-_ - ilildlilijt//Ill'llill ,7:ki';~~ #48 - -)' . '":' 'L'1'2-2rFu- *4'Â·.b.: .. k ...1..33Â·Ak,Â·AAr-â‚¬?4'4~,thi-, 9816 PB 9&0,221~;.-': CÂ·?1&15100*8} '2iK~tdf 32.'<Â¥'.0 .4. Â·21-12,Â·.I *Ai':.Lip,Fr-- - -- - _ .iÂ·.~:1 ..%: 6. ''211+42:t.1.2,42 Ff.& : A ,-4~.r . / ---/d'bll-~-/~,4,/'-'W.. to' : ..Â· < k J 9401 POLISHED SOI.ID BRASS {11 '- 1-2 E. . .1= .? 4. , r - -J.~4 ./Amay Clear beveled glass panels, 1 -light, 60 -w i.:i , *4.1/9/// 89/WINg Max (M) Hgl. 13", Width 5", Extension 5!4", :./Â·' i Ill. . 1 :*&*111â€¢mvb.N..I illillilmili5lig.ilsinfallillill Hgl. from center of wall opening St , ~ U,1.- listed for wer loGition. 9402 POLISHED SOLID BRASS 1: r -. 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CD 1 4 E- rIJ 1 ILed -+ ~-11 I i Â· I'lÂ»"I 9, Al 4 37--0:.1 --~ Q I 'lut ('t 9.08*it i; Ir-IÂ¥ Lit _J L-1 : 'UP' 4 42 1/ Â»-j Ill - to 612-' b . <4 a I t. 1 ---6-- I . 6: , 6' 17 , 8. 2/4 2/6 9/4- %01 203 205 %07 4gÂ· 1342 E EXHIBIT 77- 41-8 A ' ~Â©A 1'7//D-u -2 ACTION: Minor Review All development in an "H," Historic Overlay District, or development involving a historic landmark must meet allfour Development Review Standards found in Section 26.72.010(D) ofthe Aspen Land Use Code in order for HPC to grant approval. Standard 1: The proposed development is compatible in general design, massing and volume, scale and site plan with designated historic structures located on the parcel and with development on adjacent parcels when the subject site is in a "H," Historic Overlay District or is adjacent to an Historic Landmark. For Historic Landmarks where proposed development would extend into front yard, side yard and rear yard setbacks, extend into the minimum distance between buildings on the lot or exceed the allowed floor area by up to five hundred (500) square feet or the allowed site covered by up to five (5) percent, HPC may grant such variances after making a finding that such variation is more compatible in character with the historic landmark and the neighborhood, than would be development in accord with dimensional requirements. In no event shall variations pursuant to this section exceed those variations allowed under Cottage Infill Program for detached accessory dwelling units, pursuant to Section 26.40.090(B)(2). Standard 2: The proposed development reflects and is consistent with the character of the neighborhood of the parcel proposed for development. Standard 3: The proposed development enhances or does not detract from the historic significance of designated historic structures located on the parcel proposed for development or on adjacent parcels. Standard 4: The proposed development enhances or does not diminish from the architectural character and integrity of a designated historic structure or part thereof. ~ Â«-r= EXHIBITIVE- THE WHEELER-STALLARD HOUSE / /'...4-44'.Â« 1 I ..24(-9 2'2Â»E5.â‚¬?D.C.,0 U Aspen, Colorado Andrews & Anderson, P.C ARCHj'IBerUKE HISTORIC PRESERVATION Pt.AKNiNG Ill~ WAS}WN,}TON AVEN[,E. li,JUE Â®0 ARairrECT OWNER MECH./ELEC. ENGINEER (/3) 278 43. naLDEN. CO]ARADO ,0401 FAX {48> m.l ANDREWS & ANDERSON, P.C. ASPEN HISTORICAL SOCIETY BEAUDIN GANZE Â®COP~NIGH12000 1120 WASHINGTON AVENUE, SUITE 200 620 WEST BLEEKER STREET 110 EAST BEAVERCREEK BLVD. ANY UNALIâ„¢ORIZE} USE CF TME~ DOCUMENTS I PR.....1H0UT GOLDEN, COLORADO 80401 ASPEN, COLORADO 81611 AVON, COLORADO 81620 AN"El I ."I.R.]N, P.C llâ‚¬ Â¥041-nD4 CON*,1 Of: PH: (303) 278-4378 PH: (970) 925-3721 PH: (970) 949-6108 FAX: (303) 278-0521 FAX: (970) 925-5347 FAX: (970) 949-6159 NAN ANDERSON BONNIE MURRY MECH. - DAVID LYLE PRINCIPAL-IN-CHARGE PRESIDENT ELEC. - DAN SCHONS -..#milip' , 97.77 . 74 Z .-94 < 2 u,4 .L:.gk C:*4 -1 E- t...3935,1 - U t: 1 ~ 4 â‚¬-A: ct J.*1 )./.a-/=*/1/1~~'~- -~Â·-â€¢-M'~mdr:.: Â·3Â·Â· *1-hÂ».4, f ZIErr.+ . - Â· :rrr =32=b Â·-- -Â· , ) 1/L 1 .4.. i 1 Â· 1- 11'1 111411,1 L.Jin..i.Jill...,I.Il,J'll,JIL 1.-I IL'4~'Z=jily: 1Â·14.Â·' - 'I Il~| ~I||~ LIli' Y. F 1 1 1 Â·~~ 95Â·1 laA- 1 1 ill ,9 'ITT-3lmif'5CVYF#*P ...... . .-' .--L_. r.- 1 ......d'.&. 1 7'7~r--IIITI~I-I~J~ Â· ~ 4,7 -W - 1 Il, ./ //-f- 1 -[w'.11 Â· 4-I i,Li i'*,M EJ JJ'"["2- '144+"-11'il a 'Â¢,*91~'f'~~1-11-.~ ~1 ~ J' ~111"lk'I[JI''I-,I Tjll'-11 '~ Ii'~'1~~"~ "I''I~"~I ~' "~' ' '"i]1'~1~-A','-~ 44 4' P, Â· 'i'~' 'Â· - :2 ISSUED CONSTÂ·K SET 41 T / I )' 111./.Fill,r. - MI i 1[1 , r |I-k or .rrl' 1,1. 11 14 DAIE (35/13/00 LE,bMl~J]]11]IMM~[1111~JI*,An, 16*7 i j'ILJJF -&inli.ilim THU- _LUEL'~ a RE,1.~1 DATE THIS PROJECT IS FUNDED IN PART BY THE STATE HISTORICAL FUND OF THE COLORADO HISTORICAL SOCIETY ORK. RLP aâ‚¬ad]) EMH M'DECT 1Â«1 9942G *e nr. s,rrwl EISAOH G 2137[E[E[HAX OptIOZOO 'uodsv Sheet Index --U%r\ COVER 81Â·EET .-16 - -~~...~=Il W Mil-*Iali#liligi X I 3 4 0 e e el- e - e---- e /01 thDE>< 5â€¢EET A'01 CODE STIOY PLAKE 1002- --v 575-09'11-E \ -- 21000' N I Andrews & CIVIL moo' ,Â·194Â° e e e e e &41 e.j 1 0 99 e e e e 9 -Il 1 Cle srTE 994,/Er Anderson, P.C. ARC:HITECTURE ------4- 1 h <A- 8. 1 \ / 1 ARCHITECTURAL HOTOIC PRESERVATION Pl ANNING Ate DEMOLITION PLAN 4 A 1 e AM eANEMENT , FIRM FLOOR FLAW 4 /*UNG] W AVe,U' 8/}Te 200 52//Ble FLOOR 4 ATTIC FLAN5 ,$0:02,&Â·Â·en GOLDEN. COLOR~DO 80Â·101 ro FAX t*) 2781,321 1 1 e A13 ROOF PLAN dA 1 1 - -Â«31-4/ ,~' Â·: * ALA 50Â·EDULES @COM,12'Gl,0 2000 ANY UNAUTHOm= 05E OF lHESE -- A21 ELEVATION PHOTO& DOCUMEN.5 IS PROHIBIBED .niOUT THE ~12:TTEN ClÂ»ISENT eF: All ELEVATION Fâ€¢4'OTCE} .NOF.- I ANDENSON, PC. L L i ELEvATION FHOTO6 E.4 ELEVATION F'Wome J , . A31 ENLONGED PLANS 4 DETAiLS 1 R 1,6 - 4? 1 n fe MECHANICAL I: :' U MU PECHANICAL LEGEK, DIAGRAMS â€¢ 5FECFICATICNS CILLILIA. , .--:2616ll-IiÂ· 1123 rECAARICAL SECOMP FLOOR â€¢ ATTIC PLANS rot râ‚¬/HANICAL BAGEMENT 1 FIRST FLOOR PLAN I131 1Â·ECHANICAL 51'ECriCATICN5 3 30.00' ~-1 30;00 \1 - Lawl?--. 40 +03' -- ,\F A i ELECTRICAL 1\ 7.b/ 6.\,. t- ev EU ELECTACAL LE,GE,). DIAaRAI-15 4 PPECEATIC,6 Eo.1 FLEDâ„¢CAL BA/EMENT , FIRBT FLOOR FUN Ell ELECTRCAL SECOIC FLOOR 4 ATTIC PLANS Z e- 1\6\- WeF. ---- ------ - sh-- E31 ELECI~CAL. EFECFICAÂ·nON5 < 2 r- e' Pm.~ li *il L..~-h ' 1 e e - r I ,42* wl 0 %39 â€¢ -1 < -1 E- %t. 9 E- O 0------- n,----~ - 6/47 00 Z t. General Notes // . * 1 -/ , 0 / .-- -1- DO NOT SCALE DRAWINGe ----0--U = -- L.,r :&3 2. ALL WORK TO BEE FEWORMIED TO AFFLICABLE BUILDING COCES , ..e el . X X. -.% . 1/ L .. . 3, ALL DIMENSIGNS TO FACE CF FRAMING LNLEESS Oâ„¢ENUISE NOTED. 4 TUE CCNTRACTOR SWALL. BE NESM:'CISIBLE POR FAMILIARIZING MIM OR 4 --- , 3 SHOUN F-OR TO FaleD<:LEEDIN; WITA CONSTRUCTION. ,-- WERSELF UMT,4 TRE CONTRACT DOCIMENTS, VERiFYINGFIELD CONCITIONS Alâ‚¬> ~1 DIMENSIONS, Ahâ‚¬> CONFIR-11NG T+4AT THE WORK MAI BE ACCCr-LISHED AS UN-W X Lk A 0. U~1 - Â· Â·---- _1~--- -- - 575Â·09'11Â¥ n 270.00' 0 5 SHOULD T+ENE SE ANY' QUESTIONS CONCE-ING TIE CONTRACT DOCUMENTS. 3 0 EXISTIN, CONDITIONS. A,0/OR DESIGN INTENT, TUE CONâ„¢ACTOR NALL BEE U._/ ~ 1 RESFDONISIBLE FOR OeTAININE:, A CLARIFICATION -CM TRE ARD41TECT PRIOR TO 1nf'IR F-OCEEDING 1014-1 TNE WORK. OR RELATED WOMRK iN QUESTION. e. TNE CCNTRACTOR SMALL 5! RESFIONSIBLE PCDR FAMILIARIZING HIMSELF WITW THE RWEIT SCOME OF WORK RIEDULE, AND DEADLINES. TWE CONTRACTOR SHALL BE KESPONSIBLE FOR ADVISIba TRE Alâ‚¬,Â·ILTECT CF ALL ITEMS REQUIRING A LONG LEAD TIME THAT UJILL AFFECT THE SCHEDULE, ANC> SHALL. C-1 SITE PLAN UPEN ZEQUEST FROM THE OUNER, SUDMIT ORDER CONFIRMATICNS AID DELIvERY PATEe FOR THE ITEMS IN QUESTICN TO TNE OUNER 3 EXISTINI WORK WIICH IS TO REEMAN SMALL eE PIEPAIRED ANC>/OR RECONDITIGNED AS REGUIRED TO MATCH AND BLENC> UJITH ALL NEW WORC 5. iNSTALL ALL MANLFACTURED ITEMS. MATERIALS, Alâ‚¬) EQUIPMENT IN STRICT ACCO~>ANCE WIT,4 THE MANLFACTUIRERS ECOMMENDED SFECIFICATICNE EXCEPT U.IHEFE THE CONTIRACT POCLMENTS ARE MOE STRIN~ENT, ANT MISCELLANEOU5 ITEMS OR MATER[ALS NOT SPE Cr,iCALLÂ¥ NaTED, BUT REQUIED FOR PROPER INSTALLATION SMALL BE FLIANISWED ANâ‚¬) INSTALLED al- TWE Abbreviations CONTRACTOR TNE CONTR,4[70* SWALL BU~41544 TO TIE OUNER ALL Symbols WARRANTIES AND GUARANTEES EQUIRED AT THE CCNCLUSICNI OF THE PROJECT. 9 AT 64 GAUGE PQ- PARQUET S. ALL CaNTRACTOR OR SUPPLIER REatESTS FOR BleSTITUTIGNS OF EFECIFIED ISSUED CONSTR. SET ITEMS SHALL BE SUBMITTED N U,RITIN(3 TO TME AAINITECT A,0 ACCOMPANIED App. ABOVE FNISNED GL. GLAE,5 REFER REFEPENCE UAT+4 THE ALTERIATIVE PRODUCT INFOEÂ·IATION. SUSSTITUTiCÂ»45 WILL BE DATE 05/=3,1% FLOOR CIR GRADE REIbF REFFORCEMENT / CONSIC>ERED CNLÂ¥ IF IT DOES NOT SACEFICE QUALITY. AF-F ARANCE. OR L) ... DA. BLDG. BUILDING 6.C, GENERAL REINFORCED NONTW ARREW DOOR NLMSER FLNCTICK COL. COLUMN CONTRACTOR 0:IN. REFINIS+4 le. THE CONTRACTOR eMALL COORDINATE WITH TME CUNER TO PETERMINE ALL CLG. CEILING WORIZ NORIZONTAL RELOC. RELOCATE / EXISTING, MATERIALS TO BEE BAL/&627 ANIC> RETAINED BÂ¥ THEE CUMER TUE CONT. CONTINUOUS RELOCATED UENE>Oul MA-< ~ CCNTRACT<DR SWALL 'CEMOVE SALVAGEABLE MATERIALS -019 TIE A-A ANC:, NT WEIGNT STORE IN A LOCATION AS DIRECTED BY THE CAUâ‚¬R ALL OTHERMATERIALS. REQ'D. REQUIRED /~ TITLE Rale[318*4 ANC> INEBRIG SHALL ENE PROMPTLY REMOvED> ANC> DISPOSED J SY CONST- CONST~CTION MAT'L. MATERIAL DRAWINe TITLE <~~ 1 38' - 1'-0" THE CONT#CTOR CLS WT. CEILING NE]GHT MAX. MAXIMUM RO. ROLIG4 OPENING FLAG NOTE (5) SEALAMT 11. TNE eANS FOR TRE DRAWING: u,El,E AB-BUILT FLOOR PLAN!5 AND A BURIEÂ¥ 6 â‚¬ CENTER.INE rme. MANLFACTURING SHTâ‚¬3. SWEATWING REMPEC> S'r THE CUNER SEE $EET (01 PER MANLFACTURER CLR CLEAR 5111 SIMILAR ROOM No. 12. SLOAE GRADE AliJAÂ¥ FROM BUILDING AT ALL DCUNSPOUTS - MINIMUT 1/4:12 MIN. MINillirl 05. DOUN SPOUT MISC MISCELLANEOUS 43/ 13. CONTRACTOR SNAIL BE RESPONSIBLE FOR REMOvAL CF ALL LEAD SPEC. SPECiFICATIONS ELEvATICN LABEL - DIU. RLP MTL METAL SQ SQUARE ABATEMENT PEER LOCAL, BTATE, AND FEDERAL EQUIREMENTS. GIllâ‚¬R SHALL BEE ciaam EMH N.I.C. NOT IN CONTRACT Â® TEMPERED FEVISION LABEL RESAONSIBLE FOR REMOVAL OF A5ENEESTâ‚¬)5 MATERIALS PEER LOCAL. STATE. AND PRGECT NO 99420 A EA EACH NIMBER T.rm TYPICAL FEE>ERAL REQUIRET-ENTS. 1- 1 ELEV. ELEVATION N NORTW CON 1.NLESS OTHERUISE 14. ETAIN ALL RADIATORS IN PLACE. .Ert 'TUE SECTION LAaEL ~ Al f INDEX ELEC. ELECTRICAL N.TS. NOT TO SCALE NOTED SHERI Ea EQUAL On. Chi CENTER VERT. VERTICAL EXT. EXTERIOR OFNG. OFIENING y.rp. VERIFY N FIELD PIN. FINISH 1 OPP. OPPOSITE VIN. vINY-L PLR FLOOR C>ETAIL LABEL PLTUD. P.YWOOD 111/ WITH 0-1 FT. FEET PT. PAINT RD. FACE CF UID. WOOD SET N. AO.1 100400' '. .. 0 /122~7 EISAOH CIN OPEJOIOO 'uodsv General Code Notes OCCUPANCY: U - MUSEUU USE H ** Â»-.1%...1.4 .&- CONSTRUCTION TYPE: V-NR 1 1 r EXISTING FLOOR ARMA 4,16 4 ALLOWABLe FLOOR ARMA 8,000 Sr EXISTING STORIES 3 El GALLERY Andrews & STOR. ALLOWABLM STORIES 2 ~ ~1 ~ ~ .Anderson, PC. ALLOWABLE BUILDING HT. 40' EXISTING 6UILDING HT. 37 ARC HITECTU RE 7 1 la, U 1. THE DUILDING WILL M SPRINKLED FOR AN ALLOWAmLE STORY INCMEASE AS PER SECTION 806 HISTORIC PRESERVAT]ON PLANNING g./ /, lu.,r- 2. suoKe DETecTOR, EXIT Devices, 2Tc., As PER ELECTRICAL Er..1..9 1.---1 1 WASHINGTON AVENUE Humi 100 GOLDEN, COIORA[)080Â«11 3. ROOFING SHALL Be CLASS C Â¥TlrEFgmT;Â¥v s.r~.I * I ~303)178-4378 4. THRESHOLDS/MLOORING TRANSITIONS SHALL 8/ 1/2" WAX. eÂ». Ill- .. 4 VAX '303) 27'-051! @Cop*GHT 2000 6. ALL CHASES/SHAFTS SHALL Be 1 H.R. RATED Wa FIRE STOPS AND SWOK= DAMPERS AS REQUIRCD. , i ,-6 (fil *Y UNWTHORI=USE oF lHEN: AND SUOKE DAMPERS AS REQUIRED. GALLERY i ~ Docusm 13 PRIMID m iou r M Â¥#mnEN CCNI'lofÂ· 1 ... i , ~ MECHANICAL 1-,Mi"'9 n' 1 < R ; ii GALLERY 1 % ANORE.. a Alme.ON. P.C 111 T ' Legend . 4./. I /~'4 N' k.~..k--L1.....-, -1-14 4 4 Â¢ L FR 1 ' . arrn-i'Â£-71 1 -------- EXIT ROUTE M.- .11 : ACCESSIALE ROUTE 1(91-me 0 - .- *64---14*r= sroR. 1 4 - GALLERY ' ' -LÂ·04,4.*-hal'~/VTÂ»,144, â€ž L M Area Calculations occ. Ad Z FLOOR UsE sr Use 1=ACTOR LOAD EXITS TOTAL EXITS/FLOOR 4 2 3 ATTIC 86S UrCHANICAL 300 3 1 2 GALLERY 713 ASSEUbLY 16 48 1 ~ Al~Iy PLAN /~h SECOND FLOOR PLAN l.3) â€¢-1 A STORAGE 116 STORAGZ 300 1 1 2 EXITS REQ'D PROM 2NP FLOOR 1/8.- 1.-0" -1 < t GALLERY 648 A S Sel,IBLY 18 44 1 <k KITCHEN 136 KITCHEN 200 1 1 r \ FIRST FLOOR 481 STORAGE 300 2 1 2 EXITS REOD FROM IST FLOOR i C 4% STORAGE I BASEUENT 357 MECH. 300 22 ' 1 - i Q 1 . 101 0 I e condition Section Variance Requested | ' STORAGE ; Ref. Code i ~ i i .1 1. EXIT STAIR FROU ATTIC IS 266' WIDE - NOT 3'-0" 1003.3.3 RETAIN EXISTING ATTIC STAIR, ADD A SINGLE HANDRAIL L -, am==r ,-ra . THeke ARE NO HANDRAILS. THE GUARD RAILS ARE 24", THE ON ONC SIDE. PROVIDe A 42" HIGH GUARDRAIL ' RISERS ARE Bu, THE TREADS ARE 10 1/2". .-----0.--* 2, THZ DOOR AT THe mASE OF THE STAIR i S 240" WIDE 1003.3.1.3 RETAIN EXISTING DOOR [3-1MI 4.- BL~ 1 -1 1 NOT 3'-01Â¢ 1 1 . -1 1; - 1.-11-L ._- - t' Il 10 te--------t i A \ \ 3 THE FRONT EXIT STAIR TROU THE SECOND FLOOR IS 1003.3.3 RETAIN EXISTING HISTORIC STAIR AS TS 31-011 WIDE - NOT 31-8" THE HANDRAIL DOES NOT VEET 11 Le. 1 CURRENT REQUIREMENTS ~\~ ~ 4. THE BACK EXIT STAIR FROLd THE SECOND FLOOR IS 1003.33 RETAIN EXISTING STAIR: ADP A HANDRALL ON ONE SIDE 19=id I MECHANICAL 3 2'-7" WIDE, THE KISERS AME 8 1/2", AND THE TREADS 4Nfl [~ ; 1.1 E -Mil E E i i .1 99-, ct=Fil=" 4 1.---1 ARI 10" | ~~77- ~ ~ STAIR~-~WI ' 4 . 5. THE PRONT DOOR IDOOR 4100} HAS 2 LeAVES WHICH 1003.3.1.3 RETAIN EXISTING HISTORIC DOORS ARE EACH LESS 7-HAN 3'-00 --=1 F~=3 9 3 2_1 ' 11 lili,1,/ . 6. THE DOOR {DOON #106) AT THE BASE OF THE STAIR 1003.3.1.3 RETAIN EXISTING DOOR AND HARDWARE. 1 M I 0 1 -' IS 2400 WIDE - NOT 3'-0" ROOkil 0103 -' 1 HALL . _k] 1 7. THE EXIT HALLWAY t200 IS y-3" WIDE - NOT 1006.3,4.1 RETAIN EXISTING HALLWAY WIDTH ' 3.88 MECHANICAL . 4 1' 111 =f -P-TruÂ£,1 0 8. THE ZXIT HALLWAY #104 IS 3'-3" WIDE - NOT 1005.3.4.1 RETAIN EXISTING HALLWAY WIDTH ' ~M P = - 1 11 . T71, 9, THE BAS=MENT STAIR #003 2'-7" WIDe, THE RISERS 1003.3.3 RETAIN EXISTING STAIR. ADD A HANDRAIL Lr 1 1 er-1 921 .1 2 ARE 7 3/41 AND THE TREADS AME 10" AND GUARDRAIL iSSUED CONSTR. SEr DAE (;5/23Â«-1 ' A ....'I -1/ 10 THE TWO BASEUENT EXITS ARE NOT SEPARATED BY 1004.2.4 RETAIN THE TWO EXISTING EXIT PATHS IN SITU. CRAWLSPACE Â· T F= rip, f LeSS THAN 1/2 THEf DIAGONAL DISTANCE. ~-11 6. L 11. THE SnCONDARÂ·r UXIT ROUTE TRAVELS THROUGH 1004.2.2 RETAIN THe EXIT PATH THROUGH THE KITCHEN. . .. ~ - 6..43â‚¬ 1;*01.Lr'l 4 THM KITCHEN. 9 c. \V 11. THE FRONT DOOR {DOOR #100) LEAVES SWING TQ 1003.3.1.6 RETAIN EXISTING HISTORIC DOORS .,4 . ~ GALLERY 9 . THE INSIDE. . M - ~ 1 F _ ' 9 1 N RLP Om EMH PRO,ECT NO. 99420 - ,F) BASEMENT PLAN g-~ FIRST FLOOR PLAN 91~-T' TITLE CODE 5rUDY ~~ 1/8" = 1'-0, Ci) 1/8. = 1'-0" PLANS -1 <Al Av.Z HSAOH -213711<HHM Â·"". 1"*979 Aspen, Colorado Site Survey Map 620 West Bleeker Block 23 (except Lots H and I) Anderson, P.C. Andrews & A.RCHrrECTURE City and Townsite of Aspen lilSTOR1O PRESERVATION PI.ANNING c'WASINGTON AVENUE. 9.I}UÂ® GOLDEN. Cal.ORAr]0-01 Pitkin County, Colorado 1â€¢AX 003) 27*0321 001)27*Â·4178 Â®CIP-GHT 2000 ANY UNAUTHOmZED U~E OF ~HE. DOCUMENTS I. PROH./0.THOUT IHE Â¥,mTIEN CONMN'[ OFÂ· ANDEâ€¢S I ANDERSON, P.C Hallourn St. a.*, Illa' ~â€¢Â«ofl.od , *+ 0 - 4 ._ 0 -0 0- 74' e . 8-, 0 - Â»11 375~0971=I 21a00' e'* !,IC ,14'0'600"e,.1Xvue 493Â· .1*--Â»M A,1â‚¬* 170 30.00 *.A# 40,0. -9 . 92*71- ~0 04 Z / 4&~PX 1 *r' 1 97 4 Fey=-e B Lot I ll < 2 \ - ~-1 E- f 1/.8 01 - B <4 to N '. 7114:"/0 ( IN 117") E-O #1 0 910 0 NU l F-' 1 GRAPHIC SCALE < s -e/ 1%: *12 J Legend and Notes: -90 -/ Â»f--1 . /= A.* . -11 - 1 41-20 11 f '400' Thts mop does not represâ€¢,1 an knprovamant auriy or n Mdical" found monument as dascrted - BearM9, ore baaed on found monmenta m shown. < 7.t,&.49.Jig 9*000-' 422::troft./ - 7ht, mop has boen prepared pursuant to the clients requeal -1/Â¢4.- to provide O site survey of thi3 property. improvement location certificote A survayor to datarmhe ownership or to discover '5pruce - This sur,sy does not repreamt c fitte amarch by this 4 2-10. T â€¢ 0 1 / / 7 Â¥- , Â¥ucâ€¢ ~71:lt.,-0, eosements or other encumbrancos of record 1%..0 - .A - This property i, subject to opp,ent easements for - - L at,w u#,1/#. d #4* 8* 1. 1 14/06 - Fences are ahown hercon for ~,formotion only and do not 732 Cottanwood 0.1- 1, Reces,-9 repreaent 1,nits of ownerahip /1,1/I 0 0*f*/ 44 i ih *0,0 0 2-4 1 '41 2... 60.0. 2,Â· 34. -,0.*r Surveyor's Certil,-cote l Lt- te/, :.914 4 SlEPHEN L. EHLERS, being a Registered Land Survejor in : 0-t. Patip the Stole of Co/orodo, do hemby cort#Y thot thjs mop of 4 00 ..L_ /1.4/Â£1* 690 6/0,/ AF:.4 existing conditions was prepared by me and under my 5 -t{*T-7M V 3,Â·per,IWOO *01.0 sur-y moN ty me Mid u,)04 my i #,4 r AP,e I s,pervision and that both the survey and map cre true ind Â® 12. accu,01â€¢ 10 the bast of my knonÂ¢,40 md balk,f Cotton 12~.0.4 < - *10~ 50# 4-< . 001- g.t-000Â£ \ If STEPPEN L EHLERS Â£ 5.20733 DATE t .... . ,\:110-d Note: mis topolaphy map complies with National Mop e i \V. Accuracy Stanckrds for topographie mâ‚¬ps. Wlwre checked ir- 1 - and well del),ed pobts should be plotted with* 1/30' 01 905 of points ,hou#d be withb 1/2 the contour k,torval Niton the, true pos#,bo. C>#Ax, 065*7 abou/d be basâ€¢d upon d? 1 spot ate'*kia, p/el' contoct Sch..... Gordon 'ejer, Ins. for tha spot *1~700,1 :formabon. 0 21 â€¢ ISSUED CONSTR. SET 1.1 DATE 00= 'f *~0. 0.- 6 BURIED BEPHONE LNE - S,GN Li ~an,90' DA- -9 - BURED GAS UAE M Sts VALâ‚¬ 1, - -1 J-Â»9, *94 >< FENCE LAE ~ CURB STOP --S75~]9*11~E 27000' â€ž1Â£3,klt 4/ 11 -5Ltto"Ul Â®*t j. 0 PO#ER POLE ugz====n ROCK WAiu -- Ct,poed - N-* CABLE TELEASION LINE * UGHT POLE 4 1008 - 44 ;WER WILIE - 0- El.ECIEA L/NE - I - WAJER UNE ch.0 & a,tfâ€¢r -ss- SANHARY SEWER UNE * F?RE *O&4NT O lnEP#a~- 8~R wRHEAD UnLITY UNE O CAaLE REER $ SEWER MANHOLE c:29:j amr cue~~ms STORM ORAN NLET ORA- Bleeker St. 9 =-1=E El EZECIZe ;RAACS,OBWEr ..... Â£1â‚¬RGeEEN mEE 4~ ANCHOR 80LT ...... 99420 NOTE O alugH LIE liE. /1, â‚¬ AS AE?ER Â® ELECTRiC MEIER SITE SURVEY WAS PROVIDED BY THE SURVEY OWNER FROM: SGM SURVEYING SET./ CO.1 HSAOH G PIEITIHEIHAA oPEJOIOO 'uodsv 7,9 1/19 6th St. 120.00 4 IiÂ« 79*1520 Demolition Notes E2;24~i.U 1 kek,OVE eXISTING GUARDRAIL AT eXISTING STAIR. 2. REMOVE DISPLAY CASE z ~ 5 REAAOVE EXISTING STAIR. 111 GALLERY /~\ J Andrews & 4. RELOCATE GAS UETER PER VECHANICAL DRAWINGS. ~ 11 rmreÂ£12- STOR. , 11._51,1 . 'm I Anderson, P.C. 5, REVOVe PORTION Or EXISTING WALL - Â·Â· Â· , 11 : .. J .ARCRTEC]1!RE PLANNING 6. Rek,!OVE EXISTING BATHROOk,! MIXTURES AND WALL ENCLOSURe. E-omm .1/ I 4 HlSTORIC PRESERVAION 11, -*....11 1 7. REHOVE VINYL FLOOMING (78%2341 lir-7.,9%291 I I 20 WASB]NOTON AVENUE, SUITE 200 8. Rek,loVE WALLCOVeRINGS -Â· ReTAIN 36"x361' PORTION O F WALLCOVERING : F=. Ff r=:H'*A--,!U:labircm Â·Â· -.~7~14#1,01*1:14, ,-t'.*Â·,--m'fl~q -.. GOLDEN, CO,~AIX};01101 FOR MUTURE INTERPRETATION DISPLAY BY OWNER. 1 17 0 *1 1- 1 43031 27.4378 e I , I ,r r,v Â·â€¢,aeÂ« 4 .i '.2 A ri; li~ M 4/ 'h 'I tAX[Ve)27*0511 ITZE, l 9. REUOVE GLAZING IN DOOR - PREP roM NEW STOP & PANEL .r -4- Â®CCA9047 2000 10. REUOVE CEILING e bAY AREA GALLEF LA 1 ..... 1/ PRÂ©HellED 'DIOUT 11. IRCUOVE VAT IVINYL ASBeSTIs TILE! AND UNDERLAYMENT. 2 ,/'M~9 I "...... PC AMY UNAUTHO/ZED 4 OF /1/1 MEC*CAL CR~ t 11 r----e 1~â‚¬ 4~1704 0[}1~ENT CEÂ· 12. N NOT USED â€¢* 13. ReMOVE TRIM * CEILING it 1 .-1 A F /2~4 ~ 14. STRIP PINISH PROU WOOD FLOORS ' Z.11*lit{E_( 1441 i 15. REMOVE EXISTING WALK STOR * I ..:32*4....4.....#5&-- 1 26. REMOVE SHINGLES I PORCH & GARAGE. , 4 .....4 ~ f 21 GALLERY 17 RE-LIOVE PARTIAL PARQUET TILE FOR NEW TRANSITION STRIP 4 /,1. 3 M RETAIN HISTORIC HARDWARE FRob.! DOOR - RE,MOVE 1 41 3 POR REUSE ELSEWHERE, LABEL & STORE. 19 ReMOVE EXISTING COLD ROOF SYSTEM - VERIFY CONDITION OF SHEATHING UNDER COLD ROOF - REMOVE AND REPLACE IF REQUIRED, VERIFY t M ARCHITeCT AND OWNE:R -/.Ar 20. REMOVE EXISTING METAL ROOFING - VERIFY CONPITION OF ROOP DECKING & STRUCTURE - RELIOVE AND REPLACE IP REQUIRED, VERIFY WJ ARCHIT-ECT AND OWNER Wall Legend ~7 ATTIC DEMO PLAN /1 SECOND FLOOR DEMO PLAN '4) (3, / 1/8"= 1'-0" / 1/8" = 1'-0" 222.=ELE= EXISTING WALL TO BEE RENIOVED / E 1 / \ 1 1 \ a UD 1 f STORAGE 1 1 11 4 L - 76 1 31=-162 * 1-f 1 ?nfl 01 -*1 " -! rl'r= Â¤ .Â».1 = 0/ --- 1 1 111 / gi LE 2, 1-- KITCHEN M A E -==11MECHANICAL k p IR [12 111Â·91 . D I 11'aw AIR~ z STAIR ; i Â· Â·. ZRJ i <\ 5511 Â»77r-_le #66 - _ / , 1 El A' t-lill.I.Yr h ' 1 / - F==ti- 4 1-1 01 \ - 21 2*v 1 9 MECHANICAL ,ERI T 3: =REmbâ„¢ 8, -~ 41 'W 11' m" 1 01# i r. . liALL o A li. . /~1 A 1: ..3 1 1 0 21Â¢ 390 r 8.0 2% 5 lÂ« ~ il tr~.=.alyOR.~ ~ ~ . .r>. 39 IL A ISSUED CONSTRSET // I--.JJ L', ' tm] I DA n .5/2 lÂ¢*} I: 144 A , 26i f. 2 Fbill --j 21 1 2 - DA. CRAWLSPACE m 4.51 . 41 Ok:au ~ ~ GALLERr 1 - a 1 1 Â·Â· ' J b. 17 -223'- r -4/ ------f- -20==21 I i _I. I N / 4 . ~'I A M (-A___~ Mt i h ORA- RLP 0.0/. EMH \ ...... 99420 ~ 1TTLE ~~ ROOF DEMO PLAN /~h BASEMENT DEMO PLAN (-i FIRST FLOOR DEMO PLAN DEMOLITION 1/8/ = 1.-0" <1.) 1/8" - 1'.0~ FLOOR ~1/8Â·= 1'- 00 PLANS SET N. Ai.0 HSAOH GMYTIVJIS-*IHUZIE[HAC OpEJOIOD NOILVAONZIN E@*rt-4-1~41 1 1/.-\ U." 1 4 / 1 / \ 1 =Cli,mi" I i 1 1 i Plan Notes - Basement & 1st Floor Andrews & 1 1 1 PANT EXISTING CABINETS Anderson, P.C. I ARC'InTECTURE i 2. OV'Ele-AY FLOOR U!/ 1/2Â· 3*Â·Te - MATCW )41Â·. CF ADJACEIVT FLOOR HISTORIC PRIRSERVAT]ON 3 INSTALL NEW VINY-L FLOORING PLANNING. 4. REPLACE TRIM â€¢ REMOVED DiSPLAr CABINET 1 1 m WASmNITON AVENUE, 91FiE 209 GOLDEN, COLORADO 80401 ~~,03) 278Â·4378 5. RE-PAINT WALLS kAX (3~) Z,8.02} 6. F.PAINT TRIM @copÂ·,9.11 2000 N,Y lÂ»lauâ„¢Â©AZED Ui . *â‚¬SE 1. FIRE PLACE TO REMAIN AS 15 DOCUNENTS 1/ PR.Â·GIED 'THOUT DE -rIEN ce,SEM-1 Of: A"/1.- a **//IN. P C 8 NEW POOR PANEL 4 STOP 1 1 a PAINT b,3 ILLAINSCOT â€¢ TRIP! ~LJ 10. INSTALL NEW FLOORING TRANeITION AREA 1--- 1 11. REFINISH WOOC) FLOORS C/D 12 NOT USED C 13. PATO; 4 REPAIR F'LASTER I Â·Â· PROVIC>E INIT PRICE PEER SQUARE FOOTâ€¢ 14. INSTALL NEW HAN[>RAIL Je/-4 0 - ------ W 15. â€¢â€¢ NOT USED - 1 E--PIN\ 3. NSTALL NEW -RT r -3 C 0 . - 1 j . ecRAPEE. SAND, AhÂ© PAINT PORGH FLOOR CEiLINB ANCD TRIM. ,-11- :1 11 X IS. REPLACE DArIABED WOOD DECKING WITH NEW TO MATCH. Â£11Ath 'N . 1 ' I 15. PROVIDE SPLASIOLOCKS â€¢ ALL DOUNSPOUrS. 1 4 ~ M Z Â£ 1 221 111% i \ 20 REGRADE ANSA AT PERIMETER OF FORS++ 1/4:12 MINL ---- MAINTAIN POBTIVE SLOME TO EC>BE CP UKALK/f=UTIO. ~ ~,~ ~- - - ~ < 2 *--2 MECHANICAL ) 5 21. PROVIDE NEW 42' GUARDRAIL 41/ 2*2 BALLUSTERS â€¢ 5' O.C. -L U 'd>. 1-2 1 14 ---j --1 E- A 06-1 22 ENLAmaE EXISTING A~DHED MASCNRr OPENING. : 1 23. FmOVIC>5 2-4' CONICKEE Â¥E HOUSEKEEPING PADS FOR -- < ~ MECWANICAL EQU-ENT ~ -1 \003 + if- <.F.% 1 2,7 ME , Â® 1 YTO. PECK - UP /@ 41 /041'll././/'Il)././......./jiall.........AIIIIQ, U L - ----- W Il 4- e -- --- -C 0 1 MECHANICAL el .29~ Â·ri* . j \Â® 1 L-3 i Â»--ll 1-3821 1 1' ' m j ! ~ZE -- -f -1 1 1 1. - 1 1 AA -7 A ll All I L, %Â®-1&~ Â®f 0 2614 - ZEÂ£ - 1 CRAWLSPACE -7?3-NcER A I 661 * r -'- -----4 1 @ 1 *Ag ~-1 < 144 ~ ISSUED :0*5â„¢ Sift 103'-B'i DATE A SASE BID 7TO.DECK - -A ~ SEFINBA EXISTING PARaLET FLOORING, PROVIDE NEW 1*3 FL*NG â€¢ FOVE. 900 *f 'Al'E 05/23/00 ALTE=FIATE â€¢1 010'/2 EXISTINA PAmQUET FLOORIN, ANE> REENISW !â€¢ O _1 J N EXISTING WOOD MLOOMING â€¢ 1,1,5T LEVEL ChILY. A ~ ALTEÂ»IATE 9 A REMOVE EXISTING PARQUET FLOORING, AND FPeD'/15>EE ANC> - INSTALL NEW 1â‚¬3 WOOD FLOOR:ha THROLGIOUT â€¢ FIRST 1 LEVEL ONLY. \ 2 9 1 elli 11 1 E \ 111- 1 1 RLP Â¤â‚¬aÂ® EMH PRO,ECT No. 99420 uu. -1, 1 I iln....IllIUIU.U-l]I-I 1 1 1 st & BASEMENT Â®Â®Â® FLOOR N PLANS F ~ BASEMENT PLAN /73 FIRST FLOOR PLAN /T-\\ i 1/4"-1'-0" *~,0/ 1/4"- 1'-0" -< Al.1 Aspen, Colorado -PIHEIHEIHAX -9-3-0-N| =# -35&#6 -33.' - lit/*Tive Andrews & Anderson, P.C. ARCHITECTURE HISTORIC PRESERVATION PLANNI:I 1, 5, WAR}J]NOTON AVENUE, I ..0 ....4.Uxo~/0-01 (303j 2.4378 #lout/78-1~3/ Plan Notes - 2nd Floor & ATTIC @COP.0. 2000 ~Y UNAUTMOmm) USE OF â„¢E. i DOCUMENTS I PRÂ©Hal./ .1.1, 7HE r,RIUEN Ceâ‚¬,D,-T .Â· '14/Ele I N....t, P.C L REPLACE TRIM â€¢ REMOVED DISPLA'r CABINET 2 PAINT WALLS 3. PAINT TRIM 4. PATCH 4 REPAIR FLASTER - TYPICAL THIROUGH<PUT .â€¢ F'90Â¥Â©E INIT PRICE PER SQUA~ FOOT â€¢â€¢ 5. NEW HANDRAIL 6. NEW 42Â· H. KNEE WALL , WANDRAIL - 3 1/27Â· U,Â©. STLIC>e W 5/8â€¢ GY-F'. eD. EA 515>E, Ix WOOE> CAP 1. NEW OFâ€¢ENINe BETWEEN GALLE,r â€¢210 â€¢ â€¢202 SUALL 8% NOT HAVE CASING CtLNER SWALL RECOED Atâ‚¬> * DOCLMENT NEW OmENING ANCD RETAINI HISTORC BASE MOLDING FOR FUTURE USE. -rmn---+24~ 5 EASE EDGES OF TWRESWOL[>5 81 PROVIDING A NEW - TRANSITION STRIP F~OM FINISH FLOOR TO 1 2 1. i Â· 2 THI*EMHOLD. FIN[664 TO MATCH EXBTING 134 ~ 421 EF -4. A ZE & a R Â¥ F O CALL?hY -- - STOR. 4 4 * -- [36-31 - 0 pE Er--- -1 Al 21 - i /.4 li , U P /-1 ft -=-4 d i - 01%3271 1 2 E./4 04 =/Al P q,: â€¢py=s.ue= 'A: C/D P'Â· Â·Â¥t~-Â·: ~ '}' ir ~ 42 4 c.Â·i=:s ... L j F#ZI'lip .* 1 G. ?.4 11 c - I: #I 1 1.L-/ 2,>Â·..Â£.Â· i'-1412/, te.7.Â·V .i'.1... ... ....: 1.Â· to 11- GALLERY ~ 0 GALLERY 222 1~ 0 Â· 8 141 ---ji z/2/5, r [=1 3......46 A ta 91 13361 .0 1 3 . . 44 0 3 -1 W ax L 111 1 " - ,Â· Are 3/4â€¢._Li lilli' 110 P rn,------ 14_ 9 111 -:2 j... '. 4 -Â»j~ i Â·3>-9 -7TOR'V)e 1 1- -14 41 1 4.. l A M ---'Â·i u:,giAIN'A - p i i , bouâ€¢t .',- I 'lilill Â· Â£.Lh 1 ---- 41-.6~Â·*~*+.*lg,~M**4,78 W.' 4 â€¢.4,~ . Â· Â·. / Â» 4 Fle*--*-**N.c.?Al-u:2.i' f 44(F- STOR. t. Â· ...24,Â»Witty.73*.D#Â©41**4,4 ..T. ISSUED CONSTR. SET 7 DATE ():5/7Mr' GALLERY 27, Â·e,-34:.: ' Â· 12*Â§ V -TE ~ ~- - ~. r*Â·~ .0 6x 61 Â£31 1- RLP O.0= EMH 99420 0* @*@ D'.. 17'E 2nd & ATTIC FLOOR N PLANS Qh ATTIC FLOOR PLAN C -1 SECOND FLOOR PLAN /Th C 2 31/4â€ž= 1,2 71-7 l 1 7 1/4.- 1'-0" -- Al.2 HS{-IOH GMV77 HE[ZIHHA< NOILVAONH 2 Roof Plan Notes General Roofing Notes 1. NEW HALP ROUND GUTTER PER DETAIL 5/Al.3 A. REUOVE EXISTING WOOD SHINGLES AT ALL ROOF LOCATIONS ~ =0*'a PROVIDE DOWNSPOUT To PORCH GUTTER NEW SHINGLES TO HAVE SAVe EXPOSURE. 2 PROVIDE STEP PLASHING - 12" MIN I ROOF/MASONRY INTERSECTIONS C. VERIFY CONDITION OF SHEATHING AT ORIGINAL Roor PLANE 3. INSTALL 05-TAL DIVERTER FLASHING AT CLIPPED GABLe REPLACE Ir REQUIRED Andrews & 4. REPLACEE GUTTZR TO UATCH EXISTING PKOFILE E. PROVIDE NEW COLD ROOF ASSEMBLY PER DETAILS 6-7/Al.3 OP GUTTER AT PORCH Anderson, P.C. r. PLASHING SHALL EXTe ND 12" WN. UP VERTICAL SUItfACES 6 REPLACE EXISTING METAL MRoof AND FLASHING W/ NEW TO J ARCH['rnert,RE MATCH - h,!ATCH EXISTING LAYOUT G, NeW IC=W ANP WATER SHIELD PULL. EXTENT Or ROOM - /STORK PRESERVATION Set DETAILS 6. HOLD RIDGE VENT BACK 12" PROAI END - TYPICAL_ PLANNING H. PROVIDE HEAT TAPE AT ALL GUTTeRS AND DOWNS=OUTS 112BWASHING'rON, All,NUE,90!TE Il 7. PROVIDE NEW PLASHING O DORk,[ER ~ 601,EN,COLORAIX)90~01 L PREP=INISHED UITAL ROOF= & FLASHING TO UATCH (303)27&,4378 FA>((303)1â„¢0511 8. INSTALL WROUGHT IRON TIm RODS AT kilID-SPAN OF CHIkINEYS EXISTING COLOR. TO kOOP Pklok TO kEROOPING J. PROVIDE PREMINISHED CHIÂ·UNEY CAPS TO UATCH BRICK @COPYme)r; 2000 ANY UNAUDIga;ZED tg OF *. COLOR AT ALL NON-WORKING CHIONEYS. Docul,EN.5 . PRole,ED I.=i 'nE *BTEN CONEEM-T OfÂ· PROVIDE ICZE & WATER AND.Al I A)â‚¬ERSON. P.C NEW MIGR'D RIDGE VENT - -SHIELD CONT * SHTG. CAP W/ SHINGLES - HOLD EXISTING ROOF Â· BACK 12" FROU EDGE OF - - STRUCTURE Mool' NEW METAL ROOM - Ay\26> -NEW WOOD SHINGLES UATCH EXISTING 14~ -11-.-..- SEAU-D LAYOU AÂ« .A. .Â·ST /*Ki D fit'\ SOLID e RIDGE f.13 1 UETAL GUTTER i NEW ~2 SLEEPER - 1611 ,/- O.C. VEMTICALLY *blat..r--x - CAP - MATCH PROFILE *F/ 9 \3 V NeW OK EXISTING Roof A ~ /.Â·~ ./~DECK - vieRITY A.:rÂ»A.Â« ~~,\ {Â»19Â«43\ i Or EXISTING 7/N 1 Â».%1 ~ 3%/ s TRUCTURE 40*3631 [4-1. \ \.INCORPORATE INTO 8. REMOVE COLD ROOT ASSCUBLY PER DETAIL 2/Al.3 #-NZW 1*4 NAILeRS - -~62---6 T -77 r - - NEW 20 GA. INTEGRAL J 1 NEW METAL GUTTER ' ." '%~ - A EXISTING ROOF 6' h Â· \\\4 1 1~'~ ~ DRIFF eDGE - B 1--1 ~AM'. wi' M ~ GUTTER COVER ~ per* !Ce & WATER SHIELD B.>03 6 46Â»/ r 'Li ~<ACE ROOF DUCKING 144:14 LREPAIR/'REPLACE ZOOT - / 1<'4. \,~Â»h AS NECESSARY RAPTERS & SHEATHING 1 0439= - -ta ....All-v 1 04 73 .-A~43 1 4.U MA.v..1 1 039:M .HT.4 WALL < 2 ~ DETAIL - NEW RIDGE /~~h DETAIL - BAY EAVE A -1 E- l 4 ) 1 1 '2" = 1'-0 Â£11 \ 111= 1'-0" 1 4 3 61 TA i 1-NEW WOOD SHINGLES ,/ NEW 2.2 SLemPER - 16' 1% Al / A ~La / M E TO.C. VeRTICALLY A // 4," NEW OR EXISTING Roor : Th /1 .1 ! 7 / / /DECK - VERIFY 14 1 x~ 1 1 NEW lx4 NAILERS - 3 /-- ROWS SOLID EA SIDE NeW COLD Roof= ASSEUBL-7 2 0 VALL27 9\,Â»4~- 24 GA. G.I. FLASHING - SAUE ./ .<20<~3%4:>.. PROVIDE DRIP EDGE ' ' 44 ri >4 : EXPOS..2 AS SHINGLS / / VA>\24:3~ . SABLE END & / EAVe - TYPICAL h , . ~ â‚¬Ut ~>7 ICE & WATeR SHIELD j X / ~ *910,/ /ON ROOF DECKING -4 4 h\ 1\ r - 1 1 -1 r. 1 IN /\N li 11- oâ€¢ 44 437 A. I j\ ? //:/P Â« 1\ 1 -A tip,ei# 14 eXISTING PASCIA AND TRIM ; ~ i b ~Â·~-~ ~ TO REVAIN; PAINT ~ 4 ~-EXISTING TRIU TO REUAIN, L-- r , 1 1\ \2\ . / 1 PAINT / L 1 4 A i - DETAIL - NEW VALLEY G Et,frATION - GABLE END : , , C 6 ) 11/2.=1'.0" '' New WOOD SHINGLES - - / 6 LU : 1--NIATCH ORIG. EXPOSURE * 1- 1 MATCH SHINGLE EXPOSUM / /-- NEW 1*4 NAILERS SPACED TO Z1 ~-~~ NEW 2*2 BLEUPER - 160 Rrk,love EXISTING COLD : ~.=-O.C. VeRTICALL-f - ROOM ASSIEMBLY \ : 05n3A10 ISSUED CONSTR.SET / NeW OR EXISTING ~339Â© -/ REEMOVE EXISTING ZOOT < DATE ROOM SHT'G - VERImr -23$344 - -- SHEATING AND UNDERLYING ORIG. ROOTING SHINGLES LJ .... DA. / ICE & WATER SHIELD . \\ VERIFY CONDITION OF EXISTING h.-2- -RAPTERS & SHEATHING PRIOR To ' u ,"- NEW 1*4 NAILCKS - 3 -CE AS / ROWS SOLID I EAVE . -33.2 /-2Â« + 1 ,--DRIP EDGe PLASH'G \~ 0 14 //~ NEW 1/2 RD. GUTTER 1 -/ES' I =-~- ~t*~11.. f-:'t;I~Xsr~R~4,1 - 1 1 4 / 9~ ~._,Â» LOCATIONS 1-- IIi- N, \\LNew ix, F=AscIA me. 1 11 2.-- --1 - i 2 -----~ ~ ~1 - RLP 0 \ W/ 1* COVE MOLDING, -as EMH ...\\\ ~ PAINT =11 1 4_EXISTING FASCIA Lop-0 9 Fl . e \X \_NEW MESH \ PR~ Ma. gg~20 ~ L-EXISTING SorrIT U SCREEN O VENT (1) 4- <1 1 1 1 41 AND TED,1 To ~ LEXISTING SOMMIT REMAIN .â‚¬ â„¢ t<itÂ» 1 TO REMAIN, PAINT A \ TO REUAIN \ 12*ISTING PASCIA ROOF \-EXISTING TRIAI AND TRIM TO ==z._1 LEXISTING TRIU TO REUAIN; PAINT REUAIN, PAINT To KmAAAIN V ' PLAN NA DETAIL - NEW EAVE /~1 DETAIL - DEMOLITION +-, ROOF PLAN Â£/ / 11/2.- 1' 0. (ELL T = 1'=OIl (1 1 j~ 1/4"- 1'0" -< Al.3 BISAOH G OPEJOIOO 'uadsv Door Schedule -Window Schedule Finish Schedule DATE | lilil= 1 [ma~~al BASE 1 WALLS 1 CEILNG EMAN<5 11 TE_ EX15T. EXIST. i EXIST. ~ EXIST. ~all EXIM. T,K OMENÂ¥, 4 DOOR TYPE NEW EXISTN, SET 1 ELOM<5 lili 0.1. 1900 LIDET. Fal,414<5 ~ f EMST EXIST. 1 EXIST j E)Â®T Andrews& 1 . 1 0 0 0-1 --- - ---------------------~ ~ ~ -- ---------- 08 i.gm_----k~~r-- ME_. _ ~ ~ Anderson, P.C. 13 002 . e . 1 ------ -- ------- ARCHtTECTURE 1 liz HITOR]CPRISERVATION 1 . UD Pr. PLANNING 1 IA:.. COLDEN (XLORA])080401 J M., 9 ENPATH | ./ WYER M, M. ~110E E(15TN@ ESTO*C - mgloVE *1~1.WISTOIC .:.0:Q PT. P)Â· Pr. 1120'WAaHIN(}InNAVENUE,SUUÂ»0 0 1 1 C 9 bili; DEL.SCaFNDCOR -NO ASTBUAL % i i <303)2Â·-378 11 02 GALLERY ~ M. PT. PT. FAX(UI0278&1 . 1 . 1 FROWDE MEW P.EL TO MATCH PROFILE OF TrMCAL | 1<]TOEN * PT. PT. PANT CABDETS, NEW LAM,4ATE CaNIERTOP 271~> u~ 0, THE:~E , E>deT}43 DOOR TO BE mMOVED * 0 E--I El,E Nal*Cle~Ilel0vlg--~ 1 1 104 MALL RAUPQ PT. M. W -1104 0,5ENT OF, DOCUIENTS IS PROH,21*D IROUr e ..I .'g./. I 'l'/'Ill< P.C. leD 1 ~ESTM[xor! |TILE TILE TILEFT. M. ULATER RESIOT. arr. 80. 4 Mt.DEW,ESIST. FT - CEPENTintl,3 BACKER W. mE,4,0 - M PAM 0 1 f' m HALL *0490 m. M 0 All 9 ADA ENmt+K:E,Extr PATW . 1 W EXIBT. EXIBT. , EWT. I. 1 mWD I M. Pr. M PT. RAIL,Icâ„¢EUEL. 4 BALLU5TERS-PROVIDE r W CARET FUNER 1 I ELOCATED OPE-1 1 .1 . 1 1 03 GTORABE m M M. 1 I miâ€¢ 5 ADA BATH~OM 11 - 1 0 1 Mb' lili 15 *PAME 8*,MATIC, 011,1 MA,ELS. RA L6 AM:> STILES 1 1* 0 /1/.CATE DOOR 1 1 . 0 1 '00%u 201 64.LER; CM : 1=.E 111 11 Ul -- i EPOXY STAmIL[ZE WISCO SILL 1 4 1 11 CM USE MOCATED DOOR FRO, Â¥1 4 RELLE +CUM B tron 5TAmiLLZE uloc> 5LL . 1 41 0 1 204 8T0R,G ExlsT EMST.M. EX16TH. ~ PT. | EMST~ RATIES TO MMAIN EPOXY ST,aLIZE UOCD BILL. 28 GALLERY CPT. Pr. 1 PM. M. 1 206 STORAGE EOST- E>deT EXIBTFT. | PT ExISTNG FimmE& TO ~MAN 0 0.7.IC*Aamr-EXITPADI __ -1 E--2 1 e | I 11,1 807. RAIL CFLUR MSN TO BeLIE PROIER PIT 4 LATCH,5 1 2Â¢M Iff 1. 1. RETAN A 36Â·><36' Fâ€¢C]RTION oF WALL SWOWING ALL LAÂ¥Â·EW OF PAINT i WALL FINISWES N SITU LOCATION TOBIE CAOSEN BY liE-,Q - ' 0191 01 1 220 | L___7_-7~3_____T_____31__-fl----__1___2-________ 4 = Eli 11: 1 0 9 1 0 1 0 d General Finish Notes 11 226 ' | CUNE R 2. f'RiOR TO CARPTET ~010Â¥'AL RETAIN 1 - 0'xle~ F>ORT,CN 7Â©R OUNER STORAGE - LAaEL C>ATE i LOCATiCN 3- "Nor"SED. - - - --- ----- 1 32 : 1 --- ---- --- 3. PAINT ALL WIIOOWS, C>00~25, ANC> TRIM. * 1 MaÂ·Of PAOLOCK DEVICE 1 /PAIR l~)0111 TO AGHIEvE P-'ER LATCHN:3 4. CA-EET SMALL mE CA~FULLYÂ· LAÂ© ON EXISTING UOD FLOO~NG IN SUCH A M.*+ER AS To NOT FURTER C>AMA THE 61[STORIC U,i~ FLOORING 0 1. 1 5 SKIN COAT ALL WALLS AFTER WALLCOVERING REMOVAL. 209 .1 1 1 1 1 1.1 1 N - NEW 209 PQ - PARG@GET 11 W 11 4 11-1 0 1 1. 1 . 1 1 . 1 1 - CAFFIET E-1 11 W 1~ 2 1 FT - PAINT m- REFINISH . _le_ 0 ' '0 11 al . - 1 -- 11 // .7- -- -1 ~ 1 l' E ./ -11 General Door Notes -m/-1-1 -7 i 3141 21 1 k-----i 11 302 1 0 11 1. DOOR6 PREVIOUSLY REMOIED AE LOCATES> N ATTIC OP 670,6UE ROOM 90-1 2. vERIFI ALL OPENINGS CN SITE FOR NEW DOORB 1 303 0 EPOXÂ·r STABI.IZE WOCD SLL i lf-C=r==P 1,r,0 C~Lm I 3. FIRT FLOOR [POORB AME 1'-eÂ· AND 5ECCNCP FLOOR DOORS ARE 6-8' | 304 EFOXÂ¥ STAOIL=/-Â£11 IMI - 1 - Ng M 1 1 1 ril KÂ¢70,16, MI IiI 1 MIE:e-~ Â§.h 11]11 General Hardware Notes 1 . CLEANED, REPAIRED, AS KEEDED ANC> RESTGRED TO ITS ORIGINAL 307 ---1 jri 1. ALL EXBTING NARCXUA11 TO BEE RETANED BIALL BE RE,-10;,ED. IC ' arÂ· R .1.00 UP 1 1 1 LOCATION 0-7 11 3.8 0 1 G===2=!1 ' 8 2. ALL NEW HARIDWAAE SMALL COC~>iNATE UNTH EXISTI,G BONNIE Illa mil 1 I rm Irl i E-ZE-11-T ' . EPO<r STAOILIZE UIXC> SIU 4 8- +44=DULARE SET 0! MANÂ©UUAVE SET 95 linn' 1 1 11 Eli ~311 4 - LOCATICN: FRONT DOOR LOCATION. NEW ADA 30 0 E,O>er STABILIZE 111000 5161 4 5ASH A A rli q ;" â€ž 01| m, H =Â·:UlÂ·~2; R i ISSUED CONSTRSEr 1 RETAIN EXISTING STEEPLE WINGES %3 ~ 1ST0R 1 LEL_ amm A- i | ANC> PLU46,ER BOLTS la-=L-=-1 PROWDE NEW LOCK BET I 1 LEVER BTILE KROO 1 % U OPERATING, ,â€¢RlvAC-'r Lea<SET , IC==1 11 1 =11 .1 11-11 0-1 gl TRIM Uy ONLY I OPERATICN FER 50(NE NEAL I I r,fli I I i ri' ril It W " I i '1 1 EG~ESS Ug41 # ~Ettrl~ 1 -1.1LY_1-211 General Window Notes 11 11- =7-4 31 - VER~Â·/PROM,DE TARESCLID **ART/#IJARE SET â€¢6 Â·Â· NOT USED Â·. ==11 1 ~L---11 2.=21=5=12==!g *=Ig>=INAL WINDOWE AND $ 2 HARDWARE SET 9 13-0. 1 1 3.-0.1 Lbe.gagL! LOCATION; BACK POOR ADA WAROU,IA* SET '1 ENTRANCE LOCATICN: NEW SCREEN 3 KNUES - NEEPLE STYLE DOOR AT -aNT DOOR Door Type A Door Type B Door Type C EXTERIOR 5 ALL WINDOWS. 1 LIVER 5TrLE KNOS NEW LATO,1 4 UlldES 3. RE-TAIN EXISTING HA,IDULAI AT ALL WIND0W5 Second Floor First Floor PROMDE NEW LOCK SET 4 No Sca Fe 140 Sea!/ EXTERIOR INTERIOR OFERATING HANDUAA* S ET 0 TRIM 11,1/ CNL r 1 OPE RATION PER LOCATION: ATTIC ACCESS EGRES,6 DOOR 1. Fâ€¢ROFILE OF RAELB, 57!LES *CP PMELS TO MATCH c*Eae EMH UIEATNEPETRIMPING RETAIN +411Â·*315 4 KNOe EXISTING vERIF=Â¥MP/VIDE THRESHOLD NEW LOCKSET LOCKABLE 2. vERT[CAL DIMS CF PANELS TO MATCH EXISTING 11 BAEÂ·E SID ~ ~ ~~~Â·~' NO 99420 FROM ~F=INISH EXIBTINe PA~LET FLOORINE PROVEDE NEW 1*3 ~ ~ - HARDUJAE SET 9 61ALL SIDE CNET FLOORING â€¢ FOYER '100 ~ L~~~EX~~PEL.AIN MAINTAIN EG,~56 ROUTE ~ | ALTERNATE *1 ~~ SCHEDULES KNOS WARDWARE SET 9 REMOvE EXISTING FURQUET FLOOâ€¢WIÂ·Â£ ANC> REFINISH ! 1 NEW LOCKSET LOCATION: INTERIOR ExiSTINI WOOC> FLCXJ)RINGâ€¢FIRST LEVEL CNLY. ~ ESCUTCHEON A~ HNGES. PAS:36Â£ DOOR - 21#C> FLOOR NEW UEATWERSTRIMPINB LOCKASLE ALTE-IATE â€¢2 I IPORCELAIN KNOS | REMOVE EXISTNG F'A~QUET FLCPORING AND PROVICE 'fâ‚¬P ~ | wAIÂ©WARE SET â€¢4 " NOT USED â€¢â€¢ 1 *rrlam BRASE *CeETTE ~ ' -Il & *-I ' ' ~ LEYEL CNLY. f ! 1 Al 41 ..... ..2 -E 1[ t[ E 12 E- !E E E ..... - m?222#e Mal#15- 1--A EMP I' *iMN . Andrews & Anderson, P.C. ARCE!,TEC! 1!REi HISTORIC PRESERVATION PIAN!Â·ifNG illoWASHINGYONAVENLE SU[rE t00 GOLDEN,CninRAIX>S~WOI '30/278.437% KAN ,Â«1)}i 'sojll Â®COF-IGHT 2000 ANY UNAulHORIZED lil~ OF .1 . DOCUMENTS IS PRO'*NTED .IHOur IME -7/N CONSENT aF . NINE'll NmRSOM. IC PAINT WOOCD TRiM â‚¬ UALL - REM- â€¢ REPLACE IREMOVE â‚¬ REPLACE NEW INTEGRAL a,UTTER - ~ 1 1-'~ BWINGLES - TY-PICAL COLD ROOF ASSEreLY ~ EXISTINa SWINGLE ON PEER DETAIL 4/A13 --*/#/i, / RER.ACE SPAI /=r> .../........---I ~ egat Wn= TO MATCH r -1,-- 1 - ~FDOINT CIABELLE[D, -~W . ~~ BRICK 0% * W. f GEâ€¢~I:/I)'93 -7, C .. Z Â· - 4 .- 1 1Â·IN'Â·p./.*.Â·-#. 1.4 Â· ~ i: 9-- '67 ~ ;;32*3'i k..9.S 6,9*Ja':i2FA Jr t NT-2444.- Â·Â·=- NONE ~3 SOUTH ELEVATION 2.J 3.4 .i.~i r . 9 . 1~ 34$1 A T k |T-0. ../* CI'l 2%16,11 1- iLL '~ '- -I' 73-- --MISTICJ.i[CliLIN,t'-IL~''ri'riT? 7747'31,1fi~ pl,'1"" "' 1T * ,i Â·Â· Â· --- . 1/FT - 6...44.Jil//4- :6 r . .Â·1801 --,;MI~ 1 Al '= > d# 2-1-34 //14. /ei/1 r , , 4~ - *20 7- , Mt x 4 1-- R > -_'_4Â«--.2-Il REPONT BRICK ARC,<455 ~ 2 '71% n- ....= *. --Il--<Al"/1 2,1 z 7..........A.F......'p i UU 1 ...1.- . 1 -.i: =0 4. ... .... ....6, fâ‚¬---- ..'. 'vil . I -- ... 1 t ' ?2&~:IL%= ~6(1 , . ... j. 1 . '. t -__ Ir rr ~| |11.10 1 I J ..... r :Â·- #.A#Almill . 9*A- E h..... ... .,; - r. 9 --- " C-) SOUTH ELEVATION I 31 b *. 15 ..:/Hic:r.7 - NONE 4,Â·aâ€¢â€¢â€¢**749/6,4%.1*04% IMÂ·' I~ -r- . f d-' 9 C . SMâ€¢LASH-LOCK ~" r"'T.111 i - ,1. -~ I .. .... , ~ ,~,i j#Â·' mil -Â·. i.. ~i ' ' I... i.'EN; Wi $ - .2 I a- 1 I..... 1.-I. ...., M . Â· ..ttlt RE.' ... ..Im~1 1-*.# L . REMOVE â€¢HARD' MORTAIE ~*'.. -11.-:77-.. Â·~ .,2- --'-~ -- 1Â· #f Â· HEFOINT WITH LIME BASED-T-.-,L_ I -. . .~% I I.''- MORTAR - TT'PICAL .66-6-W='Ferl............4.:, :.Ul'..., ,â‚¬.1 ;LIMAÂ·' â‚¬ : Â· ~Â· ,-7.i,J.Â· â€¢Â·~~4 - 2.:Â·Â·- 0-:.15 L.f~k:~16,6- --- <' :Ji e . - --2 31- A-4.1 - . /' h SOUTH ELEVATION , r .I . -- Ci) NONE ...- .. 72Â·'@63' ; ; IN . 1 ISSUID CONSTR. Sti / 1 SOUTH ELEVATION /7\ SOUTH ELEVATION ~ ~ RE,4SCH lim l 5 ) NONE ~ DATE ()5/2.3/00 Â£ 2 7 !40, I ORAV.t RLP 0~50â‚¬f3 FMH 0 -m 99420 ..EET lmE EXTERIOR F...EVATKIN SOLJTH A91 â€¢ ~Er' No. HSAOH GMVT 17[HE[H?A NOILV opeJOIO 0 'uodsv 1~e~ZE-L ;.2-Â·Ll.4'Fi- Ai,diews & -Anderson, P.C. ARCH[ fbelÂ·URE HISTORIC PRFIERVATiON PLANNING 1,10 W 82[98 AVEN'" SUrrE Â» GOLDRN, COLORADO R0401 {46, 2 & 43;5 '12(Uft)~2Â®052 @COPVNIGHT 2000 ANY UNAUDIO~ID U~ OF THE. DOCUI,EN. IS PRO,Â·181111} 'THOUT 1}â‚¬ n~enEN /0~12E1tl ofÂ· Â»1010â‚¬ I ulascul p C. -1- L 1 1 2 - 2\ .t G 11 -=ge= . .0 -I./1. I - ~ ./.1/.- I -11 --f <2 7@r 14> ~9~~- IMOVE Â·WARDÂ· MORTAR .-1 E- 11... h 4 < '' f y.,Â· c -~ze-es-=:-1-a,nI~Â·,r..t tz=Une BASED MC)RTAR - 1 ' I I ! F Â»- ;-FÂ¥w - dS&%5emE-p---d ele A. ~ - t. -rÂ·- - -="Igi%33;Elig==' Z-.ina-- FROVIDEE STEP FLASWING - -Ill--I..-At Uk #TE# 12â€¢ MINR-1 COVERAGE , -,2.-I~--= TYPICAL D) Z .pv= - - 2., ..a=Ema;e I ail:~-~11&~ 1 UJ 7-7-:--77-7-717~ 1,1 ,Â· , .5..7-3 .. 4r 1...1.3/ -/1-2-1-4/./Â·Â·,5. . 1.--L>' 2'7. 1<'-1 , i = f-r--7-IN Â¢111 1 1. .4 1.-A- Ad Ad 1 1 11 - ''T -. 1,1.1 -- 21,41- 1.ILÂ·r.,Â· 1' 'r _1 't Â·LE lh' 11'11 LDÂ·_-1' L-'1/"'11/ Â® N~NE,ST ELEVATION | 'L i /1_ #V 1 1 . i . 2 . 4. 1-~, ~,KL4 1 i'-1- 11- -,li,r.Â·h ., 1 .rÂ·Â·r L... in, 11 Â·1-1.1 1 I LÂ·.: I " 2 '.0/- UJ 111 IT ~Â·11 J'~1 L.UL. I . I ,. LIL *illimill"'-2 --" 1.. 3...1' .ir . it L.. CELLIL r i. Â·~ Â· Â·___I __1-1277Â·,-117.- Â· . .1 7. .1-11 1.1 ... 1 . ..1.1'1 ' .........1 r lulit,S.- u. 1 1,1,Â£n lutil'rCIDRIJÂ¥..Ik]~i-Li,L-jl.1--,r m[Ij, 11 -'--_.11 1-' -k- - 11.11 ; ".. , 2** ~..~ 1 - J, 1- 1. i,| d 11-.--1.1Jk,1.1'UU'JU:14'lw -'J IL -1J ' 1 1."lip. 2,559 21'll ..9,99- I. I 31 4%*62 MORTAR -REPOINT lit *~18.-Â· ,4--'2 ..' .. 4. i..~Â·t 1. L. , WITW LIME BASED -- -EC, abE"CL. ' - 'Â·1Â·49Â·i':fr - 4, . .... . A 1 / h WEST ELEVATION Lj NOD.m .-01,#1/,-M.-a. -i.-I- ISSUED CONSTR. SET DATE 05/23~X) Ll ./KN DAm -lailmi#mMjES,&/ili;...r#Figatill/1.. F <~h, WEST El.EVATION l /Ne'/ 1/ ORA. RLP DECKED EMH PRaECT N. 99420 0- Â£m EXTERIOR F! EVATION WEST 7? SHEET N. i 1.-..I i HSAOH G 01)NJOIOO 'uodsv 1% v. . .7 1 *- 1 Â» 54 4- s - --/ 7 . -7139- --7-4. .. 4. U - 4-Fot = 1-YE lk;-2 I k 1 4 *39 : --- , .-=bl.; 1 .. - 6234*St -1- 1:1 4 N r~ C a =Fid*b 1.1~-4 .1, .i , .-12. 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CIP>- 7 REÂ»- 1*2 .:'-C L m -=56'*,Me Andrew. & Anderson, P C. 4RCITEL TURL HISTORK PRESPRVATFON 4 PLANNING 1...1~'.1=.4. r I I.!0 WAS~DNoloN AVENUE. SU] I. 200 Â¢>ON>Eh COEORADO-01 (303)2Â·+1378 iAX,~03)270-05/ Â®COP~GHT 2000 ,NY UNAURÂ·/lm u:~ OF .ESE DOCUIENTS IS F'RCÂ».TED ..IT 11{ -TTEN CCNSENT cfr AM.RE,9 * .1/ERION. P C EMOVE ELECTRICAL 1.'194.* EMOVE ELECTKCAL 4%4'. ' 4, '4% SERVICE FER ELECTRICAL- 7 - ..,-1.1. SERVICE FER ELECTRICAL. DRAWINGS -- ./- -0,- DRAWINGS - CLEAN eRICK ENEUDNE> NÂ© 4Ad. * - -- R,4' 'm:i . Â¥3Â¥et>Â·'1. D~al#t t ; -- PS.?- YeÂ· _ ~ Â·fr-J~f t_ 2 - -- ..2 Z 4 v ' i -3 - &3_7*~58//%4:St @ 01 EAST ELEVATION - EAST ELEVATIONI CE Z 131 - NONE NONE < 2 Â»21 E- A ./ -1 < I hiN <> f. I d -4. : 'It e . , -1.F - b Â·94/44 . 7 44' ..+ I. 4>i 2//~4 1. .. zil/%:MIN:P - 11 - Â®CRAPEE 6,90 PRIME --. . N * fr .t $ AND REF'AINT WALL SwthSLES ANC> TRIM . 4......, .,4 4.6 ~M.ACE SPLI'r UOOD -/.../- Â·i'-' *r - ----- i SWINaL.Ee WITW CUT & ~ -- - --- - - - - - * SHRGLIES TO MATCH -4/El_1.--7 *27.- 2-â„¢ - ~-- 0 -- - - ---- r - --- -- Â»Â· 4 % , r 1 ~ ISSUED CONSTR SET - L_ bEW SWINGLES AT MO~CW DATE 02Â§/2MN) Alâ‚¬) BARAGE REEF -/$4....-472 =. A Rr..., DATE I. W-.- %.-:Â£45- .*i*@*a. 4-%*- - RLP < j EAST ELEVATION aE=D EMH lillia 99420 . ~ NONE %... EXTERIOR ELEVAI'ION EAST SEET./ A2.4 1 E[SAOHa 3133HM OPEJOIOO 'uodsv J Â» 44# rÂ£---h > ./- 4 FrEAMIP R. J ~V)Ir 1 4 1Â£,11.-=W. . 42' A. ======= === GUAIRIDRAIL ~ - â„¢Â· Fi- 1-*bFEED k 2*4 10>P RAI. / 1~ =dth 11 1 1 ~tifFi--Â»- - Andrews & M 1 Anderson, P.C. - =1 0 0 1 ./.2=En j ARC}Â·U'IWTURE RE=Cllij]1111..4-=. ~" InSTORE PRFIERVATON 1. 6 : 1 PIANN]NG - +Nel.1.4 . 0 UT 'MIL 9 GOLDEN. COtORABO 00Â«H .4 4 6+40FED 2*4 1, x} W~SHINGÂ»N AVENU' Su] 11Â· mo 11 - - / <J[t]OJ)r~5~1 -- PAkaED ar/ . SOAPOISMENSER , f F . DocukEN. 13 PRO....THOUT - - 48' MAX. - FI RTIEN CONINT Of: ."01.- I AN./.IN. P.C .V \,Vi EACKI HT. -1- FLAM IANiPY / CER/&llc TILE J. r.*.././+T.-%.%4 7-:, 1 -1 r-'f - TO 48â€¢ AFF STAIR SECTION & i.1 11 18 3/8" = 1'-0" -1 1 9,7 -C. FTe.- .bÂ·ilit*&44162/&11/5592-4 MAINTAIN ALL ADA ;6 71~--- CLEARANCES ~ '/- 48' MIN. DEFTW 1 9 ==4- I -- RE 11 ~ 1 =IEr- 6 1: 11' il 1-1 1-1 ~-- --91-1-1- OL 7~ RAILING SECTION 131 5 6 - NEW 46' W. 1 .e LIFT A / 1"=l'-0" POST APP // SEEÂ·ro,D ./- EXISTING FILL / UEET EAST IT. /03Â·r 42' H. * GLIA~>RAiL - 111 A /- Ad Z ALIGN TOP OF SCREEN W/ GUARPRAIL - MACTH CONSTRUCTICN < 2.8 iNN N J -4 f u =7 -1 -,z'-- EASED Wi/ TRMI 4 24448' MI- ' - R $ 80 ~DeETTE6 TO F:RAMING J MATCH EXISTING - 1 BO. MARIÂ©R 40 -1 < ACCENT FLASTIC MAX. <> p.Â· I w# -3 t&#m-7 La ' i I _u12341337* 4111ilii v- ' 44%kullM*,Rel#kawgEMijMmUtX du&22*1=1.1+Lf-2--6- m U E- ~ 1 F & 44410 'U FE-w--'~ ' EAM.3_LE_hCIE&; CO Itt~LO f.-- -#-14-2*~ [L-__- '/-7 STAIR & LIFT ELEVATION 1. ALL DECK FRA!11,49 SWALL. DE 2x ~ 3,8" = 1Â¢.~â€ž TREATED Llt,BER . PANTED. < ccuTw----------- ~ 6. CERAMIC TILE 2. ALL NEW DECKING SHALL BE REDWOOD NOTE: COvE BASE - ALL Fl><TURES TO BE rr,MCAL. INSTALLED TO MEET ALL ACCE661516 tTY NeEQUIREMENTS -Kia C~) RESTROOM ELEVATIONS 14.4 3...= t ~41 , 'Â·Â·Â· 0 444 - '-4 4 4 11 - 49 3/86 1 '-0. 1 ~ MAINTAIN CLEARANCES â€¢ ELECT~e[CAL F'Alâ‚¬L PER / Iii / CODE 'REG,lt;EMENTS \ ' // i \ VERIFY EXIBTING - f.,6 L-IL /Â»*142*NgÂ¢73*>Reâ‚¬9*633*}69.Â¥**e>**294'mi.?Â¥2#w#*4Â»*:'.9*0ate*'**Ma'**Me***22*de ~ DOORTO BE/rwkED - ~ ~ FRAME OfiNING TO FIT Â· | EXISTING FULL/ 0 p MT. posT Â« te,#IG 9.J.I.gÂ·,4.~C.Â· ~; - - ---- - ---- ------- ---~- 7: e'-6 3/4' , 1 1.1-111'2' 1 e 2/ GULAMC>RAIL " r 1 e. â€ž _ BATT INSULATION AT i NEW FRAME BATHROOM A D. + 6. L--3~ WALLS * POST - AFF ACCESSIBLE k- ExiSTINS PULL 4 LIFT f PLATFO- HT. FOST DATE 0%23,00 1 0.4 f 19 , A-_. .1- Â· Â·Â·AÂ· -- ACCENT TILE 9, CUE - 1 22 e f,-/4 9 6.-/16 , .. --,Ell:-1-3.642 1- 8 ISSUED CONSTR-SET T ..' 1. 4 - . 2 1. :-FIELD TILE 4,~ b| EXISTING FULL/ ALIG,N TOP OF GCREEN ----Â· U,1/ (*ARDRAIL - a aâ„¢,01 DATE - -7mr . # 1 1.-111 1 39 1 1 Ir F -1 14 4 Cli --/Ir p). ic---- MATCH CONSÂ»ICTION 1.Â· 11 1 1 :i, ff 44*4 -- 33 '2 )' j 4 chi ~i - / * L *67 J [ 1 \31317 9 29 94 . - - -4 0- \ 1 . lu~/ | 1 - / Â¥.1 . ~ ~ J NEW 48' M. -~ ~ :-' -/.-'* . ./ ... ./-'. 1 j EMH /// -ECT"10. 99420 . - 11 97 7 ENLARGED %.Til. /~~ RESTROOM PLAN ~\ TILE PATTERN 6-3 3/4' < - 7 1/8"= 1'-0" a + (7) PLAN STAIR & LIFT PLAN ACCESSIBLE 3/8.= 1'-0" RAMP 9,EET N. A3.1 E[SAOH G S-JIHEIHHHAA OI03 'uodsv 1Â©NI191*3 UNIT HEATER SCHEDULE SIZE~THFIREp*eflo'F MECHANICAL LEGEND NCE: ALL Sâ„¢GOL' 5Ho-1 ON LEGENO CONTRACTOR). ARE NOT NECESSARILY USED) AFF .INE I'.SHED FLOOR ./ ~OVE ...ED ..E F sia, m,p MARK TYPE ' CFM E WATT ~ MANUFACTURER * REMARKS 4" eop , & MODEL NO. SEE FIRE ENTRY DIAGRAM Â®. SFG 8E1.OW FÂ»,940 0. FT-.DAT I THERMOSTAIC THIS SHEET. UNE ./OW CP PIPE FROM FINISHED FUJOR 15-THERMODÂ·,NAWIC (VERIFY WITH FIRE * CUme FUT PER -UTE 18-111.... BUCKET PROTECTION CONTRACTOR), CLG CED,G + PIPE ANCHOR UH-1 ELECâ„¢IC 1 400 1 3300 |TRANE HORIZONTAL DISCHARGE C(Â»IN CONNECT UNIT HEATER #JHEC-032AOCO DOMESTIC WATER SERVICE COTO CLEAN OUT TO GRADE - PIPE EXPANSION JOINT i | i SHUT-OFF VALVE. ON DO- - FLE)OBLE CONNECTOR (H0r MING SAFETY RELIEr VAL. 5 ENTEmNG AIR lEMPER'luRE Â¥I AIR VENT MIESSURE - TE'P TAP 501 EXHAusT EWT ENTERING WATER lEMPERATURE Andrews & ' 1ANE. MCQUAY. MODINE EQUIVALENT FBO FUR'.SHED BY C... *--| PRESSURE GAUGE w./ pIG TAIL & Caa< LAT LEAVING AIR mMPERATURE UNT LEA-IG WATER ~hIPERATURE 2 ~Zr Anderson, P.C. EXHAUST FAN SCHEDULE NIC NOT IN CONTRACT -1- yACJU~ GRE- ~- 1"CW TO BUILDING CeD OPPO10 U. VOUNE DA-0 *RaUTECTURE 'C ON CEN.I - 110.....OUT FAN MOTOR 1 i DI A~ Da 62'] Â¤ 3 - ' OS. OUTSIOE NR -) VERIC. CLEANOUr HISTORIC PRESERVATION ~1 MANUFACTURER & ACCESSORIES ~ REMARKS ' 1-Â· TÂ¥,CAL . ... OR.. PLANNUK; MARK | TYPE ' CFM (IN W.C.)1 <IN W.C.) r. 940-ELT -LY . FLOX' 9-< S.P.* SLÂ· S P.O ALT. WATT 1 V(#dtft i MODEL NO. UNG UNLESS NOTED .THERVASE EF-1 COUNG 190 0.2 ~ 0.3 32.5 120/1 ~ PANASONIC WITH INTERNAL BACK DRAFT .R -- SNOÂ¥,IMELT RETURN -3 R(Xy DRAIN 1120 WASHINGTON AVENUB, SUrrE 200 - HWS - HEAANS WATER SUPPLY 00/DEN,COLOUDO..1 DAMPER, ~ET~>Fl. Â®S :=/A-ER #FV--20VQ2 FAX(303)278Â·0521 11 - CE -Â·- CONDENSER SUPPLY H~IR - HEARNG WATER RETURN 003)271-4376 NQIEi 1 - EXISTING WATER METER -Â·Â·Â·- CR --Â» CONDENSER RETURN * EXHAUST FAN ON ROOF VU DUCT THRU ROOF. ALL DISRUPTION TO LAWN \~ WITH REMOTE READOUT. G - NATURAL GAS . POÂ»~T Cr DISCONNECION SOFTSCAPE AND HARDSCAPE MEDIUM PRESSURE NATURAL GAS e POINT CF NEW CO-â‚¬CTION â€¢ PENNI GREENHECK, BROAN EQUIVALENT SHALL BE REPAiRED TO PRESSURE REDUCING VALVE, - 0 - DRAIN APE 1-ZZâ€¢ ARE AL./.14 ~EFE,9.::. PRECONSTRUCTION CONDIION WAITS 223. - -Â·- OF - .YCOL FEED THE,mITIEN CONSENT . - STRANER ./ .0.-OFF ..1â‚¬ ANDREWS 4 ANDERSON. P.C -- AS - REFRIGERANT SUCTION . I REFRIGERANT UQUID ----Â· RD - REFRIGERANT DISCHARGE ; =R PLUMBING FIXTURE SCHEDULE DOMESTIC WATER ENTRANCE DIAGRAM --- DOMESTIC COLD WATER Â».0 9 DOMESTIC HOT WATER 4--1 Host aee / WAU HYDRANT 11~1 NO SCALE O -- - Â£*S WASTE 3 -â„¢T~ CIO - -- HOT WATER CIRCULATÂ»10 t-Y MANUFACTURER & FAUCET TRIM - F - Ft[ LNE SYM. TYPE ~ A.D.A. ACCESSORIES FINISH MODEL NUMBER MFG. & MODEL # REMARKS - I - Pll-BING ~NT PIPE FLUSH | - CV _ CIEMICAL VENT PIPE ANGLE SUPPLY WHITEE KOHLER TOILET SEAT & COVER _ 1 - EXTERIOR BLDG. WALL - W - WAS. PIPE -7 = RICTOR 0 TANK W. C. YES W/ STOP .TREOUS S - s-TARY SEVER PIPE # K-7637 # K-3427 KOHLER # 1<-4352-A CHINA TO FIRE PROTECTTON SYSTEMS.-1 . - STORW DRAN P*E -6*- .....,/OW Â»OCATER i TEMPERATURE CONTROUE' LAVATORY WHITE KOHLER KOHLER ANEUE _ r r - [+ 8~â„¢RA."E ~ ACCESS PANEL O ~ COUNTERTOP YES - VITREOUS FAUCET # K-138 -- 5.0, OFF VAL. (BALL GAIE, luilERflY) M SUPPLY DUCT DO- CHINA # K-2220 - 0-CeE VAL',E BATHROOM ZURN 9--- CHECK VI'l D19 RETURN/EXHAUST DUCT 1 @ FLOOR - - - ZI--415-8 - - FF= TURNING VANES SH- ' - E180â€¢ DRAIN 1 1 -...... --;0- PLUG OR /&ANCH.... 1/ It 11-Md SINGLE BLADE DAMPER ( S.'D. }. IOTOR,8 WALL VACUUM BREAK WOODFORD - CIRCUIT SET-10 VILIE b- 8-2,7 Ot. OPPOSED S~E DA-En (00+D ) HYDRANT - ANDP~ - 8-65 - - --4 GATE OR GL-DeE V. E IN RISER *EME* AiR Erm.,0. - PWK; *. I ./ Cro - ORâ€¢/4 vic ./ HOSE END ,-r- OUCT SIZES ARE OUTSDE SHEET METAL th.F------- FLOW SWITCH TO ALARMS. SEE SPECS. -- IE-ERATURE .... VALVE 'L IMENSONS 'ST Nol i. S,ZE oF S.IRFACE 04 z - DRAN VALVE: PIPE INDIRECT TO FLOOR DRAIN. =t ===% 02<) SHO- 2ND NO. 1/ DUCT DEPTH. SUPPLY REGImER Tt'P ~-C81}- PU- a EQUP,ENT CONÂ»ECTÂ©R -1.- ......CK GACKFLOW PREVâ‚¬NTER 020 REn,â„¢ AIR . EXHAUS~ AIR REGISTER < 0 SHUT-OFF VALVE, ' FIXTURE EQUIVALENTS: AMERKCAN STANDARD. KOHLER, CRANE. UNIVERSAL RUNDLE, .RAT. STERN WILLIAMS 440 -I..:O~~0~SINDICATE DRAIN EQUIVALENTS: JOSAM. WADE. SMITH Â»2=z DOUBLE CHECK TYPE BACKFLOW PREVENTER, FAUCET EQUIVALENTS: CHICAGO FAUCET. SPEAKÂ»IAN. KOHLER. DELTA % r DOOR GRILLE -1 E- SEC~.RU SUPR.Y AIR DUCT. - - FIRE SENCE FROM WATER ENTRY. RE: SECnON â„¢RU euTS,DE NR ~TAKE. -1 < F DIAGRAM Â®. THIS SHEET. lii/,/ RETURN AIR Â©R ./AUST DUCT. CONDENSING UNIT SCHEDULE I . - FLOOR 44 (A) SECOON CUT LETFER <> (B) SHEET 940-1 ON. 1 ELECTRICAL , EVAPORATOR ~ CONDENSOR - - ~ ~ AIR HANDLER MANUFACTURER* MARK 1 SERVEE DB & MODEL NO. REMARKS FIRE ENTRY PIPING DIAGRAM FIXTURE CONNECTION SCHEDULE ~~ ~ D VOLTAGE/PHASE~ MCA ~er,)Ed?Ty,efy~ ~5E~I~.E] EAT (7) 1 NO SCALE 8 FIXTURE HW CW WASTE VENT CU-1 GAS FURNACE 208/1 20 80 60 51.000 82 TR*IE # TTR060C LOW AMBIENT KIT & UNE KIT. WATER CLOSET ( FLUSH TANK) - 1/1 4 2" CU-2 GAS FURNACE 208/1 38 80 60 27,000 82 TRANE # TTROJOC LOW AMBIENT KIT & LINE KIT. LAVATORY ~ /27 1/2- 111 1}i SERVICE SINK 1/27 1/7 r 2~ KITCHEN SINK %/ DISPOSER 1/2- 1/2Â» 2- 115 BATHTUB / SHOWER 1/: 3/4' r 11~ 5 TRANE. CARRIER. LENNOX EQUIVALENT CLOTHES WASHER ROUGH-IN ~/27 1/2" 2â€¢ 115 DISHWASHER ROUGH-IN 1/7 - 2- 115 FURNACE SCHEDULE FAN * MARK SERVICE TYPE ESP ELECTRICAL ~ INPUT O OUTPUT O FILTER MANUFACTURER & REMARKS CFM O ALT i @ SL SL (MBH) ALT, (MBH) ACCESSORIES MODEL NUMBER (IN W.C) (IN W.C) HP ,VOLTAGE/PHASE' I F-1 FIRST FL GAS 1700 0.4 0.5 1/2 120/1 51,000 51,000 - 2- T.A. LENNOX # G305/BOX)-125 SIZES SHOWN ARE MINIMUM PIPE SIZES TO A SINGLE FIXTURE. i MINIMUM PIPE SIZE TO 2 OR MORE FIXTURES IS 3/4". F-2 SECOND FL GAS 2000 0.5 J 0.7 1/2 120/1 62.500 62.500 - r T.* LENNOX # G305/60(>-125 - ALL FIXTURES USED ARE NOT NECESSARILY USED ON â„¢IS PROJECT, 1 1 â€¢ REZNOR, TRANE, LENNOX EQUIVALENTr GRILLE, REGISTER, DIFFUSER, & LOUVER SCHEDULE MANUFACTURER & ' SYMBOL' USE PATTERN ACCESSORIES FINISH MODEL NO. REMARKS FLOOR 30Â· SUPPLY GRILLE FIXED 0.8.D At-UMICAN KRUEGER 1600/1850 SERIES - ISSUED FOR CONSTRUCTION DATE =000 GOING O RETURN GRILLE FIXED - ALUMICAN KRUEGER S85/S585H SERIES 6 - ... SIDEWAU Fi~0 - ALUMICAN KRUEGER S85/S585V SERIES - RETURN GRILLE CEIUNG SUPPLY 4-WAY 0.8.D WHITE FINISH KRUEGER SH4 - DIFFUSER MAS lili.D DAL 7207.02 COPYRIGHT 2000 MECHANICAL * GRD EOUWALENT: TITUS, KRUEGER. METALLAIRE HART & COOLEY, ANEMOSTAT LOUVER EQUIVALENT. PENN, DOWCO. LOUVERS & DAMPERS. RUSKIN 4(970Â»-4159 LEGEND, SCHEDULES, SPECIFICATIONS BEAUDIN GAN= - - Ml.1 opei0100 'uodsv -PIHEISIEIHAA Â®Â®Â®Â® \ /3 TO EXISTWG 1 3> Andrews & Anderson, P.C. 8~~ VAULT '21 - > 1 ~ 1 6 1 IN F[) C.0.11~ ARCHITECTURE .-ZE- P f . 15>b. 4 HISTORIC PRESERVATION | by,ar PLANNING 13 144 / /~ ~ 120 WAmONOTON AVEWUE. SUnl 200 1 / -: 00/Â·DEN....ORADO-01 'u/3/ FAX (303) 27M521 003)29Â·4378 1 7 'cop'm,-HM ANY UNAUTHolaZED USE OF THESE i CT..An/ THE -TIN CONSENT OF: A,/REWS & A,Â«./.ON. P.C. 1 LIU=] -/S~ DOCUINTS B PROHSITED 'ROUT ~ DOMESTIC -WATER PIPING ISOMETRIC DIAGRAM ~ WASTE AND VENT PIPING ISOMETRIC DIAGRAM NO SCALE NO SCALE - REMOVE EXISTING GAS FIRED UNIT HEATER. - CAPEXISANG FLUE 21. 1 2- ' - 41 =2222- 1 1 M - -- RE-FURBISHED EXISTING SUMP PUMP Ad Z KITCHEN 0-29lf ' ~ Â· 6-- HWSCE)-- -- ~ FOUND. 2 3========cr-1 ' r- -- V - SYSTEM. INFORM ENGINEER AND 0*ER F IMMEDIATELY IF IRREPARABLE DAMAGE IS 1 1 I / 1 -9 2 , .2 EXISTING HIS/WWR LOOP (21, TYP. U.N.O. < 2 {33] 1 - . n REMOVE EXISTING GAS METER AND PIPING. MECHANICAL--_L- t- G. 2-1 --*--7-- 0-7, COM] 1-nEll -1 E- U - RE-FEED EXISTING DOMESTIC COLD WATER 4 < - , RS/RL UP L - TO BUILDING. , *5*0907*41 11 - - -- i - NEW GAS METER BY GAS COMPANY (400 MBH), - 1 1+i jibl FEED NEW BOILER AND GAS WITER HEATER - 9 NEW DOMESTIC WATER/FIRE ENTRY. RE: 1 /1. 1 11 1 1 WITH NEW 1-1/2* GAS UNE. -- 2 Ht 1 *Ii i E :1 1 DIAGRAMS A & B. SHEET M 3.1. EXISTING 5. WATER ENTRY TO BE REMOVED) mos LTÂ¥-1 1 L- 1 f \1 4 'I' ' ' ' I i FUP - | - 0--2" (E) 24*6 UP ro FloOR REGISTER. HOLD IGHT 00024 : Rs/RL TO Ent - ---SUL F RISER 1" GAS UP -~~h~.\~ TO WALL ABOVE. OFFSET DUCT IN JolST : .1 1 El Â®--0- SPACE AS REQUIRED, TYP. i IN CEILING OF BASEMENT. ~~-- --~-~---- ~ SEE FIRST FLOOR FOR CONTINUATÂ¢ON -- _~_~4.2 - <_ 1-1- G RISER - r~~~-9 H 1 1 -Â· - REFER TO DOMESTIC WATER AND WASTE AND VENT < piuMBING IN THIS AREA ISOIJETRICS, DRAWINGS 1 AND 2. â„¢IS SHEET FOR -13 T Lf ma =Â« -T-3-- F -.< 1 Fn GALLERY 1 L-J---1 TESTROLAI 11 1.-< ; FEE-1 n I Â· | | - - '' ~1~ H ALL. AMMURAILC~'2IT~GR~~~~=SA=22==E-Z72~P MECHANICAL g PROPER VALVE OPERATION. 230 C r-* _1-Ty-- L I fl )11111 132] ac...2~ = 9 .6- 0 - 13 3 4 FRISE:+1Â·x----Â«r---... 71-----L---1 //1 ,-W L,h*U)*\P\\ -~----~ -- 4" EXHAUST UP. 1 '7- 16*16 ON TO FLRNACE RA PLENU /. a22-JI -11 W. 20.0 1| ~ ,~ --i --i STOR / <-16*16 UP. =aÂ» .0-1 \4713 PE VENTS INTO EXISTNG 3 VENT RUNNING UP THROUGH (3) 2- VENTS FROM CRAWLSPACE BELOW ALONG WALL. FLOOR ABOVE. FIELD VERIFY EXACT LOCATION 00 EXISING VENT IN FIELD, /. 1 H -22 1[f Th'P B VENT <E) UP IN WALL. 3 Ji, C KEÂ« 79 21Â«I - 230 1111 - 7 LRECONNECT TO EXISTING 10* TYPE ~B- VENT UP. ROUTE FIRE PENETRATION ABOVE - SUPPLY :1 / 16*16 -1 e 2 1 CEILING TO RECESSED HEADS IN EACH SPACE, TYP. Up. R - l PV~L~-J r J - C RAWLSPAC. - 1 E--1 ISSUED FOR CONSTRUCTION RELOCATE EXISTING - GALLERY WATER HEATER, *M-1 DATE 02/25/2000 CONTRACTOR TO VERIFY THAT THERE IS ADEQUATE - a ./. DA. COMBUSTION AIT INTO THE MECHANICAL ROOM. MINIMUM OF TWO OPENINGS 45 SQUARE INCHES EACH. ONE 1 230 r /~ OPENING TO BE WITHIN 12" OF FINISH CEIUNG AND ONE TO BE 12* AF F INFORM ENGINEER IMMEDIATELY IF NEW 4- FIRE UNE FROM 124*6 - COMBUSTION AIR IS LESS THAN SPECIFIED. j,F'' CITY MAIN 1J O 3 EX;STING BOILER SYSTEW To SE REAOVED FROM / ~0~ L 5,35 THIS AREA. 11 11 ---------------~- 4 2 EXISnNG 1" MAIN TO BE '711 CAPPED AND ABONDONED IN PLACE. CDW Ii I -- - --- 4 DAL ...Cr .1 7207.02 1 -4 r - â€žt COPYRIGHT 2000 O 0 ' FIRST FLOOR AND =c (970*-8150 BASEMENT 4 FIRST FLOOR MECHANICAL PLAN /~\ &.&7-4 MECHANICAL PLANS 0.-Col=01 SCALE: 1/40 = 1'-0- tv 3 BASEMENT MECHANICAL PLAN ~ BEAUDDI ' SCALE: 1/4" = 1'-0" GANZE ==1"C D."a M2.1 HSAOH G 37[3HHAA OpEJOIO Andrews & Anderson, P.C. ARCIrrECIURE HISTORIC PRESERVATION PLANNING ] 120 WAS,LING"UN AVENUn, SUmt 200 OOLDEN. COLORADO'0401 003)270.4378 FAX{303>27*0321 19/ .'.Pl us~ OF THESE DOCUWENTS 5 PROINBITED / !OUT THE -TÂ·EN CONSENT OF: .40'... & "&/5011. P.C. CAP EXISTiNG ENT FROM GAS UNIT HEATER BELOW. --3 0-4 1 6~0 SUPPLY DW - EXIST~NG PLUMBING FIXTURES IN THIS GALLERY 1 STOR ~ / AREA TO REMA]N SHUT OFF WATER AT Ad Z [3331 P-STOP WHENEVER APPLICABLE. 87 SUPPLY DN -- Q i! TO COUNG REGISTER. ,--Â·Â·-e-Â·~~~~ TO CEILING REG#STER \ a f <2 -1 E- ZII- --- - -- T T 2 * L -1 < F MAIN FROU BELOW. - -4L 1* GAS UP. <> 1" GAS ON. - RS ON. - RS UP. -222\10 E- 9 RL DN. - RL UP. - ~N|[~ 1 8-0 SUPPLY 01 - 20*20 RETURN UP TO FURNACE. TO CEILING REGISIER. ~ TRANSITION AS REQUIRED. RS & RL TO Ezzl 1 i ~--11 -4 04 1Â« 4 i F z- F RISER r -1 I GALLERY P= GALLERY ~ || 18*20 |Ni m &*20 . n, 47.- ~1 0. (0 10â€¢ r,PE 8 VENT -Â®1 LU TO CEIUNG REGISTER. =44 - f 6-0 SUPPLY DN TO CEILING REGISTER- r, ---- ~ ~_ RISER IN WALL. 11110 SUPPLY ON U e -ral-1 1-u/ - 4" EXH. RISER UP THROUGH ROOF. TERMINATE IN WEATHER <~ HALL. CAP. EXISTING 10- RISER UP --~ = -mi STAIR RROUGH ROOF TO CHANNEL W. , = EE] T STORAGE 11 -1 1 1-1 = 1 E---4 , 1 Chi STAIR If <1/,~/ 444 ----U------ -------- L \ 41 LE=] - 6-0 SUPPLY iN t TO CEILING REGISTER. ------------ --1-1 . L - ~1 L(~~ STOR. --\ - ROUTE DUCT IGHT TO CEILING -4-12, m- [22 AND DROP DN. AT REGISTER. TYR, U.N.0. | r~-1 ISSUED FDRCONSTRUer[ON 10'0 SUPPLY DN - ~~~3 _ _. _â€ž. ~ ~..~~_ _.__ DATE 0245/2000 TO CEILING REGISTER. --- 17~121= ~St 12)(T? 6 .r.-1 - 1 GALLERY = EXISTING PLUMBING FIXTURES IN THIS AREA TO REMAIN. SHUT OFF WATER AT P-STOP WHENEVER APPUCABLE. 77 1 01 1% E-MI- -1 CD' Al---1 DAL I""1 720702 COPYRIGHT 2000 2 Amc MECHANICAL PLAN ~\ 1 SECOND FLOOR MECHANICAL PLAN /~\ ~ 0831. M. 30 SECOND FLOOR SCALE: 1 /4* = 1'-0" T SCALE: 1/4" = 1'-0" AND ATTIC Ofr-ph". MECHANICAL PLANS m%2,mÂ°' BtiUDDI Gn M2.2 HSAOH G -PIHEIHEIHAA OpEJOIOO 'uodsv . MEHCANICAL SPECIFICATIONS: 1 00 NOT SCALE DRANNGS VERIFY DIMENSIONS IN FIELD PRIOR TO 24+ PROVIDE A BASE 810 EICH SHALL INCLUDE ONLY SPECIFIED D. DUCTWORK: GALVANIZED SHEET STEEL, LOCK FORMING QUALITY; 56. INSULATE ALL NEW HEAING WATER, DOUESTIC HOT WATER. COMMENCEMENT OF WORK. REFER TO ARCHITECTURAL DRAMNGS FOR ALL EQUIPMENT OR EQUIPMENT USTED AS EQUIVALENT NO SUBSTITUnONS CONSmUCTED TO THE LATEST EDITION oF SMACIA "IVAC DUCT HORIZONTAL STORM AND DOMESTIC COLD PIPING WITH U.L. APPROVED. DIMENSIONS FOR THE LISTED EQUIPMENT SHAU BE ALLOWED IN THE BASE BID. CONSTRUCTION STANDARDS" +/- 1" W.C. PRESSURE CLASSIFICAPON, WHITE, ALL SERMCE, GLASS Fl BER, SNAP-ON, PIPE INSULADON SEAL CLASS "C-;WTH GALVANIZED STEEL FASTENERS, ANCHORS. ANGLES. INSULATE ATTINGS WTH GLASS FIBER BLANKET INSULATION AND 2. IT SHALL BE ASSUMED THAT Au_ SUBCONTRACTORS ARE EXPERIENCED A. THE MANUFACTURER OF EQUIPMENT OR MATERIALS FIRST NAMED ON STRAPS, ETC, PREMOLDED P.V. C. COVERS. ALL MATERIALS SHALL HAVE A SMOKE AND THOROUGHLY KNOWLEDGEABLE IN THEIR RESPECTIVE AREAS OF THE THE DRAWINGS IS THE BASIS OF- DESIGN. OTHER MANUFACTURERS USED DEVELOPED RATTNG OF 50 OR LESS AND A FLAME SPREAD RAnNG OF 25 OR 1 CONSTRUCTION INDUSTRY AND SHALL PERFORM IN A RESPONSIBLE MANNER ARE CONSIDERED GENERAL EQUIVALENTS ONLY, E. SEAL ALL SEAMS (LONGITUDINAL AND TRANSVERSE) AIRTIGHT WITH LESS. INSULATION SHALL PASS UNINTERRUPTED THROUGH HANGERS. IN ESTABUSHED CONSTRUCTiON SEQUENCE, RECOGNIZING THE PRIORITY OF UNITED MCGILL "UNI-GRIP" UL LISTED, WATER BASED, NON-HARDENING. VAPOR BARRIERS SHALL BE CONTINUOUS. AND SEALED WITH -NON- Andrews & THE CONSTRUCTION DOCUMENTS, DRAWING IND DETAILS, AND SHALL INFORM B. COORDINATION OF GENERAL EQUIVALENTS AND SUBST,TUTIONS ELASOC SEALANT OR EQUIVALENT. BREATHING- MASTIC ON COLD APING ALL RAW EDGES OF INSULAnON THE PRIME CONTRACTOR OF POTENTIAL PROBLEMS WHEN DRAWINGS ARE WHERE CONTRACT DOCUMENTS PERMIT SELECTION FROM SEVERAL GENERAL SHALL BE NEATLY TRIMMED AND SEALED WITH MASTIC. Anderson, P.C. UNCLEAR OR INCONNSTENT. EQUIVALENTS, OR WHERE SUBSTITUDONS ARE AUTHORIZED. COORDINATE 38. PROVIDE 0 GALVANIZED MESH SCREEN ON ALL COMBUSTION AIR ~ CLEARANCE AND OTHER INTERFACE REQUIREMENTS WITH MECHANICAL AND DUCTS OR OPENINGS, AND ALL OPEN AND RETURN AND EXHAUST DUCTS. A. INSULATION THICKNESS: ARCHITECTURE 3 SUBCONTRACTORS SHALL BE RESPONSIBLE TO NOTIFY THE PRIME OTHER WORK. CONTRACTOR OF DISCREPANCIES OR CONFLICTS ON THESE CONSTRUCTION 39 ALL DUCTWORK DIMENSIONS ARE OUTSIDE SHEET METAL DIMENSIONS. 1. HEATING WATER: ALL SIZES - 1-; RUNOUTS WITHIN 20 FEET OF HISTORIC PRESERVATION DOCUMENTS FOUND DURING BIDDING AND/OR CONSTRUCTION PRIOR TO , PROVIDE NECESSARY ADDITIONAL ITEMS SO THAT SELECTED OR DUCT UNER HAS BEEN ACCOUNTED FOR. TERMINAL UNIT - 2". PLANNING PERFORMING THE WORK. SUCH DISCREPANCIES SHALL BE RECEIYED SUBSITUTED ITEM OPERATES EQUIVALENT TO â„¢E BASIS OF DESGN AND EXPEDITIOUSLY AND NOTIFICAnON GIVEN TO â„¢E SUBCONTRACTOR EITHER PROPERLY ATS IN THE AVAILABLE SPACE ALLOCATED FOR THE BASIS OF 40. DUCTWORK NOTES: 2. DOMESTIC HOT WATER: ALL SIZES - 1 ~; RUNOUTS WITHIN 20 FEET 1120 WASH!NgrON AVENtm, SUrrE ZOO VERBALLY OR IN V,RITING AS APPLICABLE TO â„¢E CONDITION, DESIGN. OF FIXTURE - 2". GOLDEN. COLORADO -01 A. DIFFUSER NECK SIZES IS SAME AS FLEXIBLE DUCT SIZE. (303)27*4378 4 EXAMINATION OF BIDDZNG DOCUMENTS. 2 PROVIDE ALL FEATURES WHICH ARE STANDARD ON THE BASIS OF 3. DOMESTC COLD WATER AND STORM: ALL SIZES - 2- FAX (303)/760/1 & DESIGN PLUS ANY SPEaAED OPTIONS. B. UNLESS OTHERWISE NOTED, ALL CHANGES IN DIRECTION SHALL BE ./.GHT 1@98 A EXAMIE THE RIDING DOCUMENTS CAREFULLY. NOT LATER THAN MADE WITH RADIUS ELBOWS WITH RADIUS TO CENTERUNE EQUAL TO 1.5 57 EQUIPUENT LABELS: LABEL ALL NEW PIPING AND EQUIPMENT SEVEN DAYS PRIOR TO â„¢E DATE OF RECEIPT OF BIDS. WRITTEN REQUEST 3. BE RESPONSIBLE FOR ASSURING THAT PIPING. CONDUIT. DUCT, DUCT WIDTH. PROVIDE FULL BAND OR STRIP TYPE MARKERS AND FLOW ARROWS ON ANY UMAul},ORIZED USE CF â„¢Â£SE FOR INIERPRETADON OR CORRECEN OF ANY PERCEIVED DISCREPANCIES, FLUE. AND OTHER SERVICE LOCATIONS FOR GENERAL EOUIVALENTS OR DOCUWENTS IS PROW]BITED .â„¢OUT PIPING. PROVIDE ENGRAVED PLASTIC VALVE TAGS WIll}1 VALVE NUMBER 1HE WROâ„¢N CONSENT OF: AMBIGUITIES, INCONSISTENCIES, OR ERRORS DISCOVERED SHALL BE SUBSTITUTIONS DO NOT CAUSE ACCESS, SERVICE. OR OPERATIONAL t. WHERE REQUIRED FOR SPACE CONSTRAINTS, PROVIDE SQUARE THROAT AND ATTACH WITH STANDARD CHAIN OR S-HOOKS. PROVIDE ENGRAVED ANDREVS & ANDERSON, P.0 SUBMITTED TO THE ARCHITECT. ANY iNTERPRETAnON OR CORRECTION DIFFICULnES ANY GREATER THAT WOULD BE ENCOUNTERED 11'MTH THE BASE ELBOWS WITH SINGLE WIDTH (NON-AIRFOft) TURNING VANES. PLASTIC SIGN ON OR NEAR SPECIAED EQUIPMENT. ILL BE ISSUED AS AN ADDENDUM BY THE ,ARCHITECT. ONLY A WRITTEN DESIGN. INTERPRETAIONS OR CORRECTIONS GIVEN BY ANY OTHER METHOD. IF 2. FOR DUCT DEPTHS OF 36- OF LESS, PROVIDE MANUFACTURED SINGLE 58. FlRE PROTECTION DESIGN/BUILD REQUIREMENTS: DISCREPANCIES. AMBIGUITIES. INCONSISTENaES. OR ERRORS ARE NOT 25. ALL MATERIALS AND/OR EQUIPMENT SHALL BE HANDLED AND WIDM (NON-AIRFOIL) TURNING VINES, WITH SPACING IN ACCORDANCE Ul COVERED BY ADDENDUM OR WRITTEN DIRECÂ·TIVE. iNCLUDE IN â„¢E BID INSTAUID AS PER MANUFACIURER'S SPECIFICAnONS AND WITH SMACNA DUCT CONSâ„¢UCTION STANDARDS FOR -STANDARD SPACING-. A. PROVIDE AN AUTOMAnC SPRINKLER SYSTEM TO BE MONITORED BY A LABOR. MATERIALS, AND MEnÂ·IODS OF CONSTRUCnON RESULnNG IN HIGHER RECOMMENDAnONS. USE DOUBLE THICKNESS BLADES FOR DUCT DEPTHS GREATER THAN 36-, CENTRAL- STATION MONITORING ALARM COMPANY COMPLETE DRAWINGS, COST. AFTER AWARD OF CONTRACT, NO ALLOWANCE OR EXTRA USE NO TRAIUNG EDGES SPECIFICATIONS AND DETAILS SHALL BE SUBMITTED BY RE FIRE ~ COMPENSATION WILL E MADE DUE TO FAILURE OF MAKING THE WIRITTEN 26 SUBMIT ENTIRE HVAC AND PLUMBING AND FIRE PROTECTION SHOP SPRINKLER DESIGN-BUILD COMPANY. REQUESTS AS DESCRIBED ABOVE, DRAWING SUBMITTAL DATA AT ONE TIME. SUBMITTAL TO BE BOUND IN 41. SUPPORT PIPE WITH ROD AND CLEVIS, RING HANGERS, TRAPEZE, OR ~ THREE-RING BINDERS, INDEXED IN A NEAT AND ORDERLY MANNER. CLAMPS. NO PIPE TAPE ALLOWED. ALL HANGERS SHALL BE SIZED FOR OD B. THE FIRE SPRINKLER CONTRACTOR SHALL SERVE AS THE ENGINEER OF B. BE RESPONSIBLE FOR ITS PROMPT DELIVERY OF REQUEST. FAILURE PARWAL SUBETTALS WILL NOT BE ACCEPTED. SUBMITTALS SHALL OF INSULATION. IF ANY PROTECT INSULATED UNES MTH 20 GA SHEET RECORD FOR AU WORK PERFORMED UNDER THIS DIVISION. IF REQUIRED TO SO REQUEST CLARIFICATION OF ANY INADEOUACY. OMISSION, OR INCLUDE, BUT NOT BE UUITED TO EQUIPMENT, FIXTURES, INSULATION, METAL SHIELDS FOR PIPING 1-1/2- AND LESS, PROVIDE CALCIUM BY THE AUTHORITY HAPING JURISDICTION, (A.H.J.) SUBMIT COMPLETE CONFLICT ILL NOT RELIEVE RESPONSIBILITY OF DOING SO. THE DlFFUSERS, PUMPS. FANS. PIPING. VALVES, BOILERS, FURNACES, SIUCATE INSULATION INSERTS FOR ALL INSULATED PIPING 2" AND ARE SPRINKLER SYSTEM SHOP DRAVINGS AND HYDRAUUC CALCULATIONS. SIGNING OF THE CON1RACT WILL BE CONSIDERED AS IMPLIC, TLY DENOMNG CONTROLS, AND FIRE PROTECTON LARGER. MAINTAIN vAPOR BARRIER ON ALL COLD LINES ISOLATE BARE GENERATED BY CONTRACTOR. SHOW DRAINGS SHALL BE A MINIMUM 1/8" A THOROUGH COMPREHENSION OF THE FULL INTENT AND SCOPE OF THE COPPER UNES FROM HANGERS WITH V!BRASORB OR EQUIVALENT. COPPER SCALE, SHOW DEVICE AND APPUANCE LOCATIONS, BUILDING BjACKGROUND WORKING DRAWINGS AND SPECIFICATIONS, SIGNING OF THE CONTRACT 27. FAILURE TO ORDER, OR RELEASE ORDER FOR MATERIALS AND/OR COATED HANGERS ARE NOT SUFFIENT. VIAPPING PIPE WITH TAPE NOT INFORMATION. ROOM OCCUPANCY DESCRIPIONS, DOOR SWINGS, FIRE ~ INDICATES AGREEMENT TO ALL OF THE CONDInONS IN MIS EQUIPMENT WLL NOT BE ACCEPTED AS A REASON TO SUBSTITUTE ACCEPTABLE RATINGS AND FIRE PROTECT,ON SYSEM LAYOUT AND DETAILS, SHOP SPECIFICATION. ALTERNATE MATERIALS, EQUIPMENT, OR INSTALLATION METHODS. DRAWINGS AND HYDRAULIC CALCULABONS SHALL BE SEALED BY A 42. NEW HOT AND COLD WATER BRANCHES TO BE ROU TED FROM NEAREST PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF- COLORADO. 5. INASMUCH AS DESIGN FOR REMODEL ANO/OR REHABILITATION 28 PROMDE NECESSARY TRENCHING, BACKALL EXCAVAnON, SUPPORTS, HOT WATER AND COLD WATER OF UNE SIZE EQUAL TO OR GREATER THAN SUBMIT SHOP DRAWINGS AND HWRAOLIC CALCULADONS TO THE BUILDING REQUIRES THAT CERTAIN ASSUMPDONS BE MADE REGARDING EXISTING SAWCUrnNG AND PATCHING. CONCRETE/PAYNG, ETC., AS REQUIRED. NEW BRANCH-TYPICAL. INSPECTIONS DIVISION AND FIRE PREVENTION BUREAU FIRST. AS Â¤ CONDITIONS, AND BECAUSE SOME OF THESE ASSUMPTIONS CANNOT BE BAO<ALL TRENCHES IN 6- LAYERS AND TO 90% COMPACTION AND PATCH TO APPLICABLE AND OBTAIN THEIR APPROVAL BEFORE SUBMISSIONS TO THE VERIFIED WITHOUT DESTROYING Oâ„¢ERWISE ADEQUATE OR SERVICEABLE MATCH EASING GRADE. 43 REFER TO PLUMBING FIXTURE CONNECIONS SCHEDULE FOR PIPE ARCHITECT. PORnONS OF THE BUILDING, THE ENGINEER CANNOT ASSURE THE OWNER OR SIZES TO INDIVIDUAL PLUMBING FIXTURES. â„¢E CONTRACTOR THAT THE PROFESSIONAL CONSULTING SERVICES HEREIN 29 REPAIR ALL ACCIDENTAL OR INTENRONAL DAMAGE TO MATCH C. WHERE REQUIRED BY THE A.H.J., ALL NEW SPR1NKLER HEADS SHOULD 04 k ENCOMPASS ALL CONTINGENCIES. FIELD COORDINAn ON DURING EXISTTNG CONSTRUCTION WIâ„¢ NO NOTICEABLE DIFFERENCE IN 44. PROVIDE SHOCK ARRESTERS AT ALL DOMESTIC HOT AND COLD WATER HAVE THE CONNECTING MAIN AND BRANCH PIPE SIZES SHOWN CONSTRUCTION IS IMPERAnVE. WAKE REASONABLE ALLOWANCES FOR CONTINUITY. APPEARANCE OR FUNCTION. BRANCHES SERVING FIXTURES AND EQUIPMENT *TH QUICK CLOSING VALVES. SUCH FIXTURES AND EQUIPMENT INCLUDES FLUSH VALVE WATER 1. CONFORM TO UGHT HAZARD OCCUPANCY REQUIREMENTS OF NFPA 13. < 2 UNSEEN CONDITIONS. 30, PROVIDE 4~ HIGH CONCRETE EQUIPMENT PADS BENEATH FLOOR CLOSETS. DISHWASHERS. ICE MACHINES, AND CLOTHES WASHERS. SHOCK 6. BEE RESPONSIBLE TO FIELD VERIFY EXISTING EQUIPMENT OR MOUNTED MECHANICAL EQUIPMENT, IN ADDITION TO ANY BASE ASSEMBLIES ARRESTERS SHALL BE CONSTRUCTED WITH A PISTON IN A SEALED COPPER 2. PROVIDE FLOW TEST INDICAING STATC AND REgDUAL PRESSURED DUCTWORK REMAINING TO BE CONNECTED TO NEW OR EXISTNG SYSTEMS. REQUIRED BY MANUFACTURER. TUBE CHAMBER, AND APPROVED FOR INSTALLATION WTHIN WALLS WITHOUT DEVELOPED UNDER ARE FLOW CONDITIONS AS REQUIRED BY A.H.J. PROVIDE DUCTWORK. APING. CONTROLS, DIFFUSERS. ETC AS REQUIRED ACCESS PANELS, SIOUX CHIEF OR EQUIVALENT. BELLOWS TYPE NOT -1 E- TO RESTORE CONTINUITY OF SYSTEM (S), OR TO MAKE NEW WORK MEET 31. FIRE STOPPING REQUIREMENT. PENETRAnONS THROUGH RATED WAUS ACCEPTABLE. D. PIPING SHOWN ON PLAN IS FOR GENERAL COORDINATION INLY EXISTING CONDInONS. WHETHER INDICATED OR NOT. AND FLOORS SHALL BE SEALED WITH A MATERIAL CAPABLE OF PREVENING THE PASSAGE OF FLAMES AND HOT GASSES WHEN SUBJECTED TO THE 45. DOMESTTC HOT AND COLD PIPING INSDE BUILDING-BURIED UNES. E SYSTEM SHALL BE INSTALLED COMPLETE AND OPERATIONAL, 7. SUBCONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF ALL REQUIREMENTS OF THE TEST STANDARD SPECIFIC FOR FIRE STOPS ASTM-E- TYPE â„¢= SOFT ANNEALED COPPER WATER TUBE. SINGLE LENGTH TO AVOID !NCLUDING WATER FLOW INDICATOR. CONNECn ONS TO EXISnNG ALARM. UT]LITY SERVICES AND COORDINAYE AS REQUIRED BY EITHER RESPECTIVE 814. ACCEPTABLE MA7ERIALS INCLUDE: DOW CORNING RTV FIRE STOP FITTINGS, (WROUGHT COPPER FITTINGS WHERE UNAVOIDABLE) AND 1100EF DRAIN PIPING, IDENTIFICAnON SIGNS, ETC. <>1 AREA OF â„¢E CONSTRUCTION INDUSTRY. NonFYING THE PRIME FOAM FOR BARE PIPE, METAL CONDUIT, AND ELECTRICAL CABLE: 3M FIRE SOLDER NON-BURIED LINES. TYPE V COPPER WATER TUBE. WROUGHT CONTRACTOR OF VARIATIONS OR CONFUCTS. DAM 150 CAULK FOR BARE PIPE, METAL CONDUIT, AND BUILDING COPPER F1711NGS AND NO LEAD 95-5 SOLDER. F WORK SHALL BE PERFORMED BY A QUAUDED FIRE SPRINKLER CONSTRUCDON GAPS; NA CP-25 CAULK AND FS-195 INTUMESCENT STRIPS INSTALLER WITH A MINIMUM OF (5) FIVE YEARS EXPERIENCE IN SIMILAR 8, IF NOT SPECIFICALLY DEFINED IN THESE CONSTRUCTION DOCUMENTS, FOR INSULATED PIPES. PLASTIC PIPE OR CONDUIT. AND ELECTRICAL 46. COPPER PIPE VALVES AND SPECIALnES ME# MATERIALS AND/OR EQUIPMENT SHALL BE IDENTIFIED BY THE CABLE. SUBMIT UL LISTED APPLICATON DATA FOR EACH TYPE OF SUBCONTRACTOR *THIN A REASONABLE TiME TO ALLOW SELECTION. PENETRATION ENCOUNTERED. A. GATE VAL\MES BRONZE. CLASS 125, 200 LB. W.O.G. G. COORDINATE ALL WORK WITH ALL OTHER TRADES. PURCHASE AND DELIVERY SO AS TO PREVENT DELAY ON THE JOB SCHEDULE B, BALL VALVES: BRONZE, CLASS 125. 600 LB. W.O. G. 32. DUCTS, PIPING, AND CONDUITS PENETRATING THROUGH ROOF SHAU C. CHECK VALVES; BRONZE. CLASS 125. 200 LB. W.O.G. H, SUPPLY OWNER AN EXTRA STOCK Of SIX SPRINKLER HEADS (6), 9. PROVIDE MECHANICAL DEMOLInON REQURED. REFER TO HAVE ROOF FLASHING COMPANBLE WITH THE ROOF'1NG SYSTEM SEE D. BALANCING VALVES: 125 PS W.P. FOR 250Â®F SERVICE TIGHT THREE (3) OF EACH TYPE, AND A SPRINKLER WRENCH. ARCHITECTURAL DEMOLInON DRAWINGS FOR LOCATION AND EXTENT OF- ARCHITECTURAL DRAWINGS. IN THE ABSENCE OF ANY OTHER SHUTOFF, TOUR AND ANDERSON STA, ARMSTRONG CBV. GERAND, OR DEMOUTION REQUIRED. 'ASIT SITE PRIOR TO BID TO DETERMINE EXTENT REQUIREMENTS, PROMDE SHEET LEAD TYPE FLASHING FOR PLUMBING VENTS FLOWSET, BELL AN GOSSETT CIRCUIT SETTER 59. REPLACE ALL EXISTING WALL HYDRANTS WITH NEW FREEZE PROOF WALL OF WORK INVOLVED. EXISTING FIXTURES. MECHANICAL EQUIPMENT. ETC. IN BUILT-UP ROOFS, TALL CONE WITH EPDMI BOOT FOR PIPE AND CONDUIT E. DIRECT UNIONS: FURNISH AND INSTALL A DIELECTRIC WALL HYDRANT TO PLUMBING FIXTURE SCHEDULE SHEET Ml.1 FOR SPECIFICATION BEING REMOVED SHALL BE RETURNED TO THE OMVER, DISPOSE OF ALL IN SINGLE PLY MEMBRANE ROOFS, AND CURBED ROOF PENETRATIONS IN ALL UNION AT All CONNECTIONS WHERE NONFERROUS MATERIALS IS IN CONTACT REMOVED PIPING. DUCTWORK, ETC. UNLESS NOTED OTHERWISE. PIPES, rYPES OF ROOF. INSTALLATION SHALL BE WAERTIGHT WITH FERROUS MATERIALS. 60. CONURACTOR TO PERFORM INSPECTION OF EXISTING WASTE MAIN FROM THE BUILDING TO THE CITY MAIN TO LOCK FOR LEAKS. PROVIDE ANDINGS TO DUCTWORK, EQUIPMENT, ETC. TO BE REMOVED. ARE SHOWN MATCHED. UNLESS OTHERWISE NOTED. 33. COORDINATE ARCHITECTURAL, STRUCTURAL. MECHANICAL. FIRE 47. MATERIALS: SOH_, WASTE. AND VENT PIPING (INSIDE BUILDING) OWNER FOR REVIEW IN BOTH A VERBAL AND WRITTEM FORMAT. INCLUDE PROTECTION. AND ELECTRICAL DRAWINGS PRIOR TO INSTALLABON. ALL BACKUP INFORMATION WIâ„¢ REPORT (PICTURES. VIDEO, SAMPLES, ECT.) 1 10. VERIFY EXACT LOCATIONS OF EXISTING AND NEW UNDERGROUND A. LINES BURIED BELOW GROUND-STANDARD WEIGHT. C.1 SOIL PIPE, UTILInES, PIPING, AND RACEWAY SYSTEMS PR;OR TO THE TRENCHING. 34 CAREFULLY VERIFY ELECTRICAL SERVICE VOLTAGE AND PHASE AND FITTINGS, HUB AND PIGOT VATH NEOPRENE GASKETS, OR NO HUB CONTRACTOR SHALL OBTAIN AND VERIFY EXACT UnUTY COMPANY DRAVWNGS AVAILABLE, 1,111'TH HEAVY DUTY 304 STAINLESS STEEL CLAMPS, HUSKEY OR EQUIVALENT. AND REQUIREMENTS. 35. MOUNT ALL STATS AT 4'6' AF.F. COORDINATE LOCATION WIâ„¢ B LINES ABOVE GROUND-STANDARD WEIGHT, C.I. SOIL PIPE, AND 11. ALL DUCTWORK, DIFFUSERS. PIPING, FIXTURES, AND EQUIPMENT WALL FINISH. AND TO AVOID CASEWORK. FURNITURE, DOOR SWINGS. HEAT FITnNGS. HUB AND SPIGOT IMTH NEOPRENE GASKETS. OR NO HUB WITH SEQUENCE OF CONTROL: 1 SHOWN IN LIGHT LINE WEIGHT ARE EXISTING, NEW INDICATED BY HEAVIER SOURCES, AND EXTERIOR WALLS, NOTIFY ENGINEER OF ANY CONFUCTS STANDARD CLAMPS. UP THROUGH 2-1/2- MAY BE STANDARD WEIGHT, UNE WEÂ¢GHT EXCEPT WHERE NOTED. PIPES. DUCTWORK. EQUIPMENT, Pm OR TO BEGINNING THERMOSTATS AT INSTALLATION GALVANIZED SlEEL PIPE WITH BLACK. W. I. DRAIN ATTINGS, OR DWV 1 UNIT HEATER, UH-1 ETC TO BE REMOVED. ARE SHOWN HATCHED, COPPER TUBE WITH DWV FITTINGS AND 95-5 NO LEAD SOLDER. 36, SUBMIT A VAITTEN BALANCE REPORT BY A NEBB OR AABC CERTIFIED ON CALL FROM HEAT FROM UNIT MOUNTED â„¢ERMOSTATS, UNIT HEATER 12. OFFSET PIPING. DUCTWORK, ETC. AS NECESSARY TO ACCOMMODATE BALANCING CONTRACTOR. BALANCING PROCEDURES SHALL BE IN 48 GAS PIPING-SCHEDULE 40 BLACK STEEL PIPE, 150 LB. MALLEABLE FAN SHALL. ACn VATE AND HEATING ELEMENTS WILL STAGE ON MA)NTAIN i STRUCTURE, BEAMS. COLUMNS. AND EXISTING EQUIPMENT. ACCORDANCE MTH NEBB OR AABC GUIDEUNES FOR PROPORTIONAL BALANCEL IRON SCREWED FITTINGS ON ABOVE GROUND PIPE, WELDED ATTiNGS WITH THERMOSTAT SET POINT OF 55Â¥ (ADJ.) SUBMIT REPORT ON STANDARD NEBB FORMS OR SUBMIT FORMS FOR REVIEW ALL PIPING COATED AND WRAPPED ON BURIED PIPE. 13. ALL EXISTING SUPPORT RODS AND STRAPS NOW SUPPORnNG DUCTS, PRIOR TO BALANCING. MEASUREMENTS SHALL INCLUDE ALL MOTOR 2. EXHAUST FANS. EF-1 FOR INSTALLADON OF NEW EQUIPMENT SHALL BE RELOCATED AND PRESSURE AT INLET AND OUTLET OF ALL PACKAGED EQUIPMENT, FANS. SEATS. AND ADJUSTABLE GLAND PACKING NUT. AGA AND UL USTED FOR FAN SHALL BE CONNECTED TO â„¢E BATHROOM UGHT SWITCH. Â¥*IEN PIPES. ELECTRICAL CONDUIT, ETC. Â·THAT ARE REMOVED TO ALLOW ROOM AMPERAGE AND VOLTAGE READINGS: MOTOR AND FAN RPMS; STATIC 49. GAS VALVES-NON-LUBRICATED BALLSTYLE VALVE MTH RESIUENT REINSTALLED, OR REPLACED IF DAMAGED. ColLS. AND FILTERS; PITOT TUBE MEASUREMENT OF SUPPLY. EXHAUST. NATURAL GAS SERVICE. LIGHT IN BATHROOM IS ON FAN SHALL BE ON. WHEN UGHT IN 1 , RETURN, AND OUTSIDE AIR MAiN DUCTS, AT MINI61UM OUTSIDE AIR, AND BATHROOM IS OFF FAN SHALL BE OFF. 14. ALL "CAPPED' SANITARY AND VENT UNES SHALL BE RECONNECTED OR 100% (ECONOMIZER) OUTSIDE AIR; VELOCITY DISTRIBUTION ACROSS THE 50. PROVIDE EXPANSION JOINTS OR LOOPS ON ALL CHILLED, SNOVINELT RE-ROUTED AS NECESSARY TO PREVENT -DEAD-ENDS" IN THE PIPING. ALL FACE OF FILTERS: AIR INLET AND OUILETS; WATER FLOW AT ALL FLOW AND HEA11NG WATER PIPING RUNS N EXCESS OF 50 FEET AND IN ' PIPING SHALL DRAIN TO ACTIVE SANITARY WASTE INES AND ALL MEASUREMENT STATIONS: INLET AND OUTLET PRESSURE AT PUMPS WTH ACCORDANCE WIâ„¢ THE MANUFACTURER S RECOMMENDAPONS. 3 FURNACE F-1, AND. F-2 BRANCHES WITH TRAPS SHALL BE ADEQUATELY VENTED. FLOW CALCULATED FROM THE PUMP CURVE: WATER FLOW. TEMPERATURE DROP, AND PRESSURE DROP AT ALL_ COILS. 51. FILL HEATING WATER SYSTEM WITH 30% PROPY.ENE GLYCOUWATER ON A CALL FOR HEAT FROM ROOM THERMOSTAT, FAN SHALL ACTIVATE i 15. CAP AU DEMOUSHED AND ABANDONED DUCT TAKE-OFFS AT TRUNK SOLUTION AND FILL SNOWMELT SYSTEM WTH 50% PROPYLENE GLYCOL/WATER AND GAS 8URNER Â¥Ill-1 STAGE ON TO MAINTAIN ROOM TIME. SETPOINT DUCT. A PROVIDE BELTS AND SHEAvES AS REQUIRED FOR DRIvE CHANGES TO SOLUTION. OF 757 (ADJ), ADJJST FAN SPEED. tâ‚¬ WORK SH ALL BEE PERFORMED IN A WORKMANLIKE MANNER TO THE 52. GRADE AND VALVE ALL HEATING AND WATER PIPING MTH 3/4 ON A CALL FOR COOLING FROM ROOM l'HERMOSTAT, FAN SHALL ACTIVATE SATISFACTON OF THE ARCHITECT. B. ADJUST FLOWS TO W}THIN 10% OF REQUIRED QUANTITY. WHERE ROOM HOSE END VALVES TO PERMIT COMPLETE DRAINAGE OF THEE SYSTEM. AND ASSOCIATED CONDENSING UNIT WLL ACTIVATE TO MAINTAIN ROOM TEMP AIR PRESSURE RELATIONSHIP ARE REQUIRED TO BE MAINTAINED AS SHOWN VENT ALL HIGH POINTS IN EQUIPMENT ROOMS AS NECESSARY WID{ SETPOINT OF 75Â·F (ADJ). 17. IT IS â„¢E CONTRACTOR'S RESPONSIBIUTY TO PERFORM HIS,41ER BY A DIFFERENTIAL OF SUPPLY AND EXHAUST/RETURN OR BY NOTE, ADJUST AUTOMAnC AIR VENTS PIPED TO CONvENIENT DRAIN. ALL HIGH POINTS 4, CONDENSING UNIT- CU-1 AND CU-2. WORK IN CONFORMANCE WITH ALL APPLICABLE CODES, ORDINANCES AND SUPPLY TO MTHIN 10% AN THEN ADJUST EXHAUST/RETURN TO PROVIDE THE IN SYSTEM OUTSIDE OF EQUIPMENT ROOMS WITH COMBINAT'loN LIFE SAFETY FEATURES AS REQUIRED BY LOCAL. STATE. OR NATIONAL INDICATED ROOM PRESSURE. IF ACTUAL QUANTITY IS LESS THAN 901 AUTOMATIC/MANUAL AIR VENTS AS REQUIRED TO REUEVE AIR N THE REFER TO FURNACE SEQUENCE. 8 AUTHORITIES. THE CONTRACTOR SHALL_ VERIFY WITH THE ARCHITECT IF INVESTIGATE CAUSE. ATTEMPT TO RECTIFY AND NOTIFY ENGINEER. SYSTEM. MODIFICATION OF HISMER WORK IS REOUIRED FOR COMPLIANCE. SUBMITTAL OF BALANCE REPORT WITH LESS THAN REQUIRED FLOWS VITI OUT 5 THERMOSTATS- To BE 7-DAY PROGRAMMABLE WITH MINIMUM OF â„¢REE DAILY ISSUED FOR CONSTRUCnON EXPLANATION IS CAUSE FOR REJECTION OF REPORT. 53. PROVIDE PLASTIC GROMMETS ON ALL HEAPNG WATER PIPING PASSING SETTINGS. UNIT TO HAVE FAN ON/AUTO/OFF SUB-BASE, HEAT/AUNCOOL- DATE 0/25/2000 18. ALL WORK OF ALL TRADES MUST BE IN STRICT COMPLIANCE, OR THROUGH WOOD JOISTS AND STUDS. SUB-BASE, AND LOCKABLE, VANDAL PROOF, CLEAR PLASTIC COVER EXCEED THE MINIMUM MATERIAL AND METHOD REQUIREMENTS OF THE 1997 C. SUBMIT THREE (3) COPIES OF ALL SUBMITTALS IN ADDIAON TO ANY BUILDING, MECHANICAL. PLUMBING, FIRE AND 1996 NATIONAL ELECTRICAL REQUIRED BY THE CONTRACTOR AND HIS SUPPIERS. THESE COPIES SHALL 54. MATERIALS; HYDRONIC PIPING 6 -mi O.1. CODES. NFPA, AND ALL LOCAL ORDINANCES AND AMENDMENTS AND BE RETAINED BY THE OWNER, ARCHITECT AND ENGINEER MANUFACTURER'S INSTALLATION RECOMMENDATIONS. IF A CONFLICT A. ABOVE GRADE, UP THROUGH 2-1/2": SCHEDULE 40 STEEL PIPE WITH BETWEEN THOSE PUBUCAnONS EnST, THE MOST STINGENT REQUIREMENT 37. DUCTWORK: (LOW VELOCATY) MALLEABLE IRON THREADED FLITINGS. OR TYPE V COPPER TUBE WITH WROUGHT COPPER ATTINGS AND 95-5 NO LEAD SOLDER SHALL APPLY A. FLEXIBLE CONNECn ON EQUIVALENT TO VENTFAB. FIREPROOF GLASS 19. PAY FOR AND SECURE ALL REQUIRED PERMITS AND INSPECTIONS, CLOTH, 10- W.C. RATED. B. BELOW GRADE, UP THROUGH 1-1/4- TYPE *K4 SOFT ANNEALED COPPER TUBE, SINGLE LENGTH TO AVOID ATTINGS, (WROUGHT COPPER PRIOR TO FINAL PAâ„¢ENT. TURN OER TO ARCHITECT ALL CERTIFICATES OF COMPLETION. B ROUND DUCT. SPIRAL SEAM, GALVANIZED STEEL DIE STAMPED OR FITTINGS WHERE UNAVOIDABLE) AND 1100Â¥ SOLDER INISULATE WITH 1 IMICK CLOSED CELL ELASTOMERIC INSULA11014. ALL BURIED PIPE SHALL- 5 GORE ELBOWS. "SNAP-LOCKL LONGITUDINAL SEAM DUCT. OR 20. GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND ADJUSTABLE ATTINGS ARE ACCEPTABLE ON INDIVIDUAL GRILLE/DIFFUSER BE SURROUNDED WITH 4" OF CLEAN SAND. LABOR WHICH MAY OCCUR UNDER NORMAL USAGE THE GUARANTY SHALL BE RUNOUTS ONLY. C. BELOW GRADE, 14/2Â» AND LARGER: JACKETED, PRE-INSULATED FOR A PERIOD OF ONE YEAR AFTER OWNER'S ACCEPTANCE DEFECTS SHALL PPING, WITH FLUID CARRIER PIPE EQUAL TO ABOVE SPECIFICATTON. BE PROMPTLY REMEDIED WITHOUT COST TO THE OVIIER. C. LINER ROVANCO. RICWELL/PERMA-PIPE OR EQUIVALENT. ~ 21 P~DE RECWD DRAINGS TO ARCHITECT. MA*GS SHILL 1. LINE ALL SUPPLY AND RETURN AIR DUCTS WITH 1-, 1.5 Per, BLACK 55. DRAIN PAN PIPING-NOT BURIED-TYPE "M" COPPER, WROUGHT COPPER -- WSS INCLUDE ALL ADDENDUM ITEMS. CHANGE ORDERS. ALTERATIONS. MATE COATED INSULATiNG DUCT LINER. DO NOT INSULATE DUCT 10' REROUTINGS. ETC. DOWNSTREAM OF HUM[DiFIER. ATANGS, AND 95-5 SOLDER: BURIED-TYPE C' COPPER WROUGHT COPPER OIlÂ® DAL FITTINGS, *ID 95-5 SOLDER. All BURIED PIPE SHALL BE SURROUNDED -11. 7207.02 22. SYSTEMS SHALL BE COMPLETE, OPERABLE, AND READY FOR 2 MATERIAL SHALL MEET ALL REQUIREMENTS OF NFPA-90. WITH 4~ OF CLEAN SAND CONTINUOUS OPERATION PRIOR TO ACCEPTANCE BY THE OWNER. COPYRIGHT 2000 3, INSTALL WITH ADHESIVE AND PINS thi ACCORDANCE VITH SIACNA 1 â„¢ 23. SYSTEMS SHALL 8E TESTED FOR PROPER OPERAn ON. PERFORM AT A ~HVAC DUCT CONSTRUCTION STANDARDS". MECHANICAL i MINIMUM ALL CODE REQUIRED TESTS OR SYSTEMS. IF TESTS OF WORK ARE DEFECTRVE. CONTRACTOR SHALL MAKE CORRECTBONS NECESSARY AT NO 4 EXTERNALLY LINE ALL ROUND SUPPLY AIR DUCTS WITH FLEXIBLE *'70Â»-6159 SPECIFICATIONS ADDITIONAL COST TO OWNER. GLASS RBER, ANSI/ASTM C612; 0.002 INCH FOIL SCRIM FACING. 6.'-* 5&51E BEAUDDI G= =Ii -- M3.1 olorado LIGHTIh G FIXTURE SCHEDULE GENERAL NOTES: ELECTRICAL LEGEND 2- AUSâ„¢BOLS 9*- ~LE~NO ARE NOT Ne*SSARILY U.D FIXT MANUFACTURER 1 VOLT ~INDICATES UG,Y FI,CIURE :YPE ynt T .0 . DUM, NECEP,~OUL '09,ME COUHTER 8FG - ello~1 8~51â‚¬D GRâ€¢DE O 0!CAN OR %'RE ~19Ill2iliS TYPE NAME , CAT. NO. ~AMPS UNTING LAMP TYPE REMARKS 1. COORDINATE ANY NEW GUTTER LOCATIONS REQUIRING GUTTERMELT WITH ARCHITECT CH 'ALL MOUNTED UGHT FIXTURE 1 - tole CASE LE,TER AT AITURES AND 2. VERIFY AND TEST ALL EXISTING SWITCH LOCATIONS. IF SNTCHING IS IN GOOD CONDITUION AND LOCATIONS ARE ACCEPTABLE TO O FLUORE=RE -TOES (0, b. ETC ) 84DICATES â„¢TO~NG CONTROL. At COLUMBIA Â¥Â£4-232-EB8120 70 SURFACE (2) 32W TB 4 2-LAMP FLUORESCENT WRAPAROUND 320 OWNER. RE-USE WHENEVER FEASIBLE. *ORESCENT SlmIP FIXTURE -4 TRAo* UGMT AS NOTED C. SCHEDULED 60.Â£1161*.ts O DIRECTIONAL ACCD,T OR Â¥,ALL-WA'/ IXTURE AFC - ABOM[ ANISHED CE]LING 3 PROVIDE SQUARE D ARC-0- TECT, ARC FAULT CIRCUIT INTERRUPTER TYPE CIRCUIT BREAKERS FOR ALL BRANCH aRCUITS O-0 POLE-10 FIX'.RE AFF - *E ANISHED FLOOR A2 UTILIZING EXISTiNG FABRIC INSULATED CONDUCTORS THAT PASS LOAD TEST AND WLL REMAIN, Â¤ POST {BOLUAND) FIXTURE AFG - ABOVE FINISHED GRADE COLUMBIA WC8-432-4E!38120 140 SURFACE (4) 32Â¥/ TS 8' 2-LAMP FLUORESCENT WRAPAROUND 120 . ... RECEPTACLE AT 12 SS NOTED AL - ..MÂ»IUM 4. REMOVE, LABEL. AND RE1URN ALL HISTORIC LIGHT FIXTURES TO OWNER FOR FUTURE USE. SURFACE MOUNTED CLOSE TO CEIUNG * DOUBLE DUPLEX RECEPT AT tr UNLESS MOB C - ./.T ONLY Andrews & B PROGRESS P372*-37 120 SURFACE (2) 6OW A19 FIXTURE WITH ETCHED R188ED GLASS AND 120 . FLUSH FUJOR DUPLEX RECEPT. eT - CURRENT mANSFIR'ER 5. CONTRACTOR TO CIRCUIT NEW UGHTING AND RECEPTACLES TO NEAREST PANEL. 0 FLUSH FLOOR 01,PUD< RECEPT. HALF--TCHED E - DOSTING BURNISHED BRASS FINISH Anderson, P.C. e SPECIAL OUTUT . NOID Fao - Fum~sl,ED .01,1EMS 6. CONTRACTOR TO AVOID DEMOLITION OF EXISTING WALL IHENEVER POSSIBLE. IMEN DEMOUTION IS REQUIRED COORDINATE NTH . OF, DUFUX RECEPLACLE AT . UNLESS NOTED 0,0 - GROU. D KICHLER 9816 AB 120 SURFACE 75' Aig EXTERIOR CEILING MOUNTED PORCH UGHT 120 OWNER FOR APPROVAL. . DUPLEX RECEPL. HALF-â„¢TC}ED AT 12' U~LESS N0~0 GA - GROUND %1ER CLEAR ANnQUE BRASS ANSH . GOLATED GROUND RECEPTACLE AT 18~ A.F F. UNUESS NOE) ]AW - N ACCORDANCE "P ARCHnECTURE 16 - .LAIED GRCUID ---- 7. EXISMNG SITCHING. BRANCH CIRCUITS AND RECEPTACLES TO REMAIN miENEVER POSSIBLE. CONTRACTOR TO LOAD TEST ALL . CLOCK OUUT - MULTI-OUTLET PLUG SlRIP E - NOT / CONTRACT HISTORIC PRESERIATION TTB - TELEPHCÂ»IE -NAL BOARD I - NOT 2,1 ELEC~mCAL ./nON PLANNING E COLUMBIA 88-4412 170 SURFACE (4) 4OW T12 DECORATIVE OAK GRID 120 EXISnNG BRANCH aRCUITS PRIOR TO START OF WORK. ALL OVER LOADED BRANCH CIRCUITS OR DAMAGED ORCUTS TO BE me *, JUNCION 80* IN FLOOR. CEUNG. OR IN lili 3500 ' K FLUORESCENT LUM)NAIRE RE--IRED Mâ„¢ NEW CONDUCTORS AND RECEPTACLES. . . rE~Ep,40'E OU.ET IN WALL OR iN FLOOR NTS - MOT TO SCA. 9 ~ co~a,~ATION ELE-ONE/DATA "mET IN WALL OR IN FLOOR :2 -#Ap-PPRESSOR 112DWASHINGTON AVENUE, SUr. 200 8, ROUTE OUT MASONRY WALL AS REQUIRED FOR NEW WIRING TO UGHING AND RECEPTACLES. , I 00-u TER OUUT ..OOR OR WALL .015/!4. COM./.010401 G PROGRESS 3008-37 120 M~'r (2) 6OW A19 eRASS VANITY LIGHT 120 - CONDUIT RUN CCNCEâ€¢Â£ED IN *LL OR ./OVE CEILiNG .G - UNDER'QUI. 003)270-4378 aRCUIT-'ll,2././THIN Q.r AS REQUIRED ./GROUND UNO - UNLESS ~101ED OTHERÂ¥,ISE FAX 03)278Â·0521 *_ __ CCÂ»,DUIT RUN BELOV, /00,? OR GRADE CÂ¢*OUT RUN E.POSED 02&Â¥&Tr- H PROGRESS P5603-11 75 SURFACE 75W A19 INCANDESCENT CEIUNG MOUNT 120 >Â§0~00 EXISTING CONOUT TO BE REE'.CD r.__ EXISTÂ».IMT TO REMAIN ~%64=USE OF THESE ___' 1/2 -012 â„¢*I. ITY AS REQI ./GROUND BRE.ALIM..mIEM DOCUWENTS IS PR.ellm} Â¥ATWOUT 718 ARE ALAR' CONTROL PANEL ~â‚¬ nRITTEN CON5EN' OF: - COHOUT UP Â® 0/RAL ALA- HORN ./.REÂ¥;S I .NDERSON. P.C WALL DECORATIVE WALL- SCONCE, ADA GENERAL NOTES: --Ill CONDUIT 00- Â®q GENERAL ""11 CO-NAnON HORN/STROaE K CANDELLA 425-6-BISCONT 2 AGO 75 MOUNT 75W A19 120 COMPUANT WITH ANTIQUE GOLD FINISH -' coleNT ./.-OUT - CAP & MARK 4 F~E AL- SPEAKER 1. PROVIDE BID ALTERNAIE PRICE TO OMIT PULL STATIONS AND HORN STROBES FROM FIRE ALARM SYSTEM. . LIGHT S-CH AT I- UhaESS NOTED Â®<, CO-NAnON F~E ALAR' SPEAKER/5TROBE SueSCRIFTS. M FRE -."A Sâ„¢OBE P LEVITON 9875 100 SUIRFACE 100W A19 PORCELAIN KEYLESS 120 2. CONTRACTOR TO PROWDE UNIT PRICE FOR EACH LIGHT FIXTURE. SEPERATE COST OF TRACK FROM COST OF TRACK HEAD), 4 - 4-WAY 5~TCH g, 1HERMAL HEAT DETECTOR 3 - 3. WAY S./. Â© FIRE U.. C.-E T - THERMAL O.... SITCH HA 9/01<//0/Ig OEICTOR 3. CONTRACTOR TO PROVIDE UNIT PRICE TO REPLACE EXISTING RECEPTACLES PRICE TO INCLUDE RECEPTACLE. WIRING, DEMOUnON AND P - .... ... P.O. UGHT Â® 901(EMET DETECTOR n PRESCOLITE TS- - SURFACE - UGHT TRACK. LENGTH AS SHOWN 120 REPAIR, AND ALL APPURTENANCES AS REQUIRED. 70 .=."IR SYS* 'Al,PER S..TCH 4. Au NEW WORK SHALL BE CONCEALED. DEMÂ©ED WALLS SHALL BE REPAIRED TO MATEN ADJACENT WALLS AND nISHES. . 0-ER -TCH IW-1 S.RÂ»ELER SYS10~ FLOW SmTCH I WAGNEme MOTOR STAR.R M DUCT DETECTOR 0 MAGNE~ CONTACER T2 PRESCOLITE TV602 50 TRACK 50W PAR20 1RACK HEAD 120 Â¤, FUSED DISCO4NECT SWATCH - 30.F UNLESS NOTED . NON MJSED OISCONNECT SVATCH - 30 AMP UNUESS NOTEO ._>-_ DISCONNECT gATCH INCLUDED . .....011 DISCO,eâ‚¬cr AlÂ© STARTER -{[1}- FUSES SINGLE FACE SELF CONTAINED 6 .Alâ‚¬LBOARD OR LO~ CENIR -A- aRCUIT BRE,J<ER X1 PRESCOUTE EDC 1G EN SBA - SURFACE W/ FIXT. EXIT SIGN WTH ARROWS AS SHOWN 120 -B CURRENT TRUISFORWER HH POINnAL .AN.ORMER O SPECIAL CAB~ET OR EOUIP. A. NOTED * WETER INCLUDED DUAL HEAD EMERGENCY LIGHT 120 Â® PHOTOELEC~ CELL @ COLD lAEl GROUND I PUSHeUTION CON./ STATKON , SUR~ &.RE=ON DEMCE X2 PRESCOUTE ESB7 - SURFACE W/ FIXT. WITH BAHERY BACKUP WHITE ANISH M == AT 60- UNLESS NOTED I BUILDING S.. .ouND e Dil,,gÂ¤~ 15 EQI,JIF~,1E~IT NOTE: -7 UNDSGHT INDICATES E)aSâ„¢G. *Â»Â» (NO,CATES DEMOulloN Ad Z - DJECLOCK CONTROLLER < ~ COIL 120 VOLT TIMECLOCK N - 1 -~ TIME CLOCK TORK 7100 .21 E-4 } POWER TO .H 2----1 SPETl ~~E~UNT -1 < 1 120 VOLT dÂ»//// N PANEL A SPST 120V MOUNT - PHOTOCELL TORK 2100 E-40 ON ROOF FACING U? & NORTH. -20 1 1 It LIGHTING CONTACTOR GE CR360L31302AAZ 3P30* W/120V PULL IN i COIL OR EQUAL BY SQUARE "D'. MOUNT NEXT TO PANEL NEMA 3R EXTERIOR LIGHTING CONTROL DIAGRAM NO SCALE ~ TYPICAL 9'4 CEILING OR HIGHER 6Â®0* 120 VOLT ~~~~____ TYPICAL 80-0- CEILING TOP OF- CABINET REMOVE (E) GRC 11 | - GUTTERMELY TEMPERATURE SENSOR CONDUIT ON SIDE - 120/240Â¥, 125 AMP. 10. TO LOCK-OUT GUTTERMELT ABOVEE . OF HOUSE. / 24 SPACE, LOADCENTER. 40Â·F (ADJUSTABLE). Â¥/ ARC-D-TECT, ARC PANEL C TOP OF CABINET - FAULT CIRCUIT INTERRUPTER 1 PANEL] TYPE CIRCUIT BREAKERS, . 3 0 822&2/ (E) PANEL A 200 AMP- c -30 MA GFC; CIRCUIT BREAKERS PANEL WITH MAIN BREAKER TOP OF CABINET ///-7- 811 0 Q ~ -A-Ii< 11 0 ICESTOP CABLE i x i~ ~~tl Lf 11 0 ICESTOP CARI F ~ m [El s gl m ~~~i]- 1 ' El ICESTOP CARI F 3 - RAYCHEM #061-â„¢T I.1~ 11-~*I*- 120/240Â¥, 125 AMP, 10. -- RAYCHEM #E304 CONTACTOR DATE 02/25/2000 HEAT TRACE ISSUED FOR CONSTRUCTION 24 SPACE, LOADCENTER. ./ - 790Â®51 1/ PANEL W/ ARC-D- TECT, ARC | B | FAULT CIRCUIT INTERRUPTER 1 1 T/E CIRCutT BREAKERS // 2 w h 3 7 / Â«> 4-1 GUTTERMELT CONTROL DIAGRAM 11/-1 %... NO SCALE 8 60 6 1 .1 ..' FINISHED FLOOR GROUNDING ELECTRODE CONDUCTORS SIZED PER N.E C TABLE 250-94 N-_.~~Er:~ ALL DEVICES INDICATED TO BE INSTALLED ~*~ NOTES: AT DIFFERENT MOUNTING HEIGHTS & LOCATED WTHIN ONE STUD SPACE FROM 1. HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF BOX UNLESS EACH OTHER SHALL ALIGN VERTICALLY, 0.- WAS NOTED OTHER'AliSE. ON â„¢E SAME gDE OF â„¢E STUD WHERE , 1 - WATER SERVICE I.A.W 0=1= DAL WALL MOUNTED TELEPHONES OCCUR OVER N.E.0 250-81(0) 2 WHERE EVER DEVICES ARE INDICATED TO BE ABOVE DOORS, DEVICE LIGHT SWITCHES. VOLUME CONTROLS, ETC. PRD=r No 7207.02 SHALL BE CENIERED BETWEEN TOP OF DOOR TR161 & CEILING-LINE. OFFSET ONE STUD SPACE. --20 LF OF #4 CU ENCASED IN MUN 2" oF COPYRIGHT 2000 3. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVAIONS SHALL. GOVERN OVER THOSE SHOWN ABOVE. CONCRETE I,A. W N.[,C - .1. 250-81(c) ~41& ELECTRICAL (270*.",59 LEGEND, ONE LINE TYPICAL DEVICE MOUNTING HEIGHTS â€¢142 D,- -1 + DIAGRAM, NU'& 0.,0, SPECIFICATIONS NO SCALE Â© ELECTRICAL ONE-LINE DIAGRAM eNS.X. NO SCALE BEAUDni 90% NOT FOR CONSTRUCTION GANZE ~=-zie -- El.1 96- (8'-0") UNO HSAOHa 3133HM opegoo 'uadsv 4- (7'-03 UNO W (6'-61 UNO 72- (6'-0-) UNO 64- (5'-4-) UNO . 1 1 U Andrews & Anderson, P.C. ARCHITECTURE HISTORIC PRESERVATION FLAG NOTES: PLANMNG ~ LOAD TEST EXISTING RECEPTACLE AND 1120 WAS,iING,~ AVENUE, SUrn 200 ASSOCIATED BRANCH CIRCUIT. REPLACE OCIDEN. COLO'ADO '0401 WIRING AND RECEPTACLE AS REOUIRED. 2161 ~) REPLACE EXISn NG WITH GFCI RECEPTACLE ~f' ...5/USE OF ./SE A2 T /2 PROVIDE WEATHERPROOF ~IN-USE* COVER. LEVITON #5977 OR EQUIV. DOCUMENTS I PROH.ID ....UT STORAGE TYPICAL FOR ALL EXTERIOR RECEPTACLES. â„¢E WRITTEN CONSENT OF ANDREWS & ANDERSON, P.C. ~ REWIRE EXISTING LIGHMNG FIXTURE. liu] IN FIXTURE. REWIRE AND REPLACE CHECK WIRING AND LAMP SOCKETS SOCKETS AS NEEDED TO PANEL B VlA -7 2OA, 23 C.B. , j 0 EXISTING PHONE 0U11ET TO REMAIN f \1'j] -- 1 ~ J-BOX FOR HEAT TRACE POWER. PROVIDE HEAT TRACE AND ALL NECESSARY ACCESSORIES. SEE ARCHITECTURAL DRAVINGS FOR EXACT LOCATIONS OF Al GUTTERS AND DOWNSPOUTS. SEE ~-EXISTING SUMP PUMP SYSTEM. 1 -/ DIAGRAMÂ®SHEET El.1. - --- --- 1~ A/- ENTRANCE. RE: ONE LINE - EXISTING ELECTRICAL SERVICE e -e- DIAGRAM SHEET El,1 -Ock-Tritil Oc Oc RE-CIRCUIT TO NEW PANEL. (E) COUNTERTOP RECEPTACLES ON - t COUNTERTOP TO BE REMOVED AND REPLACED WIâ„¢ NEW ..1 RECEPTACLES COLOR PER ARCHITECT. 604 4- 1- ~ , rpowl*-fOR-*mEL]CHAIR LIFT. ~I--r-rn 1 VERIFY EXACT LOCATION AND ~09/Emaae 3-16. #10 GRD. - E ~ REQUIREMENTS WTA SUPPUER MAINTAIN CODE CLEARENCE. <20 TO PANEL "8Â» ~ PRIOR TO tNSTALLATION. VIA 60 AMP IP CB. :, i 0 ~-To PANEL "8" i @ 1 02/ gif\1 3-#12, ~12 GRD -----___/ 1--Â» ze v VIA 20A 2P C.8. 0 - WN TO PANEL -8- VIA 60 AMP 2P CB 30* f--- 0 3 -PANEL B = 1- F T --- - 121 1 X1 2. ~ PROPOSED CONDUIT ROUTING TO PANEL C. RE: ONE LINE MECHANICAL | DIAGRAM SHEET El.1. E-O CONDUIT RISER - \WL= 1 1 A 117?- 1 1 Orf------1----.-Â» = 1 000 ~ ABOVE I | CONUIT UP IN FURR1NG 11 \ U 1 & N AH rÂ»~- Al-4 L--7 . i 1 * Â» 1 , I *1 m T2 \T< U m T2 4 n. I O 0 0 v , JO' ~ T2 ~ 1-1 . 1 a B Ti A l -- i--3 P -- CIRCUIT TO PANEL A THROUGH RESTROOM NEW UGHTiNG CONTROL SE[EM _~_-~ - MECHANICAL - REI DIAGRAM Â® i SHEET El.1. ft=# 96 ~--\\1-3 \ TYPICAL ALL 0(TERIOR LIGHTNG. \ AÂ»-- T2Â· -0 Â»fÂ·*jill T2 -- 1~ 1/ -/1-] T2Â· n' . --, r =&33/-56*r'dckF:&,5%7'OR 1 82 GALLERY I n *=IEj . .Tg T2 HARD-WRED SYSTEM I ____--~ ARE ALARM PANEL FOR -fl ..1 -~2 T2, n -1 Inp A2 - 1 1 0~ T2 m Â·-' STOR . \\N 1, Ll i [jaj ~ eÂ© A2 0-Â«\ 1 3 \P / 36 0 -4-11 f 1 U' 1 31 1 1 /1 D T2 CRAWLSPACE 4 1 msÂ®_61 L I L<K r. / CEIUNG MOUNTED J-BOX FOR FUTURE ---Â·-~-~_____ ~ UGHTING FIXTURE. PERIOD PIECE BY --D ISSUED mR CONSTRUCHON 0-ER, TYP - 1-2 0 2 1>4~ DATE 02/25/2000 GALLERY < 1 6 - 0.. 12 D 8-31] - e 1- m. ITY 1 D 4 - Â®9 0 TZ T2 T2 TZ Por J J - A 81 -MOUNT EXTERNAL HORN STROBE 51 17 #32 T~ TO EAVE OF DECK. -- ---- _ a.... DAL - .O.7 1,9 7207.02 COPYRIGHT 2000 1 FIRST FLOOR AND 1 0 0 4 ~ BASEMENT ELECTRICAL PLAN BASEMENT ELECTRICAL PLANS 2 FIRST FLOOR ELECTRICAL PLAN /~\ SCALE: 1/|C = I'-0Â» .P- SCALE: 1/4* = 1'-0" â‚¬=00*7.-,843 BEAUDDÂ¢ ENGBIEERS.114.. GANa CONSULTING , ..T /0. E2.1 EISfIO 37[33HM PEJOIOD 'uodsv Andrews & Anderson. P.C. ARCHITECTURE HISTORIC PRESERVATION PLANNING 1 !20 WAS1!ING'fON AVENUE. SUm 200 Â°Â°~3257Â°' EBEâ‚¬UV== nâ‚¬ ~,TlEN, CONSENT OF, ANDGEWS & ANDERSON. PC. E-+-1 P.--4 T2 T2 T2 STOR. I / 0 Ad Z m. CALLER Y .n Â®3 [*Ii] L A1 ~*T2. ~P .4 F~|Al < 2 72, T2 T1 .-3 E- 2 Gul - \TI TY \ T2 ~ / 1 I A< CONUIT ON IN FURRING BELOW. 3 ----7 -A t fl CONDUIT RISER TO FEED h -rir--1 L--1-=J -1 <> PANEL C I Alll AO 1 2x G **131 V---1 1 92,1 CO M AÂ¢ 7 . AT1 In ,72 ~2 /2 2- 0 . 0 tÂ·M TI T2 T2 T2 U , 72 L- 32 72 -rl n 1.. 1(1] 9 b --3.1 GALLERY ED<1 PANEL 'C'---1 Â· I I 1 A2 De n Al L. U~~ /0 1 1 1 1 1 4 1 TZ T2 T2 T2 r2 72 1 1 .......J 1 0 ,TZ K 0 Â»Â» e 1 x. \ 2 -7TZ# 0 lk,.0.7 4.--1 illit -AK . -<2~A 1 ' % i2 0 Â£ 4 | 0 12 n 12 11|||| 7F STORAGE fur-=La --1 11--1 1 b~f~--'~;~K-----6,Â¥*tr------UP TO LIGHTING FIXTURES. 0 0/ 1 \LL y 1 C' /,/ 3/ C ./ qi : 42 12 12 2, T c/'' 00 \T~ A 1 AISTOR -A2 |0| \ Pe 1= FLAG NOTES: ~ 29- (~ EXISTING UGHTING FIXTURE To BE REMOvED ISSUED BOR CONSTRUCTION REWIRE J-BOX AND CIRCUIT THRU PANEL 'C'. 1Â·2' 641 'T2 b DATE mmagoo FIXTURE WIRING AND SOCKETS CHECKED AND _ ~~_~~ 4 WIRING AND SOCKETS TO BE REPLACED AS IT2 A ....ON .. NEEDED. STORE FIXTURE FOR FUTURE RE-USE ~ -~ T2' ~ ~ LOAD TEST EXISANG RECEPTACLE AND ASSOCIATED BRANCH aRCUIT. REPLACE 7/20 ~ 42 WtRING AND RECEPTACLE AS REQUIRED. T f- .2. l GALLERY .T2 ~ REPLACE EXISTING EXIT SIGN 11~TH NEW FIXTURE. 4 - 0 1-~ MAS 1---0-4 1 10 0 1 DAL 7207.02 COPYRIGHT 2000 P 4 . I SECOND FLOOR 4 AND ATTIC 1 SECOND ELECTRICAL PLAN ELECTRICAL PLANS 9 ATTIC ELECTRICAL PLAN ~ - I SCALE: 1/4" = 1'-0 L (m))276-3Bâ€¢3 ~= SCALE: 1/4" = 1'-0" 90% NOT FOR CONSTRUCTION BEAUDD, ' GANZE .imic -- 82.2 EISAOH G 3133HM opEJOIOO 'uodsv ELECTRICAL SPECIFICATIONS: 1, DO NOT SCALE ORAINGS. VERIFY DIMENSIONS ON ARCHITECTURAL 25. VERIFY EXACT LOCATIONS OF EXISBNG AND NEW UNDERGROUND DRAWINGS AND IN FIELD PRIOR TO COMMENCEMENT OF WORK. UBURES. PIPING, AND RACEWAY SYSTEMS PRIOR TO mENCHING. PROVIDE NECESSARY mENCHING, BAO<FlLL, EXCAVATION. SUPPORTS, 3. EXAMINATION OF BIDDING DOCUMENTS SERVICE FEEDERS (CONDUIT AND/OR FRE), PULLBOXES. TRANSFORMER PADS, SAWCUTTING AND PATCHING, CONCREK/PAVING, ETC. REQUIRED. A. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY, BACKFILL TRENCHES TO 90% COMPACTION AND PATCH TO MATCH EXISTING. AND NOT LATER THAN SEVEN DAYS PRIOR TO THE DATE OF RECEIPT OF CONTRACTOR SHALL_ OBTAIN AND VERIFY EXACT UTILITY COMPANY DRAINGS BIDS. SHALL MAKE WRITTEN REQUEST TO THE ARCHITECT FOR AND REQUIREMENTS. INTERPRETATION OR CORRECTION OF ANY DISCREPANCIES. AMBIGUITY, INCONSISTENCY. OR ERROR THEREIN m#CH HE MAY DISCOVER. ANY 26. EXISTING UGHT FIXTURES. SWTCHGEAR, ELECTRICAL EQUIPMENT, INTERPRETATION OR CORRECTION WILL BE ISSUED AS AN ADDENDUM BY THE ETC. BEING REMOVED SHALL BEE RETURNED TO THE OWNER. EXCEPT FOR ARCHITECT. ONLY A WRITTEN INTERPRETATION OR CORRECTON BY THOSE ITEMS BEING RELOCATED. ADDENDUM SHALL BE BINDING. NO BIDDER SHALL RELY UPON INTERPRETATIONS OR CORRECTIONS GIVEN BY ANY OTHER METHOD. IF 27. PROVIDE NEW UPDATED PANELBOARD DIRECTORIES FOR EXISING AND DISCREPANCIES. AMBIGUITY, INCONSISTENCY, OR ERROR ARE NOT COVERED NEW CIRCUITS BEING UTILIZED FOR COMPLETION OF- PROJECT, BY ADDENDUM OR HRITTENI DIRECn VE. CONTRACTOR SHALL INCLUDE IN HIS BID, LABOR. MATERIALS AND METHODS OF CONSTRUCTION RESULING IN 28 VERIFY EXACT LOCATION OF EQUIPMENT TO BE FURNISHED BY OTHERS HIGHER COST. AFTER AWARD OF CONTRACT, NO ALLOWANCE OR EXTRA PRIOR TO ROUGH-IN COMPENSAnON WILL BE MADE ON BEHALF OF IHE CONTRACTOR DUE TO HIS FAILURE TO MAKE THE WRITTEN REQUESTS AS DESCRIBED ABOVE. 29. FINAL CONNECTIONS TO EQUIPMENT SHALL BE IN ACCORDANCE ITH MANUFACTURER'S APPROVED WIRING DIAGRAMS. DETAILS. AND B. 1HE PERSON SUBMITTING THE REQUEST WILL BE RESPONSBLE FOR INSTRUCTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBUTY TO ITS PROMPT DELIVERY FAILURE TO SO REQUEST CLARIFICATION OF ANY PROVIDE 61AlERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT INADEQUACY, OMISSION. OR CONFUCT WILL NOT RELIEVE â„¢E CONTRACTOR ACTUALLY SUPPUED. OF RESPONSIBIUTY THE SIGNING OF THE CONTRACT WILL BE CONSIDERED AS IMPLICTLY DENOTNG THAT THE CONTRACTOR HAS A 30. ELECTRICAL- CONTRACTOR SHALL PROVIDE CONTROLS, INTERLOCKS, -THOROUGH COMPREHENSION OF THE FULL INTENT AND SCOPE OF THE ACCESSORIES. ETC. SN MOTOR CONTROL- STARTERS AS REQUIRED BY THE WORIONG DRAWINGS AND SPEaFCATIONS. TEMPERATURE CONTROL CONTRACTOR. STARTERS SHALL CONTAIN 120V CONTROL TRANSFORMER. PILOT LIGHT. AND PUSHBUTTONS OR SELECTOR 4 VISIT SITE PRIOR TO BID AND VERIFY THAT CONDITIONS ARE AS SWITCH AS REQUIRED, IN ADDInON TO OTHER ITEMS (AUXILIARY INDICATED. CONTRACTOR SHALL INCLUDE IN HIS BID COSTS REQUIRED TO CONTACTS DOOR SWITCHES, RELAYS, FIC.) REQUIRED. SUBMIT MAKE HIS WORK MEET EXISTING CONDITIONS. ELEMENTARY CONTROL_ DIAGRAMS. 5. SYSTEM OUTAGES SHALL BE PERMITTED ONLY AT TIMES APPROVED BY 31. ALL EMPTY RACEWAY SYSTEMS SHALL HAVE A 012 PULLWIRE OR , OWNER-IN WRITING. WORK WHICH COULD RESULT IN AN ACODENTAL EQUAL, AND SHALL BE IDENTIFIED AT AU JUNCTION. PULL AND OUTAGE (BEYOND BRANCH aRCUITS) SHALL BE PERFORMED VATH THE TERMÂ¢NAnON POINTS, USING PERMANENT METALLIC TAGS. TAG SHALL OWNER'S MAINTENANCE PERSONNEL ADVISED OF SUCH WORK. INDICATEE INTENDED USE OF CONDUIT. OF?IGINATION. AND TERMINATION POINTS OF EACH INDIVIDUAL CONDUIT. 6 REViEW ARCHITECTURAL. STRUCTURAL. MECHANICAL AND OTHER DRAWINGS PRIOR TO BID 32. INSTALL AU MATERIALS IN ACCORDANCE WITH THE HANUFACTURER'S RECOMMENDARONS. ANY DEVIAHONS SHALL BE BROUGHT TO THE 7. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE ARCHITECT/ENCINEER'S ATTENnON PRIOR TO INSTALLATION. SATISFACTION OF THE ARCHITECT. 33. SYSTEMS SHALL BE TESTED FOR PROPER OPERATION IF TESTS SHOW & WORK, MATERIALS. AND EQUIPMENT SHALL CONFORM TO THE LATEST â„¢AT WORK IS DEFECTIVE, CONTRACTOR SHALL WAKE CORRECTIONS EDITONS OF LOCAL, STATE OF COLORADO, AND NATIONAL CODES AND NECESSARY AT NO COST TO OWNER. ORDINANCES. 34. WIRE SHALL BE COPPER, 75Â·C RATED FOR GENERAL USE. FOR HID 9. PROVIDE PERMITS AND INSPECTIONS REQUIRED. FIXTURES AND WRING WITHIN 3 INCHES OF FLUORESCENT BAUASTS WIRE SHALL BE COPPER, MINIMUM 90Â·C RATED. SIZES INDICATED ARE FOR 10. GUARANIEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND INSTALLATION IN A MAXIMUM 30t AMBIENT CONDUCTOR AMPACITY SHALL WORKMANSHIP WHICH MAY OCCUR UNDER NORMAL USAGE FOR A PERIOD OF BE DERATED FOR HIGHER AMBIENT INSTALLAnONS 600 VOLT ALUMINUM ONE YEAR AFTER OMIER'S ACCEPTANCE. DEFECTS SHALL BE PROMPTLY W,RE AND CABLE IN SIZES 1/0 AND LARGER WAY BE SUBSn TUTED FOR REMEDIED WITHOUT COST TO THE OWNER. COPPER ON SERvICES AND FEEDERS IF AMPACITY IS EQUAL TO OR GREATER THAN COPPER. AND VOLTAGE DROP iS EQUAL TO OR LESS THAN COPPER AND 11, PROVIDE RECORD DRAVINGS TO ARCHITECL DRAWINGS SHALL SHALL BE TERMINATED AT SWITCHES, LUGS. CIRCUIT BREAKERS, ETC, INCLUDE AU ADDENDUM ITEMS. CHANCE ORDERS. ALTERAAONS, WITH MAC- ADAPT SERIES *MPr MACHINE COMPRESSION ADAPTERS OR REROUnNGS. ETC. EQUAL. 12 SYSTEMS SHALL BE COMPLETE. OPERABLE. AND READY FOR 35. SPLICES IN EXTERIOR PULLBOXES AND MANHOLES SHALL BE MADE CONnNUOUS OPERAT}ON. UGHTS. SWITCHES, RECEPTACLES, MOTORS. WATERPROOF USING ~SCOTCHCAST- SPLICE KIT OR APPROVED EQUAL. SEAL ETC. SHALL BE CONNECTED AND OPERABLE ENDS OF CONDUITS AND DUCTS WITH Â»DUCTSEAL- OR APPROvED EQUAL. 33. PROVIDE ENGRAVED NAMEPLATES ON SMTCHBOARDS, PANELBOARDS, 36. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT DISCONNECT SWITCHES, MOTOR CONTROL CENTERS. TRANSFORMERS, ETC. WHICH IS DAMAGED DUE TO INCORRECT FIELD WIRING PROVIDED UNDER INDICAnNG EQUIPMENT DESIGNATION (OR DEIGNAION OF EQUIPMENT THIS SECTION. OR FACTORY WIRING IN EQUIPMENT PROVIDED UNDER THIS SERVED), AND VOLTAGE SECDCN. 14 PANEL DIRECTORIES SHALL BE REMOVABLE. SUBMIT PROPOSED 37. CONDUITS PENETRAnNG THROUGH ROOF SHALL HAVE ROOF FLASHING SCHEDULE OF- CNRECTORIES TO OWNER FOR APPROVAL. ROOM NAMES AND WITH CAULK TYPE COUNTER FLASHING SLEEVE INSTALLABON SHALL BE I UM~ ~U ~ AS ~~~ BY ~~ DIRECTORIES SHALL BE WA 7ERT)GHT. TYPED AND INSTALLED UNDER CLEAR PLASBC COVERS 38. ALL ELECTRICAL- SYSTEMS COMPONENTS SHALL BE LISTED OR LABELED 15. PRESENT SHOP DRAWING SUBMITTAL DATA AT ONE nME, BOUND IN BY U L. OR OTHER RECOGNIZED TESTING FACILITY. THREE-RING BINDERS. INDEXED IN A NEAT AND ORDERLY MANNER PARPAL SUBMITTALS WILL NOT BE ACCEPTED SUBMiTTALS SHALL 39. WIRE TERMINATION PROVISIONS FOR PANELBOARDS, CIRCUIT INCLUDE. BUT NOT BE LIMITED TO LIGHTING AXTURES, SWITCHGEAR, BREAKERS. SAFETY SWITCHES, AND ALL OTHER ELECTRICAL APPARATUS PANELBOARDS, WWRING DEVICES, SAFETY SWITCHES. FUSES, MOTOR SHALL BE USTED AS SUITABLE FOR 75'C. STARTERS. LAMPS, CONDUIT. CONDUIT FiTTINGS. AND TRANSFORMERS. 40. RECEPTACLES WHICH ARE SHOWN WALL MOUNTED ON THE ELECTRICAL 16. CONTRACTOR'S FAILURE TO ORDER OR RELEASE ORDER FOR MATERIALS ORAMNGS ON WALLS WHICH, ON THE ARCHITECTURAL DRAWINGS AND AND/OR EQUIPMENT WILL NOT BE ACCEPTED AS A REASON TO SUBSTITUTE ELEVATIONS, ARE SHOWN AS GLASS OR PARn TIONS SHALL BE FLUSH FLOOR ALTERNATE MATERIALS. EOUPMENT. OR INSTALLATION METHODS. DUPLEX RECEPTACLES MOUNTED ADJACENT TO BASE OR WALLS. 17. PROVIDE ELECTRICAL DEMOUTION REQUIRED REFER TO 41. â€¢RING DEVICES SHALL BE SPECIFICAnON GRADE AND RATED AT 20 ARCHITECTURAL DEMOLITION DRAWINGS FOR LOCATION AND EXTENT OF AMPERES FOR LIGHT SWTCHES, AND 15 AMPERES FOR DUPLEX DEMOUDON REQUIRED. CON IRACTOR SHALL VISIT SITE PRIOR TO BID TO RECEPTACLES. THE COLOR OF THE DEVICES AND COVER PLATES SHALL BE DETERMINE EXTENT OF WORK INVOLVED. PROVIDE LABOR AND MATERIALS AS DIRECTED BY ARCHITECT AS REQUIRED TO MAINTAIN AND/OR RESTORE CONTINUITY OF SERVICE TO EXISTING CIRCUITS. 42. PULLBOXES, CABINETS, ETC. MOUNTED ON THE EXTERIOR AT GRADE LEI'EL SHALL BE WEATHERPROOF TYPE WTH HINGED LOCKABLE COVERS 18. FIELD VERIFY EXISTING EQUIPMENT OR CIRCUITS THAT ARE SECURED WITH TAMPERPROOF SCREWS REMAINING TO BE RECONNECTED TO NEW OR EXISTING SWITCHBOARDS,/ PANELBOARDS. PROVIDE SWITCHES, RECEPTACLES, CONDUIT, WIRE. ETC. 43. FLUSH FLOOR RECEPTACLE OUTLETS SHALL 8E HUBBELL #8-2527 WITH AS REQUIRED TO RESTORE CONTINUITY OF CIRCUIT(S). BRASS COVER #s-3925. PROWDE CARPET OR 111Â£ FLANGE TO MATCH FLOOR FINISH. 19. PROVIDE ALL NECESSARY DEMOLITION TO REMOVE EXIS11NG UNUSED CONDUIT, WIRE. CABLE. j-BOXES. RECEPTACLES. SWITCHES. UGHTS. 44 FLUSH FLOOR TELEPHONE OUTLETS SHALL BE HUB8ELL #B-2527 VATH FIRE ALARM DEVICES, ETC. COMPLETE WITH ASSOCIATED CIRCUITING To BRASS COVER #S-2725. PROVIDE CARPET OR TILE FLANGE TO MATCH SOURCEE WHERE IT 65 NOT FEASIBLE TO REMOVE THE ABOVE, OUTLET FLOOR FINISH. SHAU BE ABANDONED. WRE REMOVED, AND BLANK COVER PLATES i PROVIDED. 45. DEVICES SHALL BE AS FOLLOWS: 20. EXISTING SYSTEMS AND CONDITIONS SHOVN ON DRAWINGS FOR A. RECEPTACLES - HUBBELL #5262 SERIES EXISTING BUILDINGS ARE TO BE NOTED -FOR GUIDANCE ONLY-. THE ELECTRICAL CONTRACTOR TO FIELD CHECK ALL EXISTING CONDITIONS B. SWITCHES - HUBBELL #1221 SERIES PRIOR TO BIDDING AND TO INCLUDE IN HIS BID AN ALLOWANCE FOR REMOVAL AND/OR RELOCAnON OF EXISTING CONDUITS, WIRES, DEICES C. DIMMERS - LUTRON NOVA N-1000 SERIES FIXTURES, OR OTHER EQUIPMENT AS INDICATED ON THE PLANS OR AS REQUIRED TO COORDINATE AND ADAPT NEW AND EXISTING ELECTRICAL D. COVER PLATES SHALL BE SMOOTH THERMOPLASTIC. COLOR AS SYSTEM TO ALL OTHER WORK AS REQUIRED. SELECTED BY ARCHITECT. PROVIDE COVER PLATES FOR SWITCHES, RECEPTACLES, TELEPHONE, TELEVISION, COMPUTER. AND J-BOX OUTLETS 21, SERVICE SHALL BE MAINTAINED TO EXISTING AREAS DURING AS REQUIRED. CONSTRUCTION. CONTRACTOR SHALL PROVIDE PORTABLE GENERATORS, CABLES. OU TLETS, ETC. AS REQUIRED TO MAINTAIN CONTINUITY OF 45. TYPE 'NM' OR 'NIC' CABLE MAY BE USED IN WOOD FRAMING AS SERVICE. PLACEMENT OF SUCH PORTABLE EQUIPMENT SHALL BE SUBJECT PERMITTED BY THE N.E. C. AND LOCAL ORDINANCE. TO OVINER APPROVAL. 47. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE GROUNDING 22. IMMEDIATELY AFTER AWARD OF CONRACT. VERIFY AVAILABLE SYSTEMS OF- INDIVIDUAL UNIT PANELS AND COMBINATION MAIN/METER PHYSICAL SPACE AND AMPACITY OF EXISNNG PANEL-BOARDS, SECT,ONS. EACH INDIVIDUAL UNIT SHALL HAVE A NO. 6 BARE COPPER SWITCHBOARDS. DISTRIBUTION BOARDS, MOTOR CONTROL_ CENTERS, ETC.. GROUNDING CONDUCTOR FROM THE COLD WATER PIPING Of THAT PARTICULAR AND PROVIDE WRITTEN DOCUMENTAnON OF ANDINGS TO THE UNIT TO THE PANEL- GROUND BUS. ARCHITECT/ENGINEER. DOCUMENTATION SHALL INCLUDE A MINIMUM 24- HOUR RECORDING AMPERE READING ON ALL EXJSnNG SWITCHGEAR BEING 48. SEE DIVISION 15 DRAWINGS FOR LOCATION OF MECHANICAL UTILIZED FOR THIS PROJECT, EQUIPMENT. PROVIDE SERVICE TO. AND CONNECT EQUIPMENT AS REQUIRED. 23. WHERE THE REUSE OF EXISTING CONDUITS. WIRES. DEVICES, ETC. 49. PANELBOARDS, DISCONNECTâ„¢TCHES, AND MOTOR CONTROL CENTERS SHALL IS PERMISSIBLE, MAKE CERTAIN THAT THE WIRING FOR SAME S BE MANUFACTURED BY SQUARE *D- BOLT-FREE STANDING EQUIPMENT TO 4- CONTINUOUS FROM OUTLET TO OUTLET AND THAT SUCH ORCUIT OR SYSTEMS HIGH CONCRETE HOUSEKEEPING PADS. SHALL PASS THROUGH NO OUTLET OR JUNCPON BOXES VIHICH MAY BE RENDERED INACCESSIBLE BY â„¢E STRUCTURAL CHANGES TO BE MADE TO THE BUILDING. EISANG CONDUITS, VIRE, DEVICES, ETC. WHICH ARE NOT INDICATED FOR REUSE SHALL. BECOME THE PROPERTY OF THIS CONTRACTOR 50. DRY TYPEE TRANSFORMERS SHAU BE Bet RISE VITN 220t HOWEVER LIGHTING FIXTURES, PANEL FUSED SWITCHES, CIRCUIT INSULATION. MOUNT ON RUBBER-IN-SHEAR ISOLATORS. MANUFACTURERS BREAKERS. FIRE ALARM EQUIPMENT, WIRE, ETC. SHALL BECOME THE SHALL BE ASEA BROWN BOVER[. GENERAL- ELECTRIC. INTERNATIONAL . PROPERTY OF THE OWNER. TRANSFORMER CORP., SIEMENS (ITE), OR SORGEL (SQ. D), 24. REVIEW ARCHITECTURAL, STRUCTURAL, AND MECHANICAL DRAWINGS 31. DISCONNECT SITCHES SHALL BE HEAVY DUTY TYPE FUSIBLE - AND PROWDE UGHTS, SWITCHES, RECEPTACLES TELEPHONE OUTLETS, SWITCHES SHALL ACCEPT CLASS'R' FUSES ONLY, AND REJECT ALL EQUIPMENT CONNECTIONS, ETC. AND ASSOCIATED CtRCUITING IN NEW AND OTHERS. 4 - REMODELED AREAS, EVEN IF SUCH AREAS ARE NOT SHOWN ON ELECTRICAL DRAMNGS. LAYOUTS, FXTURE TYPES. QUANTITIES. AND SPACINGS SHALL 52 PROVIDE TWO (2) SETS OF THREE (3) SPARE FUSES FOR EACH SIZE 4 BE IN ACCORDANCE W TH SIMILAR AREAS ON THIS PROJECT. CONTRACTOR AND TYPE PROVIDED ON THIS PROJECT, INSTALL FUSES IN A HINGED SHALL- ]NCLUDE COSTS FOR THE ABOVE IN HIS BID. iN ADDInON. DOOR, SHEET METAL STORAGE CABINET EQUIPPED WTH CLIPS OR CONTRACTOR SHALL PROVIDE L AYOUT DRAWNGS FOR WORK IN SUCH AREAS CUBICLES, EACH MARKED WITH THE SIZE AND TYPE FUSE STORED THEREIN. i AND SUBMIT FOR APPROVAL- PRIOR TO ROUGH-IN. PROVIDE NAMEPLATE SPARE FUSES-. INSTALL IN LOCATIONS AS DIRECTED BY OWNER 1 7 53 aRCUIT 8REAKERS SHALL BE BOLT-ON TYPE AND FUSES SHALL BE BUSSMANN, 54 ALL WRING SHALL BE INSTALLED IN LISTED META(llC RACEWAYS. RACEWAYS IN SLAB- ON-GRADE OR BELOW GRADE SHALL BE SCHEDULE 40 PVC TRANSIDONS FROM BELOW TO ABOVE GRADE SHALL BE WITH RIGID STEEL ELBOWS WITH P. V.C. JACKET OR APPROVED EQUAL PROTECnON. EMT FITTINGS SHALL BE MALLEABLE IRON OR STEEL CONNECTORS SHALL Andrews & BE INSULATED THROAT TYPE. Anderson, P.C. 55. NON-METALUC AND FLEXALE METAL CONDUITS SHALL HAVE A CODE- SIZED COPPER GROUNDING CONDUCTOR, INCREASE CONDUIT SIZE AS REQUIRED. ARCHITECTURE H[STORUC PRESERVATION 56. FINAL CONNECTIONS TO MOTORS. TRANSFORMERS AND OTHER PLANNING WBRATING EQUIPMENT SHALL BE WIâ„¢ SEAL TITE FLEX AND APPROVED ATTINGS. 00 NOT SECURE CONDUITS, DISCONNECTS. OR DEVICES TO 1120.A~NOTONAVENUE,SU!113200 DUCTWORK OR MECHANICAL EQUIPMENT 0/LOHN. COI,ORADO *401 57. WHERE PANELS ARE IN5TALLED FLUSH WTH WALLS. EMPTY CONDUITS FA~~21 SHALL BE EXTENDED FROM THE PANEL TO AN ACCESSIBLE SPACE ABOVE OR BELOW. A MINIMUM OF ONE 3/4'Â¢ SHALL BE INSTALLED FOR EVERY THREE 17--'/*S USE OF THE5E SINGLE POLE SPARE CIRCUIT BREAKERS OR SPACES, OR FRACnON THEREOF. BUT NOT LESS THAN TWO CONDUITS. ./.ENTS I PRO.ID ...T T}E -~TTEN CONSENT IF: Ner,I & ...... P.C. 58. FIXTURES INDICATED AS BEING ON EMERGENCY, OR NIGHT UGHT CIRCUITS SHALL BE PROVIDED WITH SELF-CONTAINED BATTERY POWERED INVERTER UNIT FOR DIRECT MOUNING IN FIXTURE PROVIDE UNIT WITH FULLY AUTOMATIC TWO RATE CHARGER, NICKEL CADMIUM BATTERY, AC "ON" PILOT UGHT. AND TEST SWITCH. DESIGN AND WIRE UNIT TO AUTOMATICALLY TRANSFER TO BATTERY SUPPLY ON LOSS OF NORMAL AC POWER AND TO OPERATE F40 FLUORESCENT LAMP WIâ„¢ MINIMUM OUTPUT OF 600 LUMENS FOR MINIMUM 1-1/2 HOURS, 59. RECESSED LIGHT FIXTURES INSTALLED IN GYP BOARD OR PLASTER CEIUNGS SHALL HAVE PLASTER FRAMES INSTALLED PRIOR TO CBUNG MATERIAL. 60. MULTI-BALLASTED FLUORESCENT FIXTURES SHALL BE DUAL 9MTCHED UNLESS NOTED OTHERWISE. 61. RECESSED FIXTURES INSTALLED INDOORS SHALL BE THERMALLY PROTECTED. 62. FIRE ALARM SYSTEM. PROVIDE DEVICES. CONDUIT. WIRES. AND CABLE AS DIRECTED BY EQUIPMENT MANUFACTURER. MATERIALS. EQUIPMENT. AND WORKMANSHIP SHALL MEET PREVAIUNG CODES THE SYSTEM SHALL BE COMPLETE AND OPERABLE IN EVERY RESPECT. SUBMIT SINGLE UNE OF SYSTEM WITH SHOP DRAWINGS. THIS SINGLE UNE DIAGRAM SHALL SHOW DEVICES, CONDUIT. wIRE AND 04 Z CABLE SIZES. EQUIPMENT TO BE USED, AND SHALL BE STAMPED AND SIGNED BY LOCAL FIRE DEPARTMENT. SYSTEM CAUBRATION AND TESnNG SHALL BE BY FACTORY CEREFIED TECHNICIAN. < 2 63. BOXES FOR TELEPHONE. n. COMPUTER. IRING DEVICES. ETC. SHALL BE MINIMUM 4~ SQUARE. -1 E- 64. CONTRACTOR SHALL 8E RESPONSIBLE FOR TELEPHONE CABLE (PRE*1RED) FROM ING'ADUAL OUTLETS (RECEPTACLES) TO THE TELEPHONE / .-1 < CABINET OR BACKBOARD. CABLE SHALL BE EQUAL TO LEVITON NO. 43040- 1MI (CATEGORY 3) BELDEN DATATWIST 5 (CATEGORY 51 RECEPTACLES SHALL BE EQUAL TO LEVI-ION NO. 40249-1. <> 65. MULTISTATION SMOKE DETECTOR SYSTEM: THE SYSTEM SHALL BE SELF- CONTAINED TANDEM WIRED WITH AUDIBLE ALARM, U.L. LISTED SMOKE DETECTORS, AND MUST COMPLY WITH N F P. A. STANDARD 72 66. CABLE TELEVIS1ON SYSTEM: CONTRACTOR SHALL BE RESPONSIBLE FOR TELEVISION ANTENNA CABLE RG- 6. AND Fl TTINGS FROM EACH TELEVISION OUTLET TO THE CABLE TELEVISION CABINET OR BACKBOARD ~ (PROVIDE MINIMUM 10 FEET OF CABLE COILED AT BACKBOARD FOR EACH OUTLET)-IN ADDITION, INSTALL CABLE WIâ„¢ FITTNGS FURNISHED BY OTHERS FOR CABLE TELEVISION FROM EACH TELEVISION OUTLET TO CABLE < TV CABINET. 67. FÂ¢RE ALARM. SOUND, TELEPHONE, COMPUTER. AND SIMILAR SYSTEMS CONDUITS LARGER THAN 1" SHALL HAVE LONG RADIUS SWEEPS (12 TIMES THE DIAMETER) ISSUED FOR CONSTRUCI'ION DATE 02m/2000 DA. 0.01. O,1 -60 . 7207.02 COPYRIGHT 2000 I... Ra ELECTRICAL f.(970Â»-159 LEGEND, ONE LINE 52:- -4 DIAGRAM, SPECIFICATIONS BEAUDIN CON5ULTING GAN. EMOD'.1.-C. ...E3.1 HSAOH G -MEITHEIHM opeloIOO 'uodsv . . 9. '.~;?,Â·'â‚¬ t.,N~:~:...~Â·..n. Â· ~ , . ..~ 1~ .. â€¢ R, Â· Â·'1 5/.I.' . =iingÂ»VP'4 .0 1 - r 4. 7-Urn . . '.548,â„¢ Â· .2/u.. Â· --4'Â· <:b. ..7,2 . 9 5 I 4 a , :. r. v Â·(';<. : 1'. 4 -r 4 - ,/:91 I 0Â·:.47 24. b. '4, 1 - 1 fru "1,31:.-2 1 i. IÂ· 4, - Â· Â·../1 . - . 4, ': '2 '1 T " '. .1 I .l.. 1 tit-39 - . 1 e .- . 33:rs k r : !; >r i E=* . 1 Al -4.â‚¬u.4 20&.#toN ~~ 1 ~~ esl i 'LÂ»- 6â„¢/i,N %245 U Nlts f , aÂ» . t:-- F.-- .Â£411 :lit f 4 .4 r te,F, . L - '49 ......... ./. figV.Â·- e ** M. . it., .2.....%.- 4 9 .9 :-0 , W *1,1 .ral- *ES... 1.- . M. 2.9.7 f + - /6. ap. #. 1. i '*f . 5.9 44. + ..... M ! '. - ... j'~1~.4~ f. 1- 4 4 i 1-1 Ill &4 '\ H. A mt. ofÂ· Acc c gs i 6,Â£ 9\44 10,<_ LIA 4. 0 11 4 - 41 2 3. . @g + *r r T.A E I .2 '1133 .... ..51. f:.. :i...1 . 4 41 4 41 -a , ...11 ' 3 ' . 1 *' -. /4. tkorou-1 10(â€¢Anp 4-on \ 1 (20 Â».1, ,; t. 1 2<' 0 ~~ ' 4 5 TAI o M â€¢ N. c 6 1 r / A 99*& 4 flu4 6 . di . -1 - . A .4 - 1 N. - _ *GAA_LÂ»-1- /Â»e â‚¬f Wi, 4 -t--r-i- 131/.... .. led Frvil .*LI. Â£ -0~= 94 4.64 'k 4 -.7.4 1 1---I....I--I-&'ll- k*tij~*U***A~~~~ t~ iwilat . 1~28~ L -. â€¢fâ€¢ .. ri.Â· r. : 14 .76,1,4...' -7 . .' - 1 -9 -1, . t .- 1,4.7 ~ f,7-~3,~legril I. r-- f-L;';-I,+FREI~,pet,i,-/* -2-4 2.- - 43 - <11 J , 4â‚¬Â¥ i k = 6- 26*.-2â‚¬I. -234'- -.c; --i '/)/er"e .......I...0 .....I'Cl=.A.7 . ---- riE Bj EXHÂ£77-1 MEMORANDUM (121 TO: Aspen Historic Preservation Commission THRU: Julie Ann Woods, Community Development Director Joyce Ohlson, Deputy Planning Director FROM: Greg Woods, Community Development Department RE: 406 W. Smuggler - minor review, PUBLIC HEARING DATE: July 12, 2000 SUMMARY: The applicant is creating a below grade Accessory Dwelling Unit and requests HPC approval to add an exterior stair case leading to the basement, approval for modifications to three existing basement level windows, and approval to build a fenced in parking space bordering the alley. The property is designated as a historic landmark. APPLICANT: Christie Ann Kienast, represented by Steve Weaver, Insight Construction. LOCATION: 406 W. Smuggler, Lots P & Q, Lots 16 & 17, Block 33, City and Town site of Aspen. ZONING: R-6, Medium Density Residential MINOR DEVELOPMENT No approval for any development in the "H," Historic Overlay District, or involving historic landmarks shall be granted unless the Historic Preservation Commission finds that all ofthe following standards (Section 26.415.010.B.4) are met: a. The proposed development is compatible in general design, scale, site plan, massing and volume with designated historic structures located on the parcel and with development on adjacent parcels when the subject site is in an "H," Historic Overlay District, or is adjacent to an historic landmark. For historic landmarks where proposed development would extend into front yard, side yard and rear yard setbacks, extend into the minimum distance between buildings on the lot, exceed the allowed floor area by up to five hundred (500) square feet, or exceed the allowed site coverage by up to five (5) percent, the Historic Preservation Commission may grant necessary variances after making a finding that such variation is more compatible in character with the historic landmark and the neighborhood than would be development in accord with dimensional requirements. In no event shall variations pursuant 1 to this Section exceed those variations allowed under Section 26.520.040(B)(2), for detached accessory dwelling units. Response: The application is to install a below grade staircase for basement access, improvements to windows to meet UBC, and a fenced in parking stall along the alley. The applicant has indicated that photos of the proposed railing will be provided for HPC review, as will cut sheets for the new windows. The existing horizontal slide windows will be elongated and therefore be more in keeping with the proportions of the historic house. Generally staffhas no concerns with the addition of the stairwell to the basement. The work is below grade and the ADU is Under the non-historic section of the house. b. The proposed development reflects and is consistent with the character of the neighborhood of the parcel proposed for development. Response: The area in question on the east fa~ade of the house would easily allow for an inconspicous stair well. It is well camouflaged with vegetation from the street. The fenced in parking space will have no effect on the character of the neighborhood as neighbors on both sides have parking along the alley. c. The proposed development enhances or does not detract from the historic significance of designated historic structures located on the parcel proposed for development or adjacent parcels. Response: The project will not affect the significance of any historic structure. d. The proposed development enhances or does not diminish or detract from the architectural character and integrity of a designated historic structure or part thereof. Response: The project will not detract from the architectural character of any designated historic structure. Staff recommends that the fenced in parking spot stay with the same style of wood fence that already exist on their property bordering the ally. ALTERNATIVES: The HPC may consider any ofthe following alternatives: â€¢ Approve the application as submitted. â€¢ Approve the application with conditions to be met prior to issuance of a building permit. â€¢ Table action to allow the applicant further time for restudy. (Specific recommendations should be offered.) 2 â€¢ Deny approval finding that the application does not meet the Development Review Standards. RECOMMENDATION AND RECOMMENDED MOTION: Staff recommends that the HPC approve the application for 406 W. Smuggler, as proposed on July 12, 2000, with the following conditions: l. HPC must be provided with additional information as to the design of the fencing and windows. 2. There shall be no deviations from the exterior elevations as approved without first being reviewed and approved by HPC staff and monitor. 3. The applicant shall be required to provide the contractor with copies of the HPC resolution applicable to this project. The contractor must submit a letter addressed to HPC staff as part of the building permit application indicating that all conditions of approval are known and understood and must meet with the Historic Preservation Officer prior to applying for the building permit. 4. All representations made by the applicant in the application and during public meetings with the Historic Preservation Commission shall be adhered to and considered conditions of approval, unless otherwise amended by other conditions. Exhibits: A. Staff memo dated July 12,2000. B. Application. 3 ATTACHMENT 1 LAND USE APPLICATION FORM 1. Project name A *Du 2. Project location 40(0 1-23. g,, v.rtu~rci lee, Ckspen, COIR,-ado 9/4,/4 1 Â©Â·+ s 7 +Q, blocK 3 3 (indicate street address, lot and bldck number or metes and bounds description) 3. Present zoning R (O 4. Lot size 6,000 5. Applicant's name, address and phone number C h 4.5Â·14 e. (1Â¥1 n (CL â‚¬114-S-t, 46(0 LD. %Â¥VULO'al,r, Cks pâ‚¬Â·n:A~dera.clÂ© BU>N ' 970-915-9-92.l 00 ) 6. Representative's name, address, and phone number 54â‚¬ue (De aeâ‚¬L, 110 lo..FL~ C oef' A,rbelut ak; rslortdo 8 1(013& 910 -169 - 1,15 7. Type of application (check all that apply): Conditional Use Conceptual SPA Conceptual HPC Special Review Final SPA Final HPC 8040 Greenline __ Conceptual PUD 1% Minor HPC Stream Margin Final PUD Relocation HPC 0 = GMQS allotment - GMQS exemption __ Demo/Partial Demo Subdivision Text/Map Amend. Historic Landmark View Plane Condominiumization Design Review Lot SpliULot Line Appeal Committee Adjustment 8. Description of existing uses (number and type of existing structures, approximate sq. ft., number of bedrooms, any previous approvals granted to the property) &FE*ti. /Leâ‚¬rkleÂ«-4.a.0 ha-wle.) 41,-u. be cirece rns, 1,406 5&. 4+Â· tiveng sfa-ce) /400 uÂ»fin,6-{rled base me.n 1- 0 9. Description of development application a.dol i A cit eUâ‚¬.rio r #54,Â£1 u.>.g 40 ht u-sed cu eu_*auce- 40 al) ct U 10. Have you completed and attached the following? 4 Attachment 1 - Land use application form 0 .ma, Attachment 2- Dimensional requirements form 1 Response to Attachment 3 Wl.a, Response to Attachment 4 A tla-chrneu-+ 3 40 a s per, /464*de- 11-ue,rea..4,4- C(9 rn nt i SS, 01.c. ) CD /6-3 ha.rnÂ·t 15 ChrisÂ·ke- anr, )62 +LU a.5 -1- a.wd e.2- 6-06 CLf A-JOG U). brr, (033'er 5-2. j 61-spert, Co61-a_do, 9/4//r ~|,~ Â·Jâ‚¬.C~ 1-- /V\~ U./VVL 6,~ 4 0 10 - 9 3 5-991/. Al~ A~f~.e~uu- 66 1 5 4â‚¬oe- u.)ea..l,~t , C..,Lsifut Ce-71 Sku-c-Â·ldu , 920 Ca- 430 67Â· Ca-4-6 0.,Lda-Qe, Ctora.4, 91623Â· RUD /~1-vu- nu,*Â£64/As,70.963-3 325. ..6 Quu- 42<16- 54/Lee.+ Cld-dju.,u eu_d (_-e-~a.,12~~-Dese,wp41 Â©P farceÂ¢ cL44.15 r\ . 3 40 G uD. %>rn u-,1 91 I er (3 3~ene, Cold) r62dh %161/ A Â·trac-4 0 + la.4.-d AuÂ·-Ike kler+Zieast enc. -pio~rkw- 0+ 44Â«. S6 u.44 east C.,ul-I ~PickAEW- 06, SEC+Jute /2, C~*f,,c,Ks 1,~' %0 5eur&, Ra-u.g e 9 5 LOgs + 04 +6- 64 Â· 7 , 4'1 , \Ck.L eull- 20 f ru Lots 7; Gl <Sleck- 33 C.L>tb O.U-A Creuc,LcX-6- o f- Gs ?e< , o.uc' Le-1 3 (G a.d 11 'black 33 \4=.QU.4 s aficledle~ 4 Cce C. 4-q - ' Ci- C.J UAAA \ steuriwie o f /9 - - e#, . ~~ ~ ~I C ~ n, -~11 h/\ a- f 0 6 LO, Sâ€¢nu.~SÂ« A RLL U N-%- Ajecn Mouâ€¢141,4 -504>04041â€ž6 Asfled ill t'11 MO.60 54Â¢21+ 1 1 1 Q. Ble.ker 5/fe,+ 43 Â· +Aa- "a.h Stret* , 0Â· Â¥,a n /1. S* re.+ U' Sm-18&,344,* 292 11 LJ Nâ€¢/46,4.0.+ 1 Z /44*JEent b i b St 4. Plan# 40 6 u). S.nujfjlef (1â€¢D.U.. 4 1-~ 134Â£,C ,c- VreseÂ·Â· tÂ· 04,1 3 r.,, .. 4 14 a.c-Q rn .u,-+ 4 Scale; 1"= 20' 0 SFouggit< St. - GO' w*,de. 1 f- - - . - - ....9-.. V 9 . 37' . - W 4- V U $ 1 . 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CFec+ OK** Â£,C.2 0-<Cwriokke 04 +L ,lul, de.uls sÂ·lu.Le. 4ut or 81& 4-fu- Ck LULC-44 Of 4-(4-4-_ ~~.4~43-7 sect. d->6.-i *tl 4 U.Â·14 u.>Â·u,dau,>s uxtt he l e.u-~44-,u-9- is r e-'\ res s reÂ©,u,uu.,u-ds Luv +Gi- D,t.,u-.v.*~4 . <%&44- a-At ke-te.u-) c~-8-w-A. leuei ou..SL ha.ue- a-de pula*e lete.to ter e ~res s ne,D, 0 \ -- -_- ~ 7-3 (1 1 G ' 1 1 d t ' -- 1 CtiJ/. ...1 24 *54 â€¢ra- - T L_ 4 w i'wuÂ¢-f-91- - -- - 4 9 1.Le, nhej,6, - - -~ --- - - .-,- / 1 J,P. - - 14, b :w' ,4.0.1, 1 7% 7.312.4. P 1.+4 r 9,-' 0 4 0 4. 1 - M. 4 -5 - -- IcL?ct t p.Â© v<Â·se., 1 1 1 ... i t<Â©pe<Â©1 ~ 4, + e. h ~ 2 J...er. . j , ' , 7'5 i 7/ 1 ba 1, e r., e il An 1 -%.: (' p.-4- 8 li 1 223 ' 12 *, w I 1 -fl f ' Wriaâ‚¬ A tod t; 1 1 9 2 6,8411.0 14â‚¬ 0 - --- ~ -- 4 3 2 4%' 7~ ~L.h Â£4Â£ 1.& ' 1 -Â· :.-'. F- t, 7 l.1 IC \ f ' ''r, râ‚¬01.- 01 Â«t' ."44/14.5 -4 : r V ' LO L Â¥, Â·Ii. ,/ '-4 R t t. â€¢- ATTACHMENT 1 LAND USE APPLICATION FORM 1, project name A siCM- H<flor ; 1 6-pr-Â£25ht [AikeÂ£,ler- 6-60.6 (gflude*Â° 2. Project location lâ€¢70 .O 29)2.i ker V PÂ»-- CO Block 2-3 1*am- 1 %13 Hâ€¢Er (indicate street address, lot and block number or metes and bounds description) cÂ£41 411,2 40 CO AS 6 3. Present zoning 1- 6%7 4. Lot size 53jztED #7 Of AspcÂ·Â· 5. Ap,Rlicqnfs name, address and phone number Ar,n 1-11 60}Dr<02.0.~ 001 -LEH/~ 6 Zo u.) (3122.lur J 6. Representative's name, address, andphone number fEDAMâ‚¬- Ra.frH, Oune/5 /k,pre-.5-9-1th ire 814 U.) Ale,]car -25- .,492Â£n Â«24-3// fo ~ir,no# For+~co- Lone, ANÂ£ Cot,li-ru=*108 -715 LJ M.,21 A 5,29< 2Ct A.3/2_. 7. Type ofapplication (check all that apply): 920 - 2/Zvq 219-25/6 Conditional Use . Conceptual SPA Conceptual HPC Special Review Final SPA Final HPC 8040 Greenline Conceptual PUD 1 Minor HPC Stream Margin Final PUD Relocation HPC Subdivision Text/Map Amend. Historic Landmark GMQS allotment GMQS exemption Demo/Partial Demo View Plane . Condominiumization Design Review Lot Split/Lot Line Appeal Committee Adjustment 8. Description of existing uses (number and type of existing structures, approximate sq. ft., number of bedrooms, any previous approvals granted to the property) Present U.32 -rr, US/.4 1.-0-, 2.BCÂ© fl .NO Â¥DG.OG8fb-n,0 1 20'itheq 5Â¥ruc NUNL p/Le,l n Uu-,0 9. Description of development application n k 10. Have you completed and attached the following? 4- Attachment 1 - Land use application form Ala Attachment 2- Dimensional requirements form Response to Attachment 3 Response to Attachment 4 11111111 vlfdicated to tfle future of our past ATTACHMENT 3 The Applicant: Aspen Historical Society 620 W. Bleeker St. Aspen, CO 81611 970-925-3721 phone 970-925-5347 fax The Representatives: Bonnie Murry Owner's Representative 814 W Bleeker Aspen, CO 81611 970-925-3116 Vinny Partyka General Contractor Lone Pine Construction 0 715 W Main, Suite 201 Aspen, CO 81611 970-925-4284 phone 970-925-4801 fax The Parcel: Block 23, except lots H&I, City and Townsite of Aspen Present Owner: Aspen Historical Society 620 W. Bleeker St. Aspen, CO 81611 970-925-3721 phone 970-925-5347 fax Vicinity Map: See attached 620 West Bleeker Street / Aspen. Colorado 81611/ 970-925-3721 / FAX 970-925-5347 / E-MAIL ahistory@rof. net / www.aspenhistorg.org The Wheeler Stallard House 7Â« 0 1 N U 06965>N %81\ Draw Dr -% 12\ 1 nowbunn Â£/7 4,44 / \%/0,-1 63,, 1 2 . (D E ' W Gilles ie r M - i W N rth St a Â£ % !60 - 4,Co 6- - m 'p t Co 4/8 Ugg/ St 82 00 60 S The Wheeler-Stallard.House 620 W Bleeker St~ 1 b 0 Aspen 2 EHal 65 2/77 St 8 C> 0 - me 02 9 m 0 N CO - 00 .0 65 2 Mal St 0 0 C C . 0 K 7 1 \ 4 1\ , 0 mi 0.1 . 0.3 0 4 01 18 11!MI N 0 Castle Creek R lsS E eue eD S 0 ATTACHMENT 4 Specific Submission Requests are as follows: 1. Replace the existing cold roof assembly. The existing cold roof assembly is shown in detail~ sheet Al.3. The new proposed assembly is shown on detaild)sheet Al.3. All original fascia, soffit, molding and trim will remain. Only the cold roof assembly, which was added to the original roof within the past thirty years, will be replaced. DetailsÂ®,@ and (~) on sheet Al.3 show additional details ofthe new cold roof assembly. In addition, the existing metal roof over the front bay at the south elevation, detailâ‚¬) sheet A2.1 will be replaced as shown in detail@ sheet At.3. The new metal roof and integral gutter will match the existing in material, pattern and color. 2. New gutters will be installed along the porch roof, see note/~sheet AlI New gutters will match existing profile. 3. The opening in the rear entry into the kitchen, see note/~Uheet Al.1 and ~~)sheet A2.3, is to be widened. This is necessary to provide handicap 0 access. 4. The reconfiguration ofthe east entry as shown on sheet A3.1 to provide a new handicap accessible platform lift. The new railing and decking will match the existing. 5. On the east gable of the house some of thetish scale cut shingles are badly split. They will be replaced with new and painted to match existing, see ~ sheet A2.3. The note should read "replace the cut shingles which are split with new cut shingles to match." 6. New condenser units will be placed on the west side of the house, see appendix sheet A. A new mechanical system is to be installed to provide a more controlled and stable environment for the gallery exhibitions. These can be obscured with landscaping. An alternate location would be along the same west elevation but more towards the back garage. 7. New mechanical vents and flues will remain in existing locations. There is a possibility that existing flues and vents can be reused. 0 4. 8. Three new exterior surface mount lights will be added to the porch soffit, sheet E2.1. An existing surface mount light is located in the soffit over the front door. This is not an original fixture. 9. Install a new double screen door at the front entry to replace the single screen door. I - County of Pitkin } AFFIDAVIT OF NOTICE PURSUANT } SS. TO ASPEN LAND USE REGULATION State of Colorado } SECTION 26.304.060 (E) I, \/1 2,~A r.39& L.l \ j, A , being or representing an Applicant to the City of Aspen, pers~nally certify that I have complied with the public notice requirements pursuant to Section 26.304.060 (E) of the Aspen Land Use Regulations in the following manner: 1. By mailing of Retice, a copy SP<vhich is attached hereto, by first-class, postage prepaid U.S. Mail to all 04Â®rs 9fproperty with Inree hundred (300) feet of the subject property, as indicategl<on ?ht attached list, on the day of , 199_ (which is _ days prior~~p/~ublic heari~~tht< of ). 2. By posting a sign in a conspicuous place on the subject property (as it could be seen from the nearest public way) and that the said sign was posted and visible continuously from the li-- day of'~3 u\ Aooo 1 ' +991Â· (Must be posted for at least ten (10) full days before the hearing date). A photograph of the posted sign is attached hereto. -AL.. ....1 2-2.-*: ./.7 -ILY-=m..."-â€¢-..3 2'. -*.$/ 1 - 9 ,~ 1 5Â°.'Â»- 3,?= 22 Signature i ,- ......'4Â·Â·Â·Â·t..U.C. Â· . 4..-4~44Â«419% St: 3:ify 1 3 W .'t :. 4, r I :1 it .. 941 -1 f , 9 :d ...: ..6 -.t 2,1,9*fi*,Ae/2/11:~1*.Acd 4.42-~Wl Signed before me this 2 J day *i.,4 -~1''i ,Â· 33)Fit/1"8/iMII"I:ilijfillfaa: Ef~~ =. u I 7 ,+99_by **lip1*. ii 1./ ..i'.4*fvyi.vo<.t; ~., Â£*00 0 - efic MB -+9 0}Upli 94'ht. 4*.Flb~ r.4-Â· 4 r ' 3.14"it-i. 1 .; j - WITNESS MY HAND AND $)FFICIAL SEAL ' Â· M ft.r.'1~fÂ·'2118"-2;41.ViSiÂ·. =AÂ·h.â€žirÂ·%2,&2.64 My commission expires: -77229 /&Â»-3 143"2 3 7.9 Â¢ /2 .ry & ..tÂ·- 2 .4-Er/" / 4:Â·1 1Â»f 1 1 r-ftei~*c<*4,Â·13;M~~,#*pi 4/kntâ‚¬15 0. '334=S 990' # . -*4' r t:':"~44:* '4, .21 72*7-,5 54Â« Â· tELe(Ary Public's Signature L<,41 ACTION: Minor Review All development in an "H," Historic Overlay District, or development involving a historic landmark must meet all four Development Review Standards found in Section 26.72.010(D) of the Aspen Land Use Code in order for HPC to grant approval. Standard 1: The proposed development is compatible in general design, massing and volume, scale and site plan with designated historic structures located on the parcel and with development on adjacent parcels when the subject site is in a "H," Historic Overlay District or is adjacent to an Historic Landmark. For Historic Landmarks where proposed development would extend into front yard, side yard and rear yard setbacks, extend into the minimum distance between buildings on the lot or exceed the allowed floor area by up to five hundred (500) square feet or the allowed site covered by up to five (5) percent, HPC may grant such variances after making a finding that such variation is more compatible in character with the historic landmark and the neighborhood, than would be development in accord with dimensional requirements. In no event shall variations pursuant to this section exceed those variations allowed under Cottage Infill Program for detached accessory dwelling units, pursuant to Section 26.40.090(B)(2). Standard 2: The proposed development reflects and is consistent with the character of the neighborhood of the parcel proposed for development. Standard 3: The proposed development enhances or does not detract from the historic significance of designated historic structures located on the parcel proposed for development or on adjacent parcels. Standard 4: The proposed development enhances or does not diminish from the architectural character and integrity of a designated historic structure or part thereoÂ£ County of Pitkin } AFFIDAVIT OF NOTICE PURSUANT } SS. TO ASPEN LAND USE REGULATION State of Colorado } SECTION 26.304.060 (E) I, C h <13-1,e.. Ol- \ -1 n \Coe na S t , being or representing an Applicant to the City of Aspen, personally certify that I have complied with the public notice requirements pursuant to Section 26.304.060 (E) of the Aspen Land Use Regulations in the following manner: 1. By mailing of notice, a co of whichisattachjj>efftÂ°,by first-class, postage prepaid U.S. Mail to all owners of propertlfthree hundred (300) feet of the subject property, as indicated ogbiattached list, ofNke day of , 199_ (which is _ days prior to tâ‚¬bublic hearing date of ). -00 a By posting a sign in a conspicuous place on the subject property (as it could be seen from the nearest public way) and that the said sign was posted and visible continuously from the Gle,3 day of 3 u.4 ' 49Â·9-. (Must be posted for at least ten (10) full 1000 CD days before the hearing date). A photograph of the posted sign is attached hereto. - 0 1-Aj 1 0-Â£ 0, 01_U,uc 9-0_U- ad- , : Signature -f 6 1 . . Signed before me this Â·Â·~ day U , 2 97 ,~95-by -1000 1 * 42 J-4, *an An.u )<u'-7-16<st WITNESS MY HAND AND OFFICIAL SEAL r.: f *r - PlacE My commission expires: 9,43400 3 POS: 4 Notary,Public 8 .. //LYn Af Nofary Public's c~~iiztur A. LOÂ·17*g rk 02... ./O 5 1 J