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HomeMy WebLinkAbout#landuse case.HP.411 E Hyman Ave.0013.2016.AHPCU.S. SURVEY F00T VICINITY MAP 4 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT ON THIS PLAT WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS PLAT BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. THE CERTIFICATION IS VOID IF NOT WET STAMPED WITH THE SEAL OF THE SURVEYOR. CITY OF ASPEN GPS MONUMENT NO. 6 7893.61 \8 ° ? FOUND NAIL IN CONC. �( PUB( /C d�V N.W. COR. 89 M9<<G91w S Bk CITY OF ASPEN GPS MONUMENT NO 7915.94 a�1/ 5 LEGEND AND NOTES O SURVEY MONUMENT AS DESCRIBED ❑ UTILITY BOX A SURVEY CONTROL ® CITY OF ASPEN GPS MONUMENT PROPERTY LINE LOT LINE POSTED ADDRESS: -411 EAST HYMAN AVENUE' 20-9, SLANTED TEXT DENOTES BU/LO/NG HE/6h1T NO DELINEATED PARKING SPACES ON THIS PROPERTY THIS PROPERTY ENCROACHES INTO EAST HYMAN AVENUE AND THE BUILDING ADJOINING THE WESTERLY PROPERTY LINE AS SHOWN ON SURVEY ZONING: CC (COMMERCIAL CORE) NO SETBACK REQUIREMENTS: FRONT, SIDE, AND REAR NO HISTORIC OVERLAY PER CITY OF ASPEN ZONE DISTRICT WEBSITE ELEVATIONS BASED ON CITY OF ASPEN GPS MONUMENT NO. 5 (7915.94' 1988 NAVD) THE PROPERTY HAS PEDESTRIAN ACCESS TO EAST HYMAN AVENUE AND PEDESTRIAN AND VEHICLE ACCESS TO THE ALLEY OF BLOCK 89 A DEDICATED PUBLIC STREET AND ALLEY THIS PROPERTY IS SITUATED IN ZONE "X" (AREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOOD PLAIN) AS SHOWN ON FLOOD INSURANCE RATE MAP PREPARED BY F.E.M.A., FOR PITKIN COUNTY COLORADO, COMMUNITY -PANEL NUMBER 08097CO204 C, EFFECTIVE DATE: JUNE 4, 1987. THE REFERENCED FLOOD MAP IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH THE PROPERTY IS LOCATED. THIS PROPERTY LIES ENTIRELY INSIDE OF THE CITY OF ASPEN MUDFLOW HAZARD AREA AS DEFINED BY THE CITY OF ASPEN MASTER DRAINAGE PLAN, PROJECT NUMBER 1963, FIGURE ES -15. TITLE INFORMATION FURNISHED BY: FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO.: NCS-667378-CH12 CCCC!•T 1 VC nATC: - APA 1 1 10 -)()IA N ( ) WHEELER OPERA HOUSE VIEW PLANE N ( I MAIN STREET VIEW PLANE ONS ARE ON THE 1988 C.O.A. DATUM -ANES ADJUSTED TO THE ABOVE DATUM "QED _ 69 (7933.5) C 1Genera! CADD 12�Gxd\61650E 9xd - 06/0212016 -- 01'05 PM -- Scale 1 120 000000 FOUND BRASS TAG N.W. COR. BLOCK 95 LS# 28643 (UTE CITY STEPS) tTIFICATION INDERSIGNED STATES THAT THE PROPERTY DESCRIBED HEREON WAS SURVEYED DURING JUNE OF 2016 AND IS ACCURATE ON THE FIELD EVIDENCE AS SHOWN, AND THAT THERE ARE NO EPANCIES OF RECORD, BOUNDARY LINE CONFLICTS, ENCROACHMENTS, TENTS OR RIGHTS OF WAY IN FIELD EVIDENCE OR KNOWN TO ME, T AS HEREON SHOWN. UNDERGROUND UTILITIES WITH NO ABOVEGROUND �TENA AND DOCUMENTS OF RECORD NOT SUPPLIED TO THE PTED. THIS SURVEY IS VOID UNLESS WET STAMPED _ _ ( HE SURVEYOR BELOW. ERROR OF CLOSURE IS LESS 6,'3 fig. HOWORTH 1�•••••....•••t l LAND SV 25947 ROVEMENT SURVEY ST 14 FEET OF LOT C, 89, TY AND TOWNSITE OF ASPEN, OF PITKIN, OF COLORADO. NTNG: 1,400 SO FT =, 0.032 ACRES PREPARED BY EXHIBIT ASPEN SURVEY ENGINEERS, INC. 210 SOUTH GALENA STREET ASPEN, COLORADO 81611 >y PHONE/FAX (970) 925-3816 JUN WWW.ASPENSURVEYENGINEERS.COM TTY '' DATE JOB�F 06/16 6165DEIs" ter' modif. architecture  411 East Hyman Ave.  Aspen, Colorado  Proposed Exterior Materials  06.02.16   modif. architecture 1200 west lake street suite 200   chicago, il   60607  Exhibit E     modif. architecture      Exterior Material 1  Basis of D esign: Petersen Kolumba Brick Blend  Color K43   Brick Dimensions: 20.8” x 4.3” x 1.5”    K43 Image      Example of Application    modif. architecture 1200 west lake street suite 200      chicago, il     60607        modif. architecture      Petersen Brick Supporting  Documentation                            modif. architecture 1200 west lake street suite 200      chicago, il     60607    Petersen Tegl A/SNybølnorvej 14DK-6310 BroagerTelefon: +45 74 44 12 36Telefax: +45 74 44 04 34E-mail: info@petersen-tegl.dkwww. petersen-tegl.dk Petersen Tegl A/SNybølnorvej 14DK-6310 BroagerTelefon: +45 74 44 12 36Telefax: +45 74 44 04 34E-mail: info@petersen-tegl.dkwww. petersen-tegl.dk     modif. architecture      Exterior Material 2  Basis of D esign: Elgin­Butler Glazed Brick   Color: #4529 Pretty Pink Satin        Example of glazed bricks          Example of glazed brick color                modif. architecture 1200 west lake street suite 200      chicago, il     60607        modif. architecture      Elgin­Butler Supporting  Documentation                                                                    modif. architecture 1200 west lake street suite 200      chicago, il     60607    Elgin Butler Company | 365 FM 696 | Elgin Texas 78621 | p 512.285.3356 | f 512.281.2487 | www.elginbutler.com Long Form SpECiFiCation For StruCturaL gLazEd BriCk SECtion 04 21 16 unit masonry CEramiC gLazEd CLaY maSonrY 1.0 gEnEraL, inches (mm) 1.1 SummarY A. System Description: Work described in this section covers requirements for Structural Glazed Brick Unit Masonry and its installation and maintenance. B. Products installed but not furnished in this section: 1. Section 04 05 13: Masonry Mortaring 2. Section 04 05 23: Masonry Accessories 1.2 rEFErEnCES A. Applicable standards of the following as referenced: 1. American Society for Testing and Materials (ASTM) 2. Brick Industry Association (BIA) 3. Underwriters Laboratories, Inc. (UL) 4. Ceramic Glazed Masonry Institute (CGMI) 5. Building Code Requirements for Masonry Structures (ACI 530-05/ASCE 5-05/TMS 402-05) 1.3 dEFinitionS A. Terms 1. Structural Glazed Brick: Extruded and manufactured clay masonry unit with a ceramic glazed face. 2. Glazed Face: Exposed ceramic glazed face(s) on brick. 3. Bed Joint: Horizontal mortar joint between two brick. 4. Head Joint: Vertical mortar joint between two brick. 1.4 SuBmittaLS: A. Strap samples: Submit three samples to indicate the approximate range of color and texture to be expected in the completed wall for each color or texture. B. Certificates: 1. Material Safety Data Sheet (MSDS) 2. Certification Letter: Submit a certified letter from manufacturer prior to delivery of Glazed Brick to jobsite for compliance of specification requirements. 1.5 QuaLitY aSSuranCE: A. Sample Field Panel: Construct a wall panel 4’ (1.2m) wide and 4’ (1.2m) high for Glazed Brick work. Locate as directed by Architect. B. Panel to indicate quality representation of: 1. Glazed Brick color and texture range. 2. Bonding pattern. 3. Mortar color. 4. Joint tooling. 5. Reinforcement/Ties. 6. Workmanship. ensure that the covering will overhang the masonry not less than 2’ (50mm) on each side of the masonry. Anchor on each side of wall. Finished walls to be covered with 15# (6.8kg) felt paper and erect wooden barriers to protect walls at areas that are subject to large amounts of construction traffic or material movement. Protect glazed face from exposure to welding burns, stains, etc. 3.2 inStaLLation A. Workmanship: 1. Lay only dry masonry units. 2. Lay masonry plumb, level and true to line. 3. Lay units in bonding pattern, as specified. 4. Cut units with masonry saw using a wet diamond blade. Do not use units less than 4” (101mm) in length. B. Build in work of other trades indicated to be built-in with Glazed Brick as work progresses. C. Glazed Brick wall construction recommendations (Reference: BIA Technical Note 13, revised December 2005). 1. Vented cavity wall construction. 2. Install flashing, vents (weep holes), and vapor barrier. 3. Provide flexible anchorage to columns and beams. D. Mortar Joints: 1. Lay joints of each first course in full width bed of mortar. 2. Vertically cored units: a. Lay Glazed Brick units with coring laying vertical to allow for drainage to vents via flashing. b. Fill full head and face shell thickness on bed joints. 3. Remove and replace mortar with fresh mortar where adjustment must be made after mortar has started to set. 4. Keep bed and head joints uniform in width, except for minor variations required to maintain bond and locate returns. 5. Both bed and head mortar joints standard thickness: a. Use 3/8” (10mm), +/- 1/16” (1.6mm), or to course out with existing material. E. Joint Treatment: 1. Tool or strike mortar joints on exposed face when they are “thumb print” hard. 2. Tool all Glazed Brick joints concave using a non-metallic tool 1” (25mm) in diameter or larger unless otherwise noted. 3.3 appLiCation: A. Acceptable Tolerances: 1. Walls must be straight in plane. 2. Maximum variation from plumb: 1/4” (6mm) in 10’ 0” (3.05m); not exceeding 3/8” (10mm) in 20’ 0” (6.1m). 3. Maximum variation from level: 1/4” (6mm) in 20’ 0” (6.1m); not exceeding 1/2” (13mm) in 40’ 0” (12.2m) or more. 4. Maximum variation in linear building line from location indicated: 1/4” (6mm) in 20’0” (6.1m). 3.4 CLEaning: A. It is intended that with careful adherence to this specification that extensive final cleaning will not be necessary. During construction, wipe glazed surface clean after tooling of joints or within 30 minutes after laying, with course rag. Keep wall clean as work progresses to avoid more difficult cleanup later. Use no metal scrapers, abrasive powders or unauthorized cleaning agents. Use wooden paddles or scrapers to clean away mortar residue or lumps. Wash with clean water. A mild detergent may be used. Rinse with clean water. Wipe with clean cloths, sponges or similar item. B. In event of unexpected contamination of Glazed Brick walls, perform any cleaning with other than a nonmetallic scraper, stiff nylon or natural bristled brush or wooden paddle only after approval by Architect and necessary tests to insure against any wall damage. END OF SECTION 04 21 16 EBC081307KG C. Sample Field Panel should be erected at least 14 days prior to shipment of the Glazed Brick to the jobsite. If necessary, additional panels will be erected until Architect approval is received. D. Approved Sample Panel shall act as the standard of comparison and quality to be expected throughout the work. E. Approved Sample Panel should be maintained through job completion and not destroyed until instructed by the Architect. F. Erect separate Sample Panels for each color and texture, mortar color or combinations specified or as indicated on drawings. 1.6 dELiVErY, StoragE and HandLing: A. Deliver Glazed Brick to jobsite as packaged by manufacturer. Offload Glazed Brick packages using equipment that will not damage the glazed face(s). Do not place Glazed Brick in direct contact with the ground. Do not double stack pallets of Glazed Brick. B. Cover Glazed Brick with non-staining waterproof membrane covering. Keep units dry. Allow air circulation around stacked units. Installation of wet or stained Glazed Brick is prohibited. C. Keep Glazed Brick units in the individual cardboard packaging provided by the manufacturer until the unit is ready to be laid in the wall. Never use brick tongs or “pitch” the Glazed Brick to upper levels of scaffolding. 1.7 proJECt ConditionS: A. Environmental requirements. Use normal procedures when temperatures are between 100°F to 40°F (37.8°C to 4.4°C) (see current reference BIA Technical Note 1): 1. See Brick Industry Association Technical Note 1, Table 1 “Requirements for Masonry Construction in Hot and Cold Weather” for temperatures outside this range unless specific written approval from Architect. (Reference: BIA Technical Notes for Guide Specifications for Brick Masonry.) B. Take all precautions necessary to protect units from damage. C. Handle and store in protective cartons or trays until actual installation in the wall. D. Damaged units will not be accepted in the wall. 2.0 produCtS: 2.1 StruCturaL gLazEd BriCk: A. Pattern or Type: 1. As detailed and required (running bond or stack bond). B. Characteristics 1. Glazed Brick shall be Bed Depth: 3-5/8” (92mm), unless otherwise noted. Face dimensions as required in inches (mm) (Series, Size, Grade, Type, Class, Division see below): a. Modular (4S Series) – 2-1/4” (57mm) height X 7-5/8” (194mm) length; and complies with ASTM C-1405, Grade S, Type I & II, Class Exterior, Division Solid. b. Standard Modular (SS Series) – 2-1/4” (57mm) height X 8” (203mm) length; and complies with ASTM C-1405, Grade S, Type I & II, Class Exterior, Division Solid. c. Norman (6S Series) – 2-1/4” (57mm) height X 11-5/8” (295mm) length; and complies with ASTM C-1405, Grade S, Type I & II, Class Exterior, Division Solid. d. Engineer Modular (4J Series) – 2-5/8” (67mm) height X 7-5/8” (194mm) length; and complies with ASTM C-1405, Grade S, Type I & II, Class Exterior, Division Solid. e. King (5J Series) – 3” (76mm) Bed Depth X 2-5/8” (67mm) height X 9-5/8” (244mm) length; and complies with ASTM C-1405, Grade S, Type I & II, Class Exterior, Division Solid. f. Engineer Standard (JX Series) – 2-3/4” (70mm) height X 8” (203mm) length; and complies with ASTM C-1405, Grade S, Type I & II, Class Exterior, Division Solid. g. Closure Modular (EN/4P Series) – 3-5/8” (92mm) height X 7-5/8” (194mm) length; and complies with ASTM C-1405, Grade S, Type I & II, Class Exterior, Division Solid or H40V (option of manufacturer). h. Utility (EN-6P Series) – 3-5/8” (92mm) height x 11-5/8” (295mm) length; and complies with ASTM C-1405, Grade S, Type I & II, Class Exterior, Division Solid or H40V (option of manufacturer). i. 8-Square (4W Series) – 7-5/8” (194mm) height x 7-5/8” (194mm) length; and complies with ASTM C-1405, Grade S, Type I & II, Class Exterior, Division Solid or H40V (option of manufacturer). j. Double Meridian (8W Series) – 7-5/8” (194mm) height x 15-5/8” (396mm) length; and complies with ASTM C-1405, Grade S, Type I, Class Exterior, Division H40V. k. 12-Square (6Y Series) – 11-5/8” (295mm) height x 11-5/8” (295mm) length; and complies with ASTM C-1405, Grade S, Type I, Class Exterior, Division H40V. 2. Must meet ASTM C-84 (UL723) requirements and rated zero flame spread, zero smoke developed and zero fuel contribution. Also will not release any toxic or noxious fumes when burned at 2000°F (1093°C) 3. Shapes: Furnish as shown on the plans in accordance with manufacturer’s current standard production. All external corners, jambs and lintels shall be square (bullnose) unless otherwise noted. Sills shall be sloped away from mortar joints at windows/openings for proper drainage. 4. Color(s) and Texture to be selected by Architect from Elgin Butler Company current standard offering. 5. Approved manufacturer: a. Elgin Butler Company, Elgin, Texas, (512) 285-3356. b. Or approved equal. 2.2 aCCESSoriES: A. Mortar: As specified in mortar section. B. Wall Ties in Masonry Cavity Wall construction: Use corrosion resistant metal tie with no drips, as specified in Masonry Accessories section. Use 2” (50mm) cavity space (maximum cavity 4” [114mm]). Installed as per BIA recommendations in Technical Notes 21 Series and 44B-Table 2, and/or ACI 530, MSJC Code and all local building codes. 1. Typical between wythes of masonry, 2” (50mm) cavity: a. Unit Ties placed in maximum area one W2.8 tie (MW18), per 4-1/2 ft2 (0.42 m2) of wall area. Maximum spacing of 24” (610mm) vertical and 36” (914) horizontal spacing. 1. For vertical-cell hollow masonry unit ties shall be rectangular. 2. For solid (or fully grouted) vertical-cell masonry unit ties shall be rectangular or Z-shaped. b. Adjustable Unit Ties: Use two-piece Adjustable Unit Ties; Maximum area one unit tie per 1.77 ft2 (0.16m2). Maximum spacing of 16” (406mm) vertical and 16” (406) horizontal spacing, or as required. c. Additional unit ties around openings larger than 16” (406mm). 2. Typical between wythes of masonry and non-masonry walls, such as veneer brick over steel stud back-up systems: a. Provide at least one adjustable two-piece anchor, anchor of wire size W 1.7 (MW11) or 22 gage (0.8mm) corrugated sheet-metal anchor for each 2.67 ft2 (0.25m2) of wall area. Maximum spacing of 18” (457mm) vertical and 32” (813mm) horizontal spacing. b. Additional anchors around openings larger than 16” (406mm). 3. Joint Reinforcement: a. Use continuous horizontal joint reinforcement in lengths of 10 to 12 ft (3 to 4 m). Use #9 gauge wire or 3/16” (5 mm) diameter wire. Ladder-type (or Tab-type) horizontal joint reinforcement 16” (400mm) maximum spacing, recommended for stack bond applications. C. Lateral support, as required. 3.0 EXECution: 3.1 prEparation: A. Protection of work: 1. Protect the surfaces of the installed Glazed Brick. Cover freshly laid weather exposed masonry at the end of each day or the start of each shut down period, with non-staining waterproof material in such a manner which will C. Sample Field Panel should be erected at least 14 days prior to shipment of the Glazed Brick to the jobsite. If necessary, additional panels will be erected until Architect approval is received. D. Approved Sample Panel shall act as the standard of comparison and quality to be expected throughout the work. E. Approved Sample Panel should be maintained through job completion and not destroyed until instructed by the Architect. F. Erect separate Sample Panels for each color and texture, mortar color or combinations specified or as indicated on drawings. 1.6 dELiVErY, StoragE and HandLing: A. Deliver Glazed Brick to jobsite as packaged by manufacturer. Offload Glazed Brick packages using equipment that will not damage the glazed face(s). Do not place Glazed Brick in direct contact with the ground. Do not double stack pallets of Glazed Brick. B. Cover Glazed Brick with non-staining waterproof membrane covering. Keep units dry. Allow air circulation around stacked units. Installation of wet or stained Glazed Brick is prohibited. C. Keep Glazed Brick units in the individual cardboard packaging provided by the manufacturer until the unit is ready to be laid in the wall. Never use brick tongs or “pitch” the Glazed Brick to upper levels of scaffolding. 1.7 proJECt ConditionS: A. Environmental requirements. Use normal procedures when temperatures are between 100°F to 40°F (37.8°C to 4.4°C) (see current reference BIA Technical Note 1): 1. See Brick Industry Association Technical Note 1, Table 1 “Requirements for Masonry Construction in Hot and Cold Weather” for temperatures outside this range unless specific written approval from Architect. (Reference: BIA Technical Notes for Guide Specifications for Brick Masonry.) B. Take all precautions necessary to protect units from damage. C. Handle and store in protective cartons or trays until actual installation in the wall. D. Damaged units will not be accepted in the wall. 2.0 produCtS: 2.1 StruCturaL gLazEd BriCk: A. Pattern or Type: 1. As detailed and required (running bond or stack bond). B. Characteristics 1. Glazed Brick shall be Bed Depth: 3-5/8” (92mm), unless otherwise noted. Face dimensions as required in inches (mm) (Series, Size, Grade, Type, Class, Division see below): a. Modular (4S Series) – 2-1/4” (57mm) height X 7-5/8” (194mm) length; and complies with ASTM C-1405, Grade S, Type I & II, Class Exterior, Division Solid. b. Standard Modular (SS Series) – 2-1/4” (57mm) height X 8” (203mm) length; and complies with ASTM C-1405, Grade S, Type I & II, Class Exterior, Division Solid. c. Norman (6S Series) – 2-1/4” (57mm) height X 11-5/8” (295mm) length; and complies with ASTM C-1405, Grade S, Type I & II, Class Exterior, Division Solid. d. Engineer Modular (4J Series) – 2-5/8” (67mm) height X 7-5/8” (194mm) length; and complies with ASTM C-1405, Grade S, Type I & II, Class Exterior, Division Solid. e. King (5J Series) – 3” (76mm) Bed Depth X 2-5/8” (67mm) height X 9-5/8” (244mm) length; and complies with ASTM C-1405, Grade S, Type I & II, Class Exterior, Division Solid. f. Engineer Standard (JX Series) – 2-3/4” (70mm) height X 8” (203mm) length; and complies with ASTM C-1405, Grade S, Type I & II, Class Exterior, Division Solid. g. Closure Modular (EN/4P Series) – 3-5/8” (92mm) height X 7-5/8” (194mm) length; and complies with ASTM C-1405, Grade S, Type I & II, Class Exterior, Division Solid or H40V (option of manufacturer). h. Utility (EN-6P Series) – 3-5/8” (92mm) height x 11-5/8” (295mm) length; and complies with ASTM C-1405, Grade S, Type I & II, Class Exterior, Division Solid or H40V (option of manufacturer). i. 8-Square (4W Series) – 7-5/8” (194mm) height x 7-5/8” (194mm) length; and complies with ASTM C-1405, Grade S, Type I & II, Class Exterior, Division Solid or H40V (option of manufacturer). j. Double Meridian (8W Series) – 7-5/8” (194mm) height x 15-5/8” (396mm) length; and complies with ASTM C-1405, Grade S, Type I, Class Exterior, Division H40V. k. 12-Square (6Y Series) – 11-5/8” (295mm) height x 11-5/8” (295mm) length; and complies with ASTM C-1405, Grade S, Type I, Class Exterior, Division H40V. 2. Must meet ASTM C-84 (UL723) requirements and rated zero flame spread, zero smoke developed and zero fuel contribution. Also will not release any toxic or noxious fumes when burned at 2000°F (1093°C) 3. Shapes: Furnish as shown on the plans in accordance with manufacturer’s current standard production. All external corners, jambs and lintels shall be square (bullnose) unless otherwise noted. Sills shall be sloped away from mortar joints at windows/openings for proper drainage. 4. Color(s) and Texture to be selected by Architect from Elgin Butler Company current standard offering. 5. Approved manufacturer: a. Elgin Butler Company, Elgin, Texas, (512) 285-3356. b. Or approved equal. 2.2 aCCESSoriES: A. Mortar: As specified in mortar section. B. Wall Ties in Masonry Cavity Wall construction: Use corrosion resistant metal tie with no drips, as specified in Masonry Accessories section. Use 2” (50mm) cavity space (maximum cavity 4” [114mm]). Installed as per BIA recommendations in Technical Notes 21 Series and 44B-Table 2, and/or ACI 530, MSJC Code and all local building codes. 1. Typical between wythes of masonry, 2” (50mm) cavity: a. Unit Ties placed in maximum area one W2.8 tie (MW18), per 4-1/2 ft2 (0.42 m2) of wall area. Maximum spacing of 24” (610mm) vertical and 36” (914) horizontal spacing. 1. For vertical-cell hollow masonry unit ties shall be rectangular. 2. For solid (or fully grouted) vertical-cell masonry unit ties shall be rectangular or Z-shaped. b. Adjustable Unit Ties: Use two-piece Adjustable Unit Ties; Maximum area one unit tie per 1.77 ft2 (0.16m2). Maximum spacing of 16” (406mm) vertical and 16” (406) horizontal spacing, or as required. c. Additional unit ties around openings larger than 16” (406mm). 2. Typical between wythes of masonry and non-masonry walls, such as veneer brick over steel stud back-up systems: a. Provide at least one adjustable two-piece anchor, anchor of wire size W 1.7 (MW11) or 22 gage (0.8mm) corrugated sheet-metal anchor for each 2.67 ft2 (0.25m2) of wall area. Maximum spacing of 18” (457mm) vertical and 32” (813mm) horizontal spacing. b. Additional anchors around openings larger than 16” (406mm). 3. Joint Reinforcement: a. Use continuous horizontal joint reinforcement in lengths of 10 to 12 ft (3 to 4 m). Use #9 gauge wire or 3/16” (5 mm) diameter wire. Ladder-type (or Tab-type) horizontal joint reinforcement 16” (400mm) maximum spacing, recommended for stack bond applications. C. Lateral support, as required. 3.0 EXECution: 3.1 prEparation: A. Protection of work: 1. Protect the surfaces of the installed Glazed Brick. Cover freshly laid weather exposed masonry at the end of each day or the start of each shut down period, with non-staining waterproof material in such a manner which will Elgin Butler Company | 365 FM 696 | Elgin Texas 78621 | p 512.285.3356 | f 512.281.2487 | www.elginbutler.com Long Form SpECiFiCation For StruCturaL gLazEd BriCk SECtion 04 21 16 unit masonry CEramiC gLazEd CLaY maSonrY 1.0 gEnEraL, inches (mm) 1.1 SummarY A. System Description: Work described in this section covers requirements for Structural Glazed Brick Unit Masonry and its installation and maintenance. B. Products installed but not furnished in this section: 1. Section 04 05 13: Masonry Mortaring 2. Section 04 05 23: Masonry Accessories 1.2 rEFErEnCES A. Applicable standards of the following as referenced: 1. American Society for Testing and Materials (ASTM) 2. Brick Industry Association (BIA) 3. Underwriters Laboratories, Inc. (UL) 4. Ceramic Glazed Masonry Institute (CGMI) 5. Building Code Requirements for Masonry Structures (ACI 530-05/ASCE 5-05/TMS 402-05) 1.3 dEFinitionS A. Terms 1. Structural Glazed Brick: Extruded and manufactured clay masonry unit with a ceramic glazed face. 2. Glazed Face: Exposed ceramic glazed face(s) on brick. 3. Bed Joint: Horizontal mortar joint between two brick. 4. Head Joint: Vertical mortar joint between two brick. 1.4 SuBmittaLS: A. Strap samples: Submit three samples to indicate the approximate range of color and texture to be expected in the completed wall for each color or texture. B. Certificates: 1. Material Safety Data Sheet (MSDS) 2. Certification Letter: Submit a certified letter from manufacturer prior to delivery of Glazed Brick to jobsite for compliance of specification requirements. 1.5 QuaLitY aSSuranCE: A. Sample Field Panel: Construct a wall panel 4’ (1.2m) wide and 4’ (1.2m) high for Glazed Brick work. Locate as directed by Architect. B. Panel to indicate quality representation of: 1. Glazed Brick color and texture range. 2. Bonding pattern. 3. Mortar color. 4. Joint tooling. 5. Reinforcement/Ties. 6. Workmanship. ensure that the covering will overhang the masonry not less than 2’ (50mm) on each side of the masonry. Anchor on each side of wall. Finished walls to be covered with 15# (6.8kg) felt paper and erect wooden barriers to protect walls at areas that are subject to large amounts of construction traffic or material movement. Protect glazed face from exposure to welding burns, stains, etc. 3.2 inStaLLation A. Workmanship: 1. Lay only dry masonry units. 2. Lay masonry plumb, level and true to line. 3. Lay units in bonding pattern, as specified. 4. Cut units with masonry saw using a wet diamond blade. Do not use units less than 4” (101mm) in length. B. Build in work of other trades indicated to be built-in with Glazed Brick as work progresses. C. Glazed Brick wall construction recommendations (Reference: BIA Technical Note 13, revised December 2005). 1. Vented cavity wall construction. 2. Install flashing, vents (weep holes), and vapor barrier. 3. Provide flexible anchorage to columns and beams. D. Mortar Joints: 1. Lay joints of each first course in full width bed of mortar. 2. Vertically cored units: a. Lay Glazed Brick units with coring laying vertical to allow for drainage to vents via flashing. b. Fill full head and face shell thickness on bed joints. 3. Remove and replace mortar with fresh mortar where adjustment must be made after mortar has started to set. 4. Keep bed and head joints uniform in width, except for minor variations required to maintain bond and locate returns. 5. Both bed and head mortar joints standard thickness: a. Use 3/8” (10mm), +/- 1/16” (1.6mm), or to course out with existing material. E. Joint Treatment: 1. Tool or strike mortar joints on exposed face when they are “thumb print” hard. 2. Tool all Glazed Brick joints concave using a non-metallic tool 1” (25mm) in diameter or larger unless otherwise noted. 3.3 appLiCation: A. Acceptable Tolerances: 1. Walls must be straight in plane. 2. Maximum variation from plumb: 1/4” (6mm) in 10’ 0” (3.05m); not exceeding 3/8” (10mm) in 20’ 0” (6.1m). 3. Maximum variation from level: 1/4” (6mm) in 20’ 0” (6.1m); not exceeding 1/2” (13mm) in 40’ 0” (12.2m) or more. 4. Maximum variation in linear building line from location indicated: 1/4” (6mm) in 20’0” (6.1m). 3.4 CLEaning: A. It is intended that with careful adherence to this specification that extensive final cleaning will not be necessary. During construction, wipe glazed surface clean after tooling of joints or within 30 minutes after laying, with course rag. Keep wall clean as work progresses to avoid more difficult cleanup later. Use no metal scrapers, abrasive powders or unauthorized cleaning agents. Use wooden paddles or scrapers to clean away mortar residue or lumps. Wash with clean water. A mild detergent may be used. Rinse with clean water. Wipe with clean cloths, sponges or similar item. B. In event of unexpected contamination of Glazed Brick walls, perform any cleaning with other than a nonmetallic scraper, stiff nylon or natural bristled brush or wooden paddle only after approval by Architect and necessary tests to insure against any wall damage. END OF SECTION 04 21 16 EBC081307KG     modif. architecture      Exterior Material 4  Basis of D esign: Sunbrella Fabric Awning  Color: Pink #4693­0000      Example of Fabric Aw nings        Example of Color        modif. architecture 1200 west lake street suite 200      chicago, il     60607        modif. architecture      Sunbrella Fabric Supporting  Documentation                            modif. architecture 1200 west lake street suite 200      chicago, il     60607    AWNING FABRICS 2011 - 2014 COLLECT I ON DEPLIANT sunbrella Store:Mise en page 1 29/12/10 10:14 Page1 The leader in quality and innovation, decade after decade. For over 50 years, Sunbrella®has been the leader in performance fabrics. And there's good reason people look to Sunbrella first for their fabric needs. No one else brings so much under one revolutionary, stylish brand. No other resource is more committed to leading the performance fabric industry with innovations that fit today's lifestyles. With enhanced quality, additional colours and sophisticated styles, the next generation of Sunbrella offers more possibilities than ever. DEPLIANT sunbrella Store:Mise en page 1 22/12/10 10:11 Page2 a BEAUTIFUL performance Enduring Colour Sunbrella colours stay strong and vibrant, even through intense sunlight exposure and cleaning with bleach. Sumptuous Hand Sunbrella fabrics are as soft and inviting as they are durable. Dramatic Effects Sunbrella awning fabrics are available in 78 solids, stripes and exquisite decorative jacquards. Worry Free Sunbrella fabrics resist stains and fading, so you can stop worrying about your fabric and enjoy life. DEPLIANT sunbrella Store:Mise en page 1 15/12/10 10:23 Page3 In harmonywith the environment. Sunbrella creates no wastewater from dyeing. Sunbrella®fabric's unique colouring process avoids harmful effluents associated with conventional dyeing processes. It also dramatically reduces water and energy consumption. Sunbrella finishing processes consume less water. Continual improvement in the Sunbrella finishing application process at the Wasquehal, France plant allows us to use the same water several times for successive operations, as well as to recycle most of our wastewater. Heat from our wastewater is also recuperated to warm our clean water. Sunbrella fabrics are extremely durable. Sunbrella fabrics are engineered to last two to ten times longer than conventional fabrics. Thanks to their extended lifecycle, the long term environmental impact of Sunbrella fabrics is considerably less than that of cotton canvas, for example. Sunbrella fabrics are safe for people and nature. Sunbrella fabrics have been tested according to Oeko-Tex 100: this label certifies that they contain no harmful substances, and present no hazards to health, skin or the environment. Sunbrella fabrics are Greenguard Indoor Air Quality Certified. The Greenguard designation ensures that Sunbrella Awning fabrics are a low-emitting product and can be used indoors or in any application where enhanced air quality is preferred with the confidence that these fabrics will contribute to healthy indoor air. CQ 638/2 IFTH DEPLIANT sunbrella Store:Mise en page 1 15/12/10 10:23 Page4 Sunbrella fabrics are durable. Sunbrella fabrics are easy to clean. Sunbrella fabrics protect you from the elements. Avoids Greenhouse Effect Repels Water and Stain Resists Fade Protects from the UV Sunbrella superior pigments are added during the production of fade-resistant Sunbrella fibre. The final result is Sunbrella yarn and fabric with colour throughout that won't fade or wash away. Think "carrot". In ordinary fabrics, dyes are added to the surface of the yarn or fabric. The colour only penetrates the outer layer and washes out or fades away over time. Think "radish". Sunbrella fabrics are amazingly easy to maintain, and most spills can be cleaned with mild soap and water. For tough stains, bleach can be used without fear of damaging the fabric or removing the color. The best way to keep Sunbrella fabrics looking good is to properly maintain them by brushing off dirt before it becomes embedded and wiping up spills as soon as they occur. Additionally, a topical finish is applied to all Sunbrella fabrics to help them repel liquids making it even easier to maintain. The Skin Cancer foundation recommends Sunbrella as an aid in the prevention of sun-induced damage to the skin. Please use shading products featuring Sunbrella as a part of your complete sun protection regime, including regular use of sunscreen. DEPLIANT sunbrella Store:Mise en page 1 29/12/10 10:14 Page5 Dickson Constant warrants the rot-proof properties and colour fastness (7/8 minimum colour fastness under exposure to ultra-violet rays and bad weather conditions, according to the NF EN ISO 105 B02 and NF EN ISO 105 B04 standards – variations in shade over time are therefore limited) of its Sunbrella awning fabrics for 10 years. This warranty is valid under the following terms and conditions: - For 8 years, Dickson Constant shall either replace free of charge or, at its convenience, reimburse the invoice value of the section of fabric recognized as faulty, excluding any costs or any other compensation for any reason whatsoever. - In the event of a justified complaint after the 8th year, and taking into account depreciation due to wear, the warranty will consist of a discount on the purchase of a new fabric: 30% during the 9th year and 15% during the 10th year, at the rate applicable on the day of the complaint. This rate is available on demand from your dealer. - Any complaint must be sent within ten days of the defect being noticed, accompanied by the purchase invoice, via registered mail with confirmation of receipt to the retailer where the product was initially bought. He will acknowledge the defect and transmit your request to Dickson-Constant. - The fabric must be kept available to the experts of Dickson Constant or its insurance company. - Replacement or reimbursement of the defective fabric does not extend the duration of the original warranty. This conventional warranty covers only the rot-proof properties and colour fastness of Sunbrella fabrics regularly maintained, under normal use and environment. It shall under no circumstances pose an obstacle to the legal guarantees. See general warranty conditions on www.dickson-constant.com SUNBRELLA®AWNING FABRICS CONVENTIONAL 10-YEAR WARRANTY ON 12/14/2010 DEPLIANT sunbrella Store:Mise en page 1 22/12/10 10:34 Page14 Care and cleaning Comfortable, beautiful, and oh so liveable, Sunbrella fabric makes your outdoor room worry-free. It's amazingly easy to maintain, and most stains can be cleaned with mild soap and water. For tough stains, bleach can be used without fear of damaging the fabric or removing the colour. With this kind of durability and a wide range of styles, what's not to love? One of the best ways to keep Sunbrella fabrics looking good and to delay deep or vigorous cleaning is to properly maintain the fabrics. This can be accomplished by simply brushing off dirt before it becomes embedded in the fabrics, wiping up stains as soon as they occur or spot cleaning them soon after. General or light cleaning • Brush off any loose dirt. • Hand wash as follows: • Prepare a cleaning solution of 60 ml mild soap for 4 l of lukewarm water (less than 40°C). • Clean with a soft bristle brush and allow cleaning solution to soak into fabric. • Rinse thoroughly and allow fabric to air dye. Heavy cleaning for stubborn stains and mildew Sunbrella fabric does not promote mildew growth, however, mildew may grow on dirt and other foreign substances that are not removed from the fabric. To clean mildew, or other stubborn stains: • Prepare a solution of 240 ml of bleach and 60 ml of mild soap for 4l of clean water. Spray on entire area and allow to soak into the fabric. • Scrub vigorously with a soft bristle brush, rinse thoroughly and allow fabric to air dry. If stain and/or mildew are severe, bleach quantities may be increased. Re-treating the fabric for ease of cleaning Sunbrella fabrics have a special finish that enhances water repellency. The finish is designed to last for several years of normal use, but may be refreshed with a water repellent product. This last one restores your fabrics’ lost water-repellency. It stops leaks, resists soiling, impedes mildew formation and protects against the sun’s harmful UV rays. It is also very efficient inpreventing seam leakage. For more information about retreatment products, visit www.dickson-constant.com. DEPLIANT COUV:Mise en page 1 29/11/10 11:47 Page15 1961 Revolutionary new Sunbrella® awning fabrics dramatically outlast cotton canvas. Mid 70’s Sunbrella marine fabrics begin protecting boats and boaters worldwide. Early 80’s Sunbrella casual furniture fabrics turn patios into outdoor rooms. 2002 Beautiful Sunbrella residential fabrics mean indoor furniture is now stress-free. 2011 Edition November 2010 - DICKSON CONSTANT SARL - capital 12.640.000 euros - 381 347 970 R.C.S. Roubaix-TourcoingCrédit photos : Charles Pétillon, Atmosphère Photo - Sunbrella® is a registered trademark of Glen Raven, Inc.Resists fade Avoids greenhouse effect Repels water and stains Protects from the UV Dickson Constant Sarl 10, rue des châteaux, BP 109 F 59443 Wasquehal Cedex t. 33 (0)3 20 45 59 59 f. 33 (0)3 20 45 59 00 contact@dickson-constant.com www.dickson-constant.com www.sunbrella.com Exclusively produced and distributed in Europe by: A Glen Raven Company DEPLIANT sunbrella Store:Mise en page 1 22/12/10 10:44 Page16     modif. architecture      Exterior Window System  Basis of Design: Oldcastle Building Envelope Reliance Curtain Wall    Example Photo 1      Example Photo 2      modif. architecture 1200 west lake street suite 200      chicago, il     60607        modif. architecture      Oldcastle Building Envelope  Supporting Documentation                        modif. architecture 1200 west lake street suite 200      chicago, il     60607    Reliance™curtain wall systemReliance™Cur tain Wall System—a new high-per forming, pressure-equalized cur tain wall system from Oldcastle BuildingEnvelope™ Reliance™Wall zone-glazed system is easy to install and features exceptional water control and outstanding thermal performance. Reliance™Wall is offered as a 1" infill system, with snap-in adapters to accommodate 1/4" infill for spandrel applications, as well as a complete 1/4" infill system. The system provides two gasket options: The standard option utilizes an EPDM dense gasket for both the exterior and interior applications.A second option features an EPDM dense gasket for the exterior and an EPDM sponge gasket for the interior to accommodate molded corners when necessary. Other installation features include roll-over and roll-under horizontals to simplify typical field stick erection. Reliance™Wall is thermally broken utilizing an EPDM push-in thermal isolator. The system includes thermally improved door framing adapters,which can accommodate the use of our Thermal Entrances to complete a thermal elevation. Performance Air Infiltration: <.06 CFM/SQ FT (6.24 PSF) per ASTM E283 Static Water: 15 PSF per ASTM E331 Dynamic Water: 15 PSF per AAMA 501.1 Deflection Load: 40 PSF per ASTM E330 Structural Load: 60 PSF per ASTM E330 STC: 33 (1/4"–1/2"–1/4" glazing) 37 (1/4"laminated –1/2"–1/4"laminated glazing) per ASTM E90 Seismic: Three levels of displacement per AAMA 501.4 Thermal Performance per AAMA 1503 for clear 1" insulating glass: – U-Value = 0.63 – CRF frame = 66 NFRC Certified Thermal Performance Characteristics per AAMA 507 RadioShack Riverfront Campus, Fort Worth, TX Architect: HKS, Inc. 2425 Olympic Boulevard, Suite 525-East Santa Monica, CA 90404 1-866-OLDCASTLE (653-2278) oldcastlebe.comReliance™curtain wall system RelianceTM allows the specifier numerous options, such as various loading capabilities, extensive finishing alternatives,one- and two-piece horizontal mullions 2-1/2" sightline and multiple system depths for structural as well as aesthetic requirements Heavy-duty vertical mullions are available for higher design criteria Reliance offers a complete system to accommodate 1" or 1/4" vision or spandrel glazing No exposed fasteners that will take away from appearance Aesthetic flexibility Can be installed using either captured or structural silicone-glazed vertical mullions Low-profile corner mullions Superior thermal performance, utilizing innovative door framing components that are thermally improved Accommodates glazed-in operable vents Optional head member to accommodate incidental water Integration of our Solar Eclipse™and Solar Shelf™sun control products,offering a wide range of engineered designs Value engineered for efficient use of material Easy to install Use of common members to reduce construction errors and costs and to simplify site fabrication Factory-punched pressure plates Self-drilling pressure plate screws Precision injection molded zone plugs for frame member intersections Precision Engineered Design Flexibility Granite Park III, Plano, TX Architect: BOKA Powell     modif. architecture      Trash Enclosure Gates      Example of metal trash enclosure gates:                modif. architecture 1200 west lake street suite 200      chicago, il     60607    ScalePROJECT NUMBERDATEDRAWN BYCHECKED BY06.01.16RAHPC FINAL REVIEWmodif.modif.6/6/2016 9:15:45 AMASPEN, COCS−12016−00906.01.16COVER SHEET411 E. HYMAN AVEASPEN, COLOCAL JURISDICTION:THE CITY OF ASPEN130 S. GALENA STREETASPEN, CO 81611TEL (970) 429-2761CONTACT: BY DEPARTMENTARCHITECT:MODIF. ARCHITECTURE, LLC.1200 W. LAKE ST., SUITE 200CHICAGO, IL 60607TEL 773-307-8420CONTACT: ROB AVILA, RA, LEED APOR STEPHEN COUGHLIN, RALANDLORDS'S REPRESENTATIVE & GENERAL CONTRACTOR:CENTAUR1200 W. LAKE STREET, SUITE 200CHICAGO, IL 60607TEL 312 644 4470 x218CONTACT: BRAD HRIBARLAND PLANNER:ROMERO MANAGEMENT, LLC1340 MOUNTAIN VIEW DRIVEASPEN, CO 81611TEL (970) 618-8880CONTACT: DWAYNE ROMEROVICINITY MAPDRAWING LIST:SHEET NUMBERSHEET NAMECS-1COVER SHEETPE-1EXISTING PUBLIC AMENITYPE-2PROPOSED PUBLIC AMENITY PLANSA-010PROPOSED SITE PLANFAR-1FLOOR PLAN - FAR CALCULATIONSNL-1FLOOR PLAN - NET LEASABLE/NET LIVABLEA-120PROPOSED EXTERIOR LIGHTINGALTAEXISTING LAND SURVEYEC-1EXISTING CONDITION FLOOR PLANSA-111PROPOSED FLOOR PLAN AND ROOF PLANNO. DATE BYDESCRIPTIONPROJECT LOCATION:411 E. HYMAN AVE.A-200PROPOSED EXTERIOR ELEVATIONSLANDLORD:M DEVELOPMENT2001 N. HALSTED ST., SUITE 304CHICAGO, IL 60614CONTACT: MARK HUNTExhibit E C:\General CADD 12\Gxd\6165DE.gxd -- 06/03/2016 -- 09:09 AM -- Scale 1 : 120.000000 NO EXISTING PUBLICAMENITY SPACEScalePROJECT NUMBERDATEDRAWN BYCHECKED BY06.01.16RAHPC FINAL REVIEWmodif.modif. 3/32" = 1’−0"6/6/2016 9:15:48 AMASPEN, COPE−12016−00906.01.16EXISTING PUBLIC AMENITY411 E. HYMAN AVE 3/32" = 1'-0"1EXISTING PUBLIC AMENITYCALCULATIONSNO. DATE BY DESCRIPTION NET LEASABLE - 767 SFNET LIVABLE - 798 SFPATIO - 41 SFScalePROJECT NUMBERDATEDRAWN BYCHECKED BY06.01.16RAHPC FINAL REVIEWmodif.modif. 1/4" = 1’−0"6/6/2016 9:15:47 AMASPEN, COEC−12016−00906.01.16EXISTING FLOOR PLAN411 E. HYMAN AVENO. DATE BY DESCRIPTION DNHYMAN AVE MALLALLEY409 HYMAN413 HYMANEXISTINGCONCRETERETAIN WALL411 HYMAN968 SQ. FT.PROPERTY LINE14.00'100.00'NO PROPOSED PUBLICAMENITY SPACE8'-0" HIGHWALLCONCRETE PADScalePROJECT NUMBERDATEDRAWN BYCHECKED BY06.01.16RAHPC FINAL REVIEWmodif.modif. 1/8" = 1’−0"6/6/2016 9:15:48 AMASPEN, COPE−22016−00906.01.16PROPOSED PUBLIC AMENITY411 E. HYMAN AVE 1/8" = 1'-0"1PROPOSED PUBLIC AMENITYNO. DATE BY DESCRIPTION DNHYMAN AVE MALLALLEY409 HYMAN(N.I.C.)413 HYMAN(N.I.C.)EXISTINGCONCRETERETAININGWALLBRICK PAVERS411 HYMAN(ONE STORYRETAIL SPACE)PROPERTY LINE14.00'100.00'8'-0" HIGH WALLCONCRETE PAD300 S.F.TRASH ANDUTILITY AREA10'-0"4'-0"30'-10"69'-2 1/8"NO EXISTINGTRANSFORMERON SITEELEC. METERLOCATION,200A SERVICEGAS METERLOCATIONScalePROJECT NUMBERDATEDRAWN BYCHECKED BY06.01.16 RA HPC FINAL REVIEWmodif.modif. 1/8" = 1’−0"6/6/2016 9:15:39 AMASPEN, COA−0102016−00906.01.16PROPOSED SITE PLAN411 E. HYMAN AVE 1/8" = 1'-0"1PARTIAL SITE PLANNO. DATE BY DESCRIPTION DNRETAIL/RESTAURANTTENANT SPACE114'-0"100'-0"EXISTINGCONCRETERETAIN WALLPROPERTY LINE8'-0" HIGH WALLCONCRETE PADAIR CURTAINBY TENANT300 S.F.TRASH ANDUTILITY AREA8'-1"1'-10"3'-0"1'-1"3'-0"12'-4"67'-10"8"8'-0"1'-4"4'-0"25'-10"5'-0"5'-10"8'-2"30'-10"RAMP UP8'-8"30'-2"TRASH AREAAND WALKWAYCANOPYFABRICAWNING BELOWRTURTUR.D.O.R.D.PLUMBINGVENTSLOPESLOPEROOFSCUTTLE4'-0"14'-0"3' HIGH PARAPETSCREENING, TYP.ScalePROJECT NUMBERDATEDRAWN BYCHECKED BY06.01.16RAHPC FINAL REVIEWmodif.modif. 1/8" = 1’−0"6/6/2016 9:15:39 AMASPEN, COA−1112016−00906.01.16PROPOSED FLOOR PLAN AND ROOF PLAN411 E. HYMAN AVE 1/8" = 1'-0"1MAIN LEVEL FLOOR PLAN 1/8" = 1'-0"2ROOF PLANNO. DATE BYDESCRIPTION DNALLEYCOMMERCIALAREA: 968 SFEXISTINGCONCRETERETAIN WALL8'-0" HIGH WALLCONCRETE PADScalePROJECT NUMBERDATEDRAWN BYCHECKED BY06.01.16RAHPC FINAL REVIEWmodif.modif. 1/8" = 1’−0"6/6/2016 9:15:47 AMASPEN, COFAR−12016−00906.01.16FAR CALCULATIONS411 E. HYMAN AVE 1/8" = 1'-0"1FAR CALCULATION PLANFLOOR AREA SUMMARY:MAIN LEVEL: 968 SFCOMMERCIAL AREA: 968 SFNON-UNIT COMMON AREA: 0 SFDEDUCTIONS: 0 SFAREA TOWARDS FAR: 968 SFTOTAL FAR: 968 SF (0.69:1 FAR)ZONING INFORMATION & CALCULATIONS:ZONING: (CC) COMMERCIAL CORENET LOT AREA: 1,400 SF (14'x100')ZONING ALLOWANCE (2:1): 2,800 SF (2x1,400SF)CALCULATIONS:GROSS FLOOR AREA:COMMERCIAL SPACE: 968 SFNON-UNIT SPACE: 0 SFEXEMPT SPACE: 0 SFEXPOSED WALL BELOW GRADENORTH: 0 SF EXPOSEDSOUTH: 0 SF EXPOSEDEAST: 0 SF EXPOSEDWEST: 0 SF EXPOSEDBELOW GRADE WALL AREA:NORTH: 14'-0"SOUTH: 14'-0"EAST: 100'-0"WEST: 100'-0"TOTAL: 288'-0" LENGTH X 0'-0" HEIGHT0 SF TOTAL WALL AREA0 SF TOTAL EXPOSED WALL AREA0 / 0 SF = 0% APPLIEDBELOW GRADE FLOOR AREA0 SF LOWER LEVEL GROSS AREAX 0% APPLIED0 SF TOWARDS LOWER LEVEL FARFINAL FLOOR AREA:MAIN LEVEL = 968 SFCUMULATIVE: 968 SF (.69:1)NO. DATE BY DESCRIPTION DNALLEYNETLEASABLEAREA: 827 SFEXISTINGCONCRETERETAIN WALL8'-0" HIGH WALLCONCRETE PADScalePROJECT NUMBERDATEDRAWN BYCHECKED BY06.01.16RAHPC FINAL REVIEWmodif.modif. 1/8" = 1’−0"6/6/2016 9:15:47 AMASPEN, CONL−12016−00906.01.16NET LEASABLE PLAN411 E. HYMAN AVE 1/8" = 1'-0"1NET LEASABLE PLANNET LEASABLE CALCULATIONSMAIN LEVEL:RETAIL 'A': 827 SFSUB-TOTAL MAIN LEVEL: 827 SFTOTAL NET LEASABLE: 827 S.F.NO. DATE BY DESCRIPTION LIGHT FIXTURETYPE 'A', TYP.FABRIC AWNINGRECESSED ENTRYTRASH AREAAND WALKWAYCANOPYOPENING INCANOPY, TYP.LIGHT FIXTURETYPE 'B'ScalePROJECT NUMBERDATEDRAWN BYCHECKED BY06.01.16RAHPC FINAL REVIEWmodif.modif. 1/8" = 1’−0"6/6/2016 9:15:41 AMASPEN, COA−1202016−00906.01.16PROPOSED EXTERIOR LIGHTING411 E. HYMAN AVENO. DATE BY DESCRIPTION 1/8" = 1'-0"1PROPOSED EXTERIOR LIGHTINGPROPOSED LIGHT FIXTURE TYPE 'A'PROPOSED LIGHT FIXTURE TYPE 'B'119BRONZE METAL TRASHECLOSURE GATES(OPAQUE)(EXISTING BUILDING)(EXISTING BUILDING)SHEET METALCOPING TO MATCHBRICKHAND MOLDEDBRICKPREFINISHEDCEMENT SIDINGINSULATED METALDOOR BEYONDPAINTED STEELCOLUMNPREFINISHED CEMENTSIDING CLADCANOPY9'-8"7'-8"8"PARAPET20' - 2"PREFINISHED CEMENTSIDING9'-8"HAND MOLDED BRICKFABRIC AWNING1" CLEAR INSULATEDGLAZING, TEMPERED.FUTURE TENANTSIGNAGEBRICK SOLDIERCOURSINGDECORATIVEPREFINISHED COPING.CLEAR GLASS ENTRYDOOR, TEMPERED.HAND MOLDED GLAZEDBRICK(EXISTING BUILDING)(EXISTING BUILDING)PARAPET20' - 2"GROUND FLOOR0' - 0"ARCHITECTURALPRECAST SILLT/O STOREFRONT11' - 0"8'-0"GOOSENECKLIGHT FIXTUREScalePROJECT NUMBERDATEDRAWN BYCHECKED BY06.01.16RAHPC FINAL REVIEWmodif.modif. 1/2" = 1’−0"6/6/2016 9:15:44 AMASPEN, COA−2002016−00906.01.16PROPOSED EXTERIOR ELEVATIONS411 E. HYMAN AVE 1/2" = 1'-0"2PROPOSED NORTH ELEVATION 1/2" = 1'-0"3PROPOSED WEST ELEVATIONNO. DATE BY DESCRIPTION 1/2" = 1'-0"1PROPOSED SOUTH ELEVATION Romero Management, LLC June 6, 2016 Ms. Amy Simon Historic Preservation Officer City of Aspen 130 So. Galena St. Aspen, Colorado 81611 Re: Major Development Final Review and Commercial Design Standards Final Review Application for 411 East Hyman Avenue. Dear Amy, Please accept this application for Major Development (Final) approval and for Final Commercial Design Standard Review to remove the existing mixed use building and to construct a new one story commercial building at 411 East Hyman Avenue. This 1,400 square feet (sf) property is located on the Hyman Pedestrian Mall within the Commercial Core Historic District, and is not included on the City of Aspen Inventory of Historic Landmark Sites and Structures as an individual landmark. The property is legally described as the east fourteen feet of Lot C, Block 89, City and Townsite of Aspen, Colorado. The parcel ID is 2737-182-16-005. Previous approvals The property received Major Development (Conceptual) approval, Commercial Design (Conceptual) approval, Growth Management approval to mitigate with affordable housing credits, Viewplane Exemption approval, and Demolition approval via Historic Preservation Commission (HPC) Resolution No. 20, Series of 2015 on June 10, 2015 (Resolution and Meeting Minutes provided as Exhibits L and M). City Council upheld HPC Resolution No. 20 during the call up proceedings. Resolution No. 20, Series of 2015 included conditions of approval (provided below) to restudy the storefront design and the alley elevation for discussion during Final Review. The building footprint was reduced from the Conceptual approval to provide adequate space for a trash enclosure area. The net leasable was reduced from a conceptual approval of 1,151 sf to the current proposal of 827 sf; and the floor area was reduced from a conceptual approval of 1,400 sf to the current proposal of 968 sf. Drawings are provided as Exhibit E. Section 1: General Approval That HPC hereby grants approvals for Major Development (Conceptual), Commercial Design (Conceptual), Demolition, and Growth Management, and Mountain View Plane exemption for the property located at 411 E. Hyman Avenue with the following conditions: 1. Prior to Final Review, the Applicant shall further study the storefront entrance to increase the height of the glazing, similar to traditional storefronts in the downtown. The storefront glazing has been increased by 3 feet to align with the historic landmark to the east. The measurement from ground to top of storefront is proposed to be 11 ft, where the conceptual approval provided a height of about 8 ft. 2. Prior to Final Review, the Applicant shall further study the height and detailing of the cornice. The height and detailing of the cornice has been restudied. The current proposal draws inspiration from a traditional false front one story building. Vertical bricks are proposed to distinguish the cornice as a product of its own time. The cornice height has dropped from 20’ 7” approved during conceptual review to 20’ 2” proposed for final review. 3. Prior to Final Review, the Applicant shall further study the alley façade to create more visual interest. The alley elevation has been restudied. In addition to setting the building back off the property line to accommodate a trash/recycle area, the previously proposed CMU block has been replaced with more refined materials that add visual interest such as modular brick to match the front façade, painted steel accents, and a metal trash enclosure. 4. A development application for a Final Development Plan shall be submitted within one (1) year of the date of approval of a Conceptual Development Plan. Failure to file such an application within this time period shall render null and void the approval of the Conceptual Development Plan. The Historic Preservation Commission may, at its sole discretion and for good cause shown, grant a one-time extension of the expiration date for a Conceptual Development Plan approval for up to six (6) months provided a written request for extension is received no less than thirty (30) days prior to the expiration date. The Final Development Plan application was submitted to the City of Aspen on June 6, 2016 within the 1-year time frame. Figure 1: Left: Conceptual approval. Right: proposed Final approval. Note the increased storefront height and the alternate cornice design. Existing Conditions The 1,400 sf property (14 ft x 100 ft) is located on the south side of the Hyman Mall as shown below. A landmark, located at 413 East Hyman Avenue, is directly to the east of the subject property. The property currently contains commercial use on the first floor and a small one- bedroom free market residential unit on the upper floor. A total of 767 sf of net leasable area is on the first floor and 798 sf of net livable area is on the second floor. There is no existing public amenity space on the property, and one parking space is provided at the rear. There is currently no deficit of parking onsite, as the commercial net leasable area generates a required 0.767 parking spaces and there is no parking requirement for the residential unit. The 1 parking space meets the current requirement of 0.767 spaces pursuant to Land Use Code Section 26.515.030. Project Description The applicant requests HPC grant Final Approval of Major Development and Final Commercial Design Review approval for the construction of a one story building that is consistent with the Conceptual design approvals granted via Resolution No. 20, Series of 2015. The proposed development will contain about 827 sf of net leasable commercial area on the ground floor. Growth Management approvals granted via Resolution No. 20 approved mitigation for the residential unit through affordable housing credits. The commercial net leasable area increase qualified as an administrative growth management approval that is exempt from mitigation (Land Use Code Section 26.470.060.5.a). The one story building is proposed to read as two stories and to be just over 20 ft. in height. Parking mitigation for 0.827 parking spaces is provided through cash in lieu, as described in HPC Resolution No. 20. Public amenity space was conceptually approved as cash in lieu; however, the applicant requests to provide off-site public amenity in an amount equal to or exceeding the cash in lieu fee. A full discussion of this request is found in Exhibit A. The proposal is fully depicted in Exhibit E. Figures 2 & 3 (left to right): Photograph of existing conditions. 411 is shown at center, to the left is 413 a designated landmark. A vicinity map is shown at right. Orange outlines illustrate designated landmarks within the Historic District. The property is subject to the Commercial Core Historic District Design Guidelines included in the Commercial, Lodging and Historic District Design Guidelines and Objectives document which replaced the Commercial Core Historic District Chapter in the Historic Preservation Design Guidelines. The Historic Preservation Design Guidelines were recently updated in early 2016. This project was submitted on April 30, 2015, and as such is subject to the previous version of this document; however, the application seeks to comply with the current Historic Preservation Design Guidelines of which only Chapter 12, Architectural Lighting, Mechanical Equipment, Service Areas and Signage, is applicable to this property. Please refer to Exhibit B for a description of how the project meets the Historic Preservation Design Guidelines and to Exhibit A for a description relative to Final Commercial Design Standards and the Commercial, Lodging and Historic District Design Guidelines and Objectives. The project is exempt from Transportation Impact Analysis according to the Aspen TIA Guidelines as it removes a residential unit and the commercial net leasable increase is less than 500 sf. Please contact me with any questions or additional information for your review. Sincerely, Dwayne Romero Romero Management, LLC 1340 Mtn. View Dr. Aspen, CO 81611 dwayneromero65@gmail.com 970.618.8880 Exhibits: A – Commercial Design Standards B – Historic Preservation Design Standards C – Land Use Application D - Dimensional Requirements E – Drawings and Renderings F - Survey G – Vicinity Map H – Authorization to Represent I – Disclosure of ownership J – Agreement to pay form K – HOA Compliance form L – HPC Resolution No. 20, Series of 2015 M – HPC Meeting Minutes from June 10, 2015 N – Pre-application summary O - List of owners within 300 ft. P – Photographs of context Exhibit A Final Commercial Design Review Page 1 of 11 Exhibit A – Review Criteria for Final Commercial Design for 411 East Hyman Avenue. 26.412.050. Review Criteria. An application for commercial design review may be approved, approved with conditions or denied based on conformance with the following criteria: A. The proposed development meets the requirements of Section 26.412.060, Commercial design standards, or any deviation from the standards provides a more appealing pattern of development considering the context in which the development is proposed and the purpose of the particular standard. Unique site constraints can justify a deviation from the standards. Compliance with Section 26.412.070, Suggested design elements, is not required but may be used to justify a deviation from the standards. 26.412.060. Commercial Design Standards. The following design standards, in addition to the commercial, lodging and historic district design objectives and guidelines, shall apply to commercial, lodging and mixed-use development: A. Public Amenity Space. Creative, well-designed public places and settings contribute to an attractive, exciting and vital downtown retail district and a pleasant pedestrian shopping and entertainment atmosphere. Public amenity can take the form of physical or operational improvements to public rights-of-way or private property within commercial areas. On parcels required to provide public amenity, pursuant to Section 26.575.030, Public amenity, the following standards shall apply to the provision of such amenity. Acceptance of the method or combination of methods of providing the public amenity shall be at the option of the Planning and Zoning Commission or the Historic Preservation Commission, as applicable, according to the procedures herein and according to the following standards: 1. The dimensions of any proposed on-site public amenity sufficiently allow for a variety of uses and activities to occur, considering any expected tenant and future potential tenants and uses. 2. The public amenity contributes to an active street vitality. To accomplish this characteristic, public seating, outdoor restaurant seating or similar active uses, shade trees, solar access, view orientation and simple at-grade relationships with adjacent rights- of-way are encouraged. 3. The public amenity and the design and operating characteristics of adjacent structures, rights-of-way and uses contribute to an inviting pedestrian environment. 4. The proposed amenity does not duplicate existing pedestrian space created by malls, sidewalks or adjacent property, or such duplication does not detract from the pedestrian environment. 5. Any variation to the design and operational standards for public amenity, Subsection 26.575.030.F., promotes the purpose of the public amenity requirements. There currently is no public amenity onsite. As such Land Use Code Section 26.575.030.B requires 10% public amenity be mitigated. Land Use Code Section 26.575.030.C provides four methods that may be used to satisfy public amenity requirements: onsite, off-site, cash in lieu, Exhibit A Final Commercial Design Review Page 2 of 11 and alternative method. Public amenity for this project is current approved to be cash in lieu mitigation as described in Section 4 of Resolution No. 20, Series of 2015. The applicant requests approval to amend cash in lieu mitigation to provide public amenity mitigation in the form of off-site improvements to the right of way in an amount equal to or exceeding the cash in lieu payment ($14,000 for a 1,400 sf lot with a 10% mitigation requirement). Replacing cash in lieu mitigation with off-site mitigation does not change the conceptually approved mass, scale, and height, the growth management or the viewplane reviews. It transfers the burden of public amenity from the City to the property owner. Due to the property’s central location on the Hyman Mall, onsite public amenity would duplicate existing pedestrian space created by the malls and would erode the linear street wall indicative of the 1970s pedestrian mall design. B. Utility, delivery and trash service provision. When the necessary logistical elements of a commercial building are well designed, the building can better contribute to the overall success of the district. Poor logistics of one (1) building can detract from the quality of surrounding properties. Efficient delivery and trash areas are important to the function of alleyways. The following standards shall apply: 1. A trash and recycle service area shall be accommodated on all projects and shall meet the minimum size and location standards established by Title 12, Solid Waste, of the Municipal Code, unless otherwise established according to said Chapter. 2. A utility area shall be accommodated on all projects and shall meet the minimum standards established by Title 25, Utilities, of the Municipal Code, the City’s Electric Distribution Standards, and the National Electric Code, unless otherwise established according to said Codes. 3. All utility, trash and recycle service areas shall be co-located and combined to the greatest extent practical. 4. If the property adjoins an alleyway, the utility, trash and recycle service areas shall be along and accessed from the alleyway, unless otherwise approved through Title 12, Solid Waste, of the Municipal Code, or through Chapter 26.430, Special Review. 5. All utility, trash and recycle service areas shall be fenced so as not to be visible from the street, unless they are entirely located on an alleyway or otherwise approved though Title 12, Solid Waste, of the Municipal Code, or through Chapter 26.430, Special Review. All fences shall be six (6) feet high from grade, shall be of sound construction, and shall be no less than ninety percent (90%) opaque, unless otherwise varied through Chapter 26.430, Special Review. 6. Whenever utility, trash, and recycle service areas are required to be provided abutting an alley, other portions of a building may extend to the rear property line if otherwise allowed by this Title, provided that the utility, trash and recycle area is located at grade and accessible to the alley. Figure 1: Aerial view of Hyman Pedestrian Mall. Star indicates subject property and central location on mall. Exhibit A Final Commercial Design Review Page 3 of 11 7. All utility service pedestals shall be located on private property. Easements shall allow for service provider access. Encroachments into the alleyway shall be minimized to the extent practical and should only be necessary when existing site conditions, such as an historic resource, dictate such encroachment. All encroachments shall be properly licensed. 8. All commercial and lodging buildings shall provide a delivery area. The delivery area shall be located along the alley if an alley adjoins the property. The delivery area shall be accessible to all tenant spaces of the building in a manner that meets the requirements of the International Building Code Chapters 10 and 11 as adopted and amended by the City of Aspen. All non-ground floor commercial spaces shall have access to an elevator or dumbwaiter for delivery access. Alleyways (vehicular rights-of-way) may not be utilized as pathways (pedestrian rights-of-way) to meet the requirements of the International Building Code. Any truck loading facility shall be an integral component of the building. Shared facilities are highly encouraged. 9. All commercial tenant spaces located on the ground floor in excess of 1,500 square feet shall contain a vestibule (double set of doors) developed internal to the structure to meet the requirements of the International Energy Conservation Code as adopted and amended by the City of Aspen, or an air curtain. 10. Mechanical exhaust, including parking garage ventilation, shall be vented through the roof. The exhaust equipment shall be located as far away from the street as practical. 11. Mechanical ventilation equipment and ducting shall be accommodated internally within the building and/or located on the roof, minimized to the extent practical and recessed behind a parapet wall or other screening device such that it shall not be visible from a public right-of-way at a pedestrian level. New buildings shall reserve adequate space for future ventilation and ducting needs. 12. The trash and recycling service area requirements may be varied pursuant to Title 12, Solid Waste, of the Municipal Code. All other requirements of this subsection may be varied by special review (see Chapter 26.430.040.E, Utility and delivery service area provisions). Pursuant to Municipal Code Section 12.10.030 (A)b., a 20’ w x 15’ d x 10’ h area for trash and recycling is required for commercial buildings that may contain food service. Due to the small lot size, the Conceptual application contemplated a shared trash utility area with the adjacent 413 East Hyman property. However, since Conceptual approval a trash/utility area is added onsite. The entire building footprint has been reduced to accommodate this area which measures 10’ w x 30’ 10” d x 9’8” h. It is not physically possible to meet the 20 ft. wide requirement due to the 14 ft. lot width. The exterior measurement of the trash area is 300 sf, and the internal measurement of the trash area is about 260 sf. The lot is 14 ft. wide, and due to grade change, a ramp is required from the commercial exit to the alleyway. Special Review is requested from Environmental Health for the site specific constraints due to the lot size. The trash area has a metal enclosure that provides ventilation and wildlife protection. A roof is cantilevered over the trash area to offer weather protection and ventilation. The enclosure is opaque as shown on the material samples sheet. Roof vents and mechanical equipment are shown on the roof plan (Sheet A -111). Deliveries will occur from the alley. An air curtain is not required for this less than 1,500 sf space; however, an Exhibit A Final Commercial Design Review Page 4 of 11 internal air curtain is proposed as shown on Sheet A - 111. Utilities are located on private property. B. For proposed development converting an existing structure to commercial use, the proposed development meets the requirements of Section 26.412.060, Commercial design standards, to the greatest extent practical. Changes to the façade of the building may be required to comply with this Section. Not applicable – the project does not convert an existing structure. C. The application shall comply with the guidelines within the Commercial, Lodging and Historic District Design Objectives and Guidelines as determined by the appropriate Commission. The guidelines set forth design review criteria, standards and guidelines that are to be used in making determinations of appropriateness. The City shall determine when a proposal is in compliance with the criteria, standards and guidelines. Although these criteria, standards and guidelines are relatively comprehensive, there may be circumstances where alternative ways of meeting the intent of the policy objectives might be identified. In such a case, the City must determine that the intent of the guideline is still met, albeit through alternative means. 6.35 A new building shall reflect the traditional lot width (30 ft.) as expressed by two or more of the following:  Variation in height at internal lot lines  Variation in the plane of the front façade  Street façade composition  Variation in architectural detailing and materials t o emphasize the building module Not applicable. The proposed building reflects the 14 ft. lot width of the property. 6.36 The detailed design of the building façade should reflect the traditional scale and rhythm of the block. This should be achieved using all of the following:  The fenestration grouping  The modeling of the façade  The design framework for the first floor storefront  Variation in architectural detail and/or the palette of façade materials A traditional one story commercial building with a large storefront and a false front façade is proposed. The large storefront, recessed entry, and verticality reflect the traditional scale and rhythm of the block, specifically the adjacent landmark at 413 East Hyman. The proposed architecture highlights the adjacent historic landmark through the use of simple and similar features to not overshadow or dominate the streetscape. 6.37 Divide a larger building into “modules” that are similar in width to buildings seen historically.  Where a building is planned to exceed one lot width, use a change in design features to suggest the traditional building widths. Changes i n façade material, window design, façade height or decorative details are examples of techniques that should be used. These variations Exhibit A Final Commercial Design Review Page 5 of 11 should be expressed throughout the depth o f the structure, including its roof, such that the composition appears t o b e a collection o f smaller buildings. Not applicable. 6.38 Buildings should be designed to reflect the architectural hierarchy and articulation inherent in the composition of the street façade. All of the following should be addressed:  The design and definition of the traditionally tall first floor  T h e proportions of the upper level fenestration pattern  The completion of the sheer street façade(s) with capping cornice or other horizontal modeling Not applicable. This is a one story building. 6.39 A building should reflect the three dimensional characteristics o f the street façade in the strength and depth of modeling, fenestration and architectural detail. Three dimensional characteristics of the street façade are proposed through glazed and unglazed brick, recessed entry door, and a fabric awning. 6.40 Maintain the repetition of similar shapes and details along the block.  Upper story windows should have a vertical emphasis. In general, they should be twice as tall as they are wide.  Headers and sills of windows on new buildings should maintain the traditional placement relative to cornices and belt courses. There is no second story proposed; however, the first floor storefront aligns with the adjacent landmark storefront. 6.41 Maintain the pattern created by recessed entry ways that are repeated along a block.  Set the door back from the front façade approximately 4 feet. This is an adequate amount to establish a distinct threshold for pedestrians.  Where entries are recessed, the building line at the sidewalk edge should be maintained by the upper floor(s).  Use transoms over doorways to maintain the full vertical height of the storefront. A recessed entry is proposed. The door is setback 3 ft. which reinforces the pattern of recessed entries. 6.42 The general alignment o f horizontal f e a t u r e s o n building fronts should b e maintained.  Typical elements that align include window m oldings, tops o f dis play windows, cornices, copings and parapets at the tops of buildings. Exhibit A Final Commercial Design Review Page 6 of 11  When large buildings are designed to appear as several buildings, there should be some slight variation in alignments between the façade elements. The proposed storefront aligns with the adjacent landmark to the east (413 E. Hyman) as shown below in Figure 2. 6.43 Any new building shall be designed to maintain a minimum of 9 feet from floor to ceiling on all floors. The tall one story building exceeds the minimum floor to ceiling height of 9 ft. The interior floor to ceiling height is 14 ft for the commercial space. 6.44 Maintain the distinction between the street level and upper floors.  No upper floor shall be taller than the first floor.  Floor-to-floor heights should appear to be similar to those seen historically. In particular, the windows in new construction should appear similar in height to those seen traditionally.  The first floor of the primary façade should be predominantly transparent glass.  Upper floors should be perceived as being more opaque than the street level. Upper story windows should have a vertical emphasis.  Highly reflective or darkly tinted glass is inappropriate. Figure 2: Rendering showing alignment of storefront with 413 E. Hyman Ave. Exhibit A Final Commercial Design Review Page 7 of 11  Express the traditional distinction in floor heights between street levels and upper levels through detailing, materials and fenestration. The presence of a belt course is an important feature in this relationship. Not applicable. 6.45 A new building should be designed to maintain the stature of traditional street level retail frontage.  This should be 13-15 ft. in floor to floor height on the first floor.  The minimum required first floor height must be maintained for at least the first 50 foot depth of the lot, and may only be dropped to a lower height beyond that point for areas that are devoted to storage, circulation, offices, restaurant kitchens, alley commercial spaces, or similar secondary uses. A floor to ceiling height of 14 ft. is proposed. The building reads similar to the adjacent 413 East Hyman Avenue landmark as a tall one story building. 6.46 Minimize the appearance of a tall third floor.  Where a third floor height is in excess of 12 ft., it should be set back a minimum of 15 ft. from the street façade to reduce the apparent height.  Increase the parapet height to screen the visual impact of a tall top floor.  The design of a set back third floor shall be simpler in form, more subdued in modeling, detail and color than the primary façade. Not applicable. 6.47 The first floor façade and retail frontage should be designed to concentrate interest at the street level, using the highest quality of design, detailing and materials.  The framework for the first floor of the façade, as identified in architectural tradition as characteristic first floor design.  An entryway, door and transom light designed to use the full storefront height.  A distinct change in the palette of materials used for the first floor design framework.  The depth and strength of the modeling of elements and details. 6.48 The re t ail entrance sho uld b e a t the sidewalk level.  All entrances shall be ADA compliant.  On sloping sites the retail frontage should be designed to maintain as close to a level entrance as possible. Interest is concentrated at street level through the large storefront windows. Simple, clean detailing is proposed, and the entrance is at sidewalk level. 6.49 Incorporate an airlock entry into the plan for all new structures.  An airlock entry that projects forward of the primary façade at the sidewalk edge is inappropriate. Exhibit A Final Commercial Design Review Page 8 of 11  Adding temporary entries during the winter season detracts from the character of the historic district.  Using a temporary vinyl or fabric "airlock" to provide protection from winter weather is not permitted. An internal air curtain is proposed as shown on Sheet A - 111. 6.50 Window area along the first floor shall be a minimum of 60% of exterior street façade area when facing principal street(s). Windows along the first floor are a minimum of 60% of the street façade. 6.51 A building shall be designed to maintain or create the character and transparency of the traditional street level retail frontage. This shall be achieved using more than one of the following:  A traditional recessed retail entrance  Retail display cases  Appr opriat ely desig ned sig nag e and lighting A traditional recessed retail entrance, a transparent storefront and appropriately designed signage are proposed. 6.52 Design of the first floor storefront should include particular attention to the following:  The basic elements and proportions of storefront design  Depth and strength of modeling  The palette of materials and finishes used in both the structural framework and the storefront window  The concentration of architectural detail to ensure a rich visual experience  The careful and complementary use of signage and lettering to enhance the retail and downtown character  The careful use of lighting to accentuate visual presence. Design of the storefront includes traditional proportions, simple detailing, a traditional fabric awning and complementary signage location that enhances downtown character. 6.53 Side and rear building façades should be designed and articulated to reduce the apparent scale of the building and create visual interest. Side facades are not visible. The rear façade has been redesigned to provide visual interest through high quality materials. 6.54 Side and rear façades providing retail frontage shall include a distinct definition of the first floor, fenestration, design articulation, and/or display cases. 6.55 Retail frontage facing onto side courts or rear alleys should follow similar design principles to street frontage, adjusted for the scale of the space. Exhibit A Final Commercial Design Review Page 9 of 11 6.56 Special features that highlight buildings on corner lots may be considered.  Develop both street elevations to provide visual interest to pedestrians.  Corner entrances, bay windows and towers are examples of elements that may be considered to emphasize corner locations.  Storefront windows, display cases and other elements that provide visual interest t o façades along side s t reet s a re also appropriate. 6.57 A larger building should reflect the traditional lot width in the form and variation of its roof in order to maintain the scale of the area. This should be achieved through the following:  A set back of the top floor from the front façade  Reflect the traditional lot width in the roof plane Guidelines 6.54 – 6.57 are not applicable. 6.58 The roofscape should be designed with the same design attention as the secondary elevations of the building.  Group and screen mechanical units from view.  Locate mechanical equipment to the rear of the roof area.  Position, articulate and design rooftop enclosure s o r structures t o reflect the modulation and character of the building.  Use materials which complement the design of the building façades  Design roof garden areas to be unobtrusive from the street.  Use 'green roof' design best practice, where feasible. Mechanical equipment is grouped to minimize visual impacts. Screens are not proposed at this time. 6.59 High quality, durable materials should be employed.  The palette of materials proposed for all development should b e specified and approved as part of the general and detailed development approvals process, including samples of materials as required. 6.60 Building materials should have these features:  Convey the quality and range of materials seen historically  Reduce the scale and enhance visual interest  Convey human scale  Have proven durability and weathering characteristics within this climate 6.61 The palette of materials used for new buildings within the core should reflect the predominantly masonry (brickwork and natural stonework) palette of this area. 6.62 A building or additions to a building should reflect the quality and the variation traditionally found in these materials within the central commercial core. Exhibit A Final Commercial Design Review Page 10 of 11 6.63 Where contemporary materials are used they shall be:  High quality in durability and finish  Detailed to convey a human scale  Compatible with a traditional masonry palette 6.64 Materials used for third floor accommodation set back from the street façades(s) should be more subdued than the primary façades. The material palette includes primarily brick and glass on the front façade. Two types of brick are proposed: hand molded typical brick and a decorative glazed brick. This high quality material adds interest to the false front and is a modern interpretation of traditional 19th century commercial landmarks. The material palette reflects traditional materials found in the Historic District. 6.65 Paving and landscaping should be designed to complement and enhance the immediate setting of the building and area. Paving and landscaping is not proposed on the property. The applicant proposes to work with the Parks Department to improve the right of way (Pedestrian Malls) in the immediate vicinity of the property. 26.412.070. Suggested design elements. The following guidelines are building practices suggested by the City, but are not mandatory. In many circumstances, compliance with these practices may not produce the most desired development, and project designers should use their best judgment. A. Signage. Signage should be integrated with the building to the extent possible. Integrated signage areas already meeting the City's requirements for size, etc., may minimize new tenant signage compliance issues. Common tenant listing areas also serves a public way- finding function, especially for office uses. Signs should not block design details of the building on which they are placed. Compliance with the City's sign code is mandatory. The building is designed for one tenant. Signage is proposed to be integral to the design of the building. The size of the sign is proportional to the building width. The property is committed to meeting the City’s sign code. B. Display windows. Display windows provide pedestrian interest and can contribute to the success of the retail space. Providing windows that reveal inside activity of the store can provide this pedestrian interest. Large display windows face Hyman Mall and provide pedestrian interest. C. Lighting. Well-lit (meaning quality, not quantity) display windows along the first floor create pedestrian interest after business hours. Dynamic lighting methods designed to catch attention can cheapen the quality of the downtown retail environment. Illuminating certain important building elements can provide an interesting effect. Significant light trespass should be avoided. Illuminating the entire building should be avoided. Compliance with the City's Outdoor lighting code, Section 26.575.150 of this Title, is mandatory. Exhibit A Final Commercial Design Review Page 11 of 11 A lighting plan is provided in the application. A simple recessed can is proposed in the recessed entry along Hyman Avenue which meets City Lighting Code. A gooseneck fixture is proposed to light the wall sign. All lighting shall meet the City’s Lighting Code. Exhibit B - HPC Major Development Final for 411 East Hyman Ave. 26.415.070 Development Involving designated historic property or property within a historic district. No building, structure or landscape shall be erected, constructed, enlarged, altered, repaired, relocated or improved involving a designated historic property or a property located within a Historic District until plans or sufficient information have been submitted to the Community Development Director and approved in accordance with the procedures established for their review. An application for a building permit cannot be submitted without a development order. The project is in the final step of the land use review process to request a development order. 26.415.060.B.2 Design Guidelines The City of Aspen Historic Preservation Design Guidelines, as amended, which are on file with the Community Development Department, will be used in the review of requests of certificates of no negative effect or certificates of appropriateness. Conformance with the applicable guidelines and the common development review procedures set forth in Chapter 26.304 will be necessary for the approval of any proposed work. Final Commercial Design Standard Review uses the same design guidelines for the Commercial Core Historic District and the Historic Preservation Design Guidelines. As described below and in Exhibit A, the project conforms with the Historic Preservation Design Guidelines/ Commercial, Lodging and Historic District Design Guidelines and Objectives. 12.1 Address accessibility compliance requirements while preserving character defining features of historic buildings and districts. • All new construction must comply completely with the International Building Code (IBC) for accessibility. Special provisions for historic buildings exist in the law that allow some flexibility when designing solutions which meet accessibility standards. The proposed building meets accessibility requirements. 12.2 Original light fixtures must be maintained. When there is evidence as to the appearance of original fixtures that are no longer present, a replication is appropriate. • There are no historic light fixtures on the non-historic building. Proposed light fixtures and a lighting plan are included in the application packet for review by HPC. Not applicable. 12.3 Exterior light fixtures should be simple in character. • The design of a new fixture should be appropriate in form, finish, and scale with the structure. • New fixtures should not reflect a different period of history than that of the affected building, or be associated with a different architectural style. • Lighting should be placed in a manner that is consistent with the period of the building, and should not provide a level of illumination that is out of character. • One light adjacent to each entry is appropriate on an Aspen Victorian residential structure. A recessed fixture, surface mounted light, pendant or sconce will be considered if suited to the building type or style. • On commercial structures and AspenModern properties, recessed lights and concealed lights are often most appropriate. A simple recessed can light is proposed at the commercial entrance along Hyman Mall. A gooseneck fixture is proposed to light the sign. 12.4 Minimize the visual impacts of utilitarian areas, such as mechanical equipment and trash storage. • Place mechanical equipment on the ground where it can be screened. • Mechanical equipment may only be mounted on a building on an alley façade. • Rooftop mechanical equipment or vents must be grouped together to minimize their visual impact. Where rooftop units are visible, it may be appropriate to provide screening with materials that are compatible with those of the building itself. Use the smallest, low profile units available for the purpose. • Window air conditioning units are not allowed. • Minimize the visual impacts of utility connections and service boxes. Group them in a discrete location. Use pedestals when possible, rather than mounting on a historic building. • Paint mechanical equipment in a neutral color to minimize their appearance by blending with their backgrounds • In general, mechanical equipment should be vented through the roof, rather than a wall, in a manner that has the least visual impact possible. • Avoid surface mounted conduit on historic structures. Mechanical equipment is proposed on the roof and is grouped as closely as possible on such a small lot. Screening is not proposed at this time. 12.5 Awnings must be functional. • An awning must project at least 3 feet, and not more than 5 feet from the building façade. • An awning may only be installed at a door or window and must fit within the limits of the door or window opening. • Awnings are inappropriate on AspenModern properties unless historic evidence shows otherwise. 12.6 Signs should not obscure or damage historic building fabric. • Where possible, install a free standing sign that is appropriate in height and width. Consolidate signage for multiple businesses. • Mount signs so that the attachment point can be easily repaired when the sign is replaced. Do not mount signage directly into historic masonry. • Blade signs or hanging signs are generally preferred to wall mounted signs because the number of attachment points may be less. • Signs should be constructed of wood or metal. • Pictographic signs are encouraged because they add visual interest to the street. Not applicable. 12.7 Sign lighting must be subtle and concealed. • Pin mounted letters with halo lighting will not be approved on Aspen Victorian buildings. • The size of a fixture used to light a sign must be minimized. The light must be directed towards the sign. If possible, integrate the lights into the sign bracket. Not applicable. 12.8 Locate signs to be subordinate to the building design. • Signs should be located on the first floor of buildings, primarily. • Signs should not obscure historic building details. The proposed sign is part of the building design and provides interest in a traditional manner on the false front. 12.9 Preserve historic signs. Not applicable. City of Aspen Community Development Department Aspen Historic Preservation Land Use Packet City of Aspen|130 S. Galena Street.| (970) 920 5090 Historic Land Use Application Requirements, Updated: March 2016 ATTACHMENT 2 - Historic Preservation Land Use Application PROJECT: Name: Location: (Indicate street address, lot & block number or metes and bounds description of property) Parcel ID # (REQUIRED)___________________________________________________________ Applicant: Name: Address: Phone #: _______________________Fax#:___________________E-mail:_______________________________________________ REPRESENTATIVE: Name: Address: Phone #: _______________________Fax#:___________________E-mail:________________________________________________ TYPE OF APPLICATION: (please check all that apply): Historic Designation Certificate of No Negative Effect Certificate of Appropriateness -Minor Historic Development -Major Historic Development -Conceptual Historic Development -Final Historic Development -Substantial Amendment Relocation (temporary, on or off-site) Demolition (total demolition) Historic Landmark Lot Split EXISTING CONDITIONS: (description of existing buildings, uses, previous approvals, etc.) ___________________________________________________________________________________________________________ PROPOSAL: (description of proposed buildings, uses, modifications, etc.) ________________________________________________________________________________________________________ 411 E. Hyman Avenue 411 East Hyman Ave., East fourteen feet (E14') of Lot C, Block 89, City and Townsite of Aspen, Colorado 2737-182-16-005 411 East Hyman Avenue LLC, a Colorado Limited Liability Company c/o Mark Hunt 2001 N. Halsted St., Suite 304 Chicago, IL 60614 312-850-1680 mhunt@mdevco.com Dwayne Romero, Romero Management 1340 Mountain View Drive, Aspen CO 81611 618-8880 dwayneromero65@gmail.com two story mixed use non-historic building demolition of existing building and construction of new one story commeical building with single tenant space. Exhibit C City of Aspen Community Development Department Aspen Historic Preservation Land Use Packet City of Aspen|130 S. Galena Street.| (970) 920 5090 Historic Land Use Application Requirements, Updated: March 2016 General Information Please check the appropriate boxes below and submit this page along with your application. This information will help us review your plans and, if necessary, coordinate with other agencies that may be involved. YES NO   Does the work you are planning include exterior work; including additions, demolitions, new construction, remodeling, rehabilitation or restoration?   Does the work you are planning include interior work, including remodeling, rehabilitation, or restoration?   Do you plan other future changes or improvements that could be reviewed at this time?   In addition to City of Aspen approval for a Certificate of Appropriateness or No Negative Effect and a building permit, are you seeking to meet the Secretary of the Interior’s Standards for Rehabilitation or restoration of a National Register of Historic Places Property in order to qualify for state or federal tax credits?   If yes, are you seeking federal rehabilitation investment tax credits in Conjunction with this project? (Only income producing properties listed on the National Register are eligible. Owner-occupied residential properties are not.)   If yes, are you seeking the Colorado State Income Tax Credit for Historical Preservation? Please check all City of Aspen Historic Preservation Benefits which you plan to use:  Rehabilitation Loan Fund  Conservation Easement Program  Dimensional Variances  Increased Density  Historic Landmark Lot Split  Waiver of Park Dedication Fees  Conditional Uses  Tax Credits  Exemption from Growth Management Quota System City of Aspen Community Development Department Aspen Historic Preservation Land Use Packet City of Aspen|130 S. Galena Street.| (970) 920 5090 Historic Land Use Application Requirements, Updated: March 2016 ATTACHMENT 3 - Dimensional Requirements Form (Item #10 on the submittal requirements key. Not necessary for all projects.) Project: Applicant: Project Location: Zone District: Lot Size: Lot Area: (For the purposes of calculating Floor Area, Lot Area may be reduced for areas within the high water mark, easements, and steep slopes. Please refer to the definition of Lot Area in the Municipal Code.) Commercial net leasable: Existing:__________Proposed:_________________ Number of residential units: Existing:__________Proposed:_________________ Proposed % of demolition: __________ DIMENSIONS: (write N/A where no requirement exists in the zone district) Floor Area: Height Existing:_________Allowable:__________Proposed:________ Principal Bldg.: Existing:_________Allowable:__________Proposed:________ Accessory Bldg.: Existing:_________Allowable:__________Proposed:________ On-Site parking: Existing:_________Required:___________Proposed:________ % Site coverage: Existing:_________Required:___________Proposed:________ % Open Space: Existing:_________Required:___________Proposed:________ Front Setback: Existing:_________Required:___________Proposed:________ Rear Setback: Existing:_________Required:___________Proposed:________ Combined Front/Rear: Indicate N, S, E, W Existing:_________Required:___________Proposed:________ Side Setback: Existing:_________Required:___________Proposed:________ Side Setback: Existing:_________Required:___________Proposed:________ Combined Sides: Existing:_________Required:___________Proposed:________ Distance between buildings: Existing:_________Required:___________Proposed:________ Existing non-conformities or encroachments and note if encroachment licenses have been issued: _____________________________________________________________________________ _____________________________________________________________________________ Variations requested (identify the exact variances needed): ______________________________ ______________________________________________________________________________ 411 E. Hyman Avenue 411 East Hyman Avenue LLC, a Colorado Limited Liability Company 411 E. Hyman Avenue CC, Commercial Core Historic District 14' x 100' 1,400 sf 767 827 1 0 about 100 % 1,565 2,800 968 28'20' 2" to top of parapet n/a n/a 1 0.827 cash in lieu by right n/a 0% public amenity 10%off-site improvements to ROW 0 0 0 0 0 0 0 0 0 0 existing west bulding line encroaches 0.2' none Exhibit D 302 304 308 307 309 316 314 312 320 400325 205 501 201 510 219 217 211 209 203 420 400 400 406 305 428 432 419 415411 220 230 433 303 305 430 228 218 414410 416 431 407 401 308 413409 426 465461 457 453 449 445441431 407 411 205 213 221 320 314 301 315 307 312 300 411 East Hyman Vicinity Map May 31, 2016 0 0.015 0.030.0075 mi 0 0.03 0.060.015 km 1:1,128 Exhibit G Exhibit H BUS_RE/6038302.1 730 East Durant Avenue, Suite 200, Aspen, Colorado 81611 Telephone: 970.925.6300 Fax: 970.925.1181 www.shermanhoward.com Curtis B. Sanders Sherman & Howard L.L.C. Direct Dial Number: 970.300.0114 E-mail: csanders@shermanhoward.com May 25, 2016 City of Aspen Community Development Department 130 South Galena Street Aspen, Colorado 81611 Re: 411 East Hyman Avenue, LLC; Certificate of Ownership Dear Sir or Madam: I am an attorney licensed by the State of Colorado to practice law. This letter shall confirm and certify that 411 East Hyman Avenue, LLC, a Colorado limited liability company, is the owner of certain improved real property located at 411 East Hyman Avenue, Aspen, Colorado 81611, and legally described as follows (the "Subject Property"): The East fourteen feet (E 14') of Lot C, Block 89, City and Townsite of Aspen, County of Pitkin, State of Colorado. The Subject Property is subject to the following matters of record: 1. Reservations and exceptions as set forth in the Deed from the City of Aspen recorded in Book 59 at Page 98 providing as follows: "That no title shall be hereby acquired to any mine of gold, silver, cinnabar or copper or to any valid mining claim or possession held under existing laws". 2. Terms, conditions, provisions and obligations as set forth in Agreement recorded May 9, 1962 in Book 197 at Page 396. 3. Deed of Trust, Assignment of Leases and Rents and Security Agreement dated as of July 7, 2014 between Jefferies Loancore LLC and 411 East Hyman Avenue, LLC recorded July 11, 2014 as Reception No. 611758. 4. Assignment of Leases and Rents dated as of July 7, 2014 between Jefferies Loancore LLC and 411 East Hyman Avenue, LLC recorded July 11, 2014 as Reception No. 611759. Exhibit I 2 BUS_RE/6038302.1 5. UCC-1 Financing Statement of Jefferies Loancore LLC recorded July 11, 2014 as Reception No. 611760. 6. Terms, conditions, provisions and obligations as set forth in the Assignment of Deed of Trust, Assignment of Leases and Rents and Security Agreement dated as of August 28, 2014 between Jefferies LoanCore LLC as assignor and JLC Warehouse V LLC as assignee recorded August 24, 2015 as Reception No.662665. 7. Terms, conditions, provisions and obligations as set forth in the Assignment of Assignment of Leases and Rents dated as of August 28, 2014 between Jefferies Loancore LLC as assignor and JLC Warehouse V LLC as assignee recorded August 24, 2015 as Reception No. 622666. 8. Terms, conditions, provisions and obligations as set forth in the UCC Financing Statement Amendment recorded August 24, 2015 as Reception No. 622667. 9. Terms, conditions, provisions and obligations as set forth in the Assignment of Deed of Trust, Assignment of Leases and Rents and Security Agreement dated as of July 22, 2015 between JLC Warehouse V LLC as assignor and DIVCORE CLO 2013-1 LTD. as assignee recorded August 24, 2015 as Reception No. 622676 10. Terms, conditions, provisions and obligations as set forth in Assignment of Assignment of Leases and Rents dated as of July 22, 2015 between JLC Warehouse V LLC as assignor and DIVCORE CLO 2013-1 LTD. as assignee recorded August 25, 2015 as Reception No. 622677. 11. Terms, conditions, provisions and obligations as set forth in the UCC Financing Statement Amendment recorded August 25, 2015 as Reception No. 622678. This letter shall further confirm that as the owner of the Subject Property, 411 East Hyman Avenue, LLC has the right and authority to file and pursue land use applications, variance requests, and other requests with the City of Aspen with respect to the Subject Property. Sincerely, Curtis B. Sanders Exhibit J Exhibit K Exhibit L Exhibit M ASLU Planned Development 310 & 330 E. Main Street PID # 1 CITY OF ASPEN PRE-APPLICATION CONFERENCE SUMMARY PLANNER: Justin Barker, 970.429.2797 DATE: 5.26.16 PROJECT: 411 E. Hyman REPRESENTATIVE: Mitch Haas DESCRIPTION: 517 E. Hopkins is located on the east 14’ of Lot C, Block 89 of the City and Townsite of Aspen. This 1,400 square foot property is located in the Commercial Core Historic District, but the building on site has no historic significance. HPC granted Conceptual approval for demolition and construction of a new commercial structure (Resolution #20, Series of 2015) on June 10, 2015. Notice of Call Up was provided to City Council on July 27, 2015. Council called up the HPC conceptual approval, and decided to uphold the HPC approval. The last review step is HPC for Final design reviews (landscape, lighting, fenestration and materials). This property is subject to the Commercial Core Historic District character area guidelines. Resolution 20, Series of 2015 included three (3) additional conditions to be completed prior to Final Review: 1. The Applicant shall further study the storefront entrance to increase the height of the glazing, similar to traditional storefronts in downtown. 2.The Applicant shall further study the height and detailing of the cornice. 3.The Applicant shall further study the alley façade to create more visual interest. Below are links to the Land Use Code for your convenience: Land Use Code: http://www.aspenpitkin.com/Departments/Community-Development/Planning-and-Zoning/Title-26-Land-Use-Code/ HPC Design Guidelines: http://www.aspenpitkin.com/Departments/Community-Development/Historic-Preservation/Historic-Properties/ Relevant Land Use Code Section(s): 26.304 Common Development Review Procedures 26.412 Commercial Design Standards 26.415.070 Development involving designated properties (Major) 26.515 Off-street parking 26.575.020 Calculations and Measurements 26.610 Impact fees 26.710.140 Commercial Core (CC) Review by: Staff for completeness and recommendations. HPC for determination. Public Hearing: Yes, at Final HPC review. Referral Agencies: none. Planning Fees: $3,250 for 10 billable hours (additional or less billable hours are at $325 per hour). Referral Fees: none. Total Deposit: $3,250 Exhibit N 2 To apply for Final, first submit one copy of the following information: Completed Land Use Application and signed fee agreement. Pre-application Conference Summary (this document). Street address and legal description of the parcel on which development is proposed to occur, consisting of a current (no older than 6 months) certificate from a title insurance company, an ownership and encumbrance report, or attorney licensed to practice in the State of Colorado, listing the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts and agreements affecting the parcel, and demonstrating the owner’s right to apply for the Development Application. Applicant’s name, address and telephone number in a letter signed by the applicant that states the name, address and telephone number of the representative authorized to act on behalf of the applicant. HOA Compliance form (Attached). Documentation showing the proposal meets all Transportation Mitigation Requirements as outlined in the City’s Transportation Impact Analysis Guidelines and Mitigation Tool, available online at: http://www.aspenpitkin.com/Departments/Community-Development/Planning-and-Zoning/Recent-Code- Amendments/. A copy of the tool showing trips generated and the chosen mitigation measures should be included with the application. List of adjacent property owners within 300’ for public hearing. Prior approvals. Site improvement survey including topography and vegetation showing the current status, certified by a registered land surveyor, licensed in the state of Colorado. Scaled drawings of all proposed structure(s) or addition(s) depicting their form, including their height, massing, scale, proportions and roof plan; and the primary features of all elevations. Final selection of all exterior materials, and samples or clearly illustrated photographs. Samples are preferred for the presentation to HPC. Lighting plan and landscape plan. Supplemental materials to provide a visual description of the context surrounding the designated historic property or historic district including at least one (1) of the following: diagrams, maps, photographs, models or streetscape elevations. A written description of the proposal and an explanation of how the proposed development, complies with the review standards and design guidelines relevant to the application. Written responses to all review criteria. Once the copy is deemed complete by staff, the following items will then need to be submitted: 3 One additional complete copy of the application, including all items listed above. 12 sets of all graphics, printed at 11”x17.” Total deposit for review of the application. A digital copy of the application provided in pdf file format. Applicants are advised that building plans will be required to meet the International Building Code as adopted by the City of Aspen, the Federal Fair Housing Act, and CRS 9.5.112. Please make sure that your application submittal addresses these building-related and accessibility regulations. You may contact the Building Department at 920-5090 for additional information. Disclaimer: The foregoing summary is advisory in nature only and is not binding on the City. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. The summary does not create a legal or vested right. Pitkin County Mailing List of 300 Feet Radius Pitkin County GIS presents the information and data on this web site as a service to the public. Every effort has been made to ensure that the information and data contained in this electronic system is accurate, but the accuracy may change. Mineral estate ownership is not included in this mailing list. Pitkin County does not maintain a database of mineral estate owners. Pitkin County GIS makes no warranty or guarantee concerning the completeness, accuracy, or reliability of the content at this site or at other sites to which we link. Assessing accuracy and reliability of information and data is the sole responsibility of the user. The user understands he or she is solely responsible and liable for use, modification, or distribution of any information or data obtained on this web site. This document contains a Mailing List formatted to be printed on Avery 5160 Labels. If printing, DO NOT "fit to page" or "shrink oversized pages." This will manipulate the margins such that they no longer line up on the labels sheet. Print actual size. From Parcel: 273718216005 on 06/02/2016 Instructions: Disclaimer: http://www.pitkinmapsandmore.com Exhibit O BARNETT-FYRWALD HOLDINGS INC LITTLE ROCK, AR 722022017 2222 COTTONDALE LN #200 305-7 MILL STREET LLC CHICAGO, IL 60614 2001 NORTH HALSTED #304 MILL STREET PLAZA ASSOC LLC ASPEN , CO 81611 602 E COOPER #202 434 EAST COOPER AVENUE LLC CHICAGO, IL 60614 2001 N HALSTED STE 304 GALENA COOPER LLC ASPEN, CO 81611 401 S HUNTER ST #3 KANDYCOM INC ARCADIA, CA 91006 766 SINGING WOOD DR CARLSON BRUCE E TRUST ASPEN, CO 81612 PO BOX 3587 NORTON LLC BOCA RATON, FL 33431 2424 N FEDERAL HWY #210 WOODS FAMILY LP ASPEN, CO 81612 PO BOX 11468 407 HYMAN LLC ASPEN, CO 81611 416 MOORE DR COX JAMES E LIVING TRUST CAPITOLA, CA 95010 1260 41ST AVE #O 426 EAST HYMAN AVE LLC ASPEN, CO 81612 PO BOX 4068 MEYER BUSINESS BUILDING LLC BASALT, CO 81621 23655 TWO RIVERS RD 413 EAST HYMAN AVENUE LLC CHICAGO , IL 60614 2001 NORTH HALSTED #304 410 AH LLC ASPEN, CO 81612 PO BOX 4068 CITY OF ASPEN ASPEN, CO 81611 130 S GALENA ST COLLINS BLOCK LLC ASPEN, CO 81611 205 S GALENA ST BPOE ASPEN LODGE #224 ASPEN, CO 81611 210 S GALENA ST #31 G & K LAND CO LLC CARBONDALE, CO 81623 0167 WILLOW LN F & M VENTURES LLC ASPEN, CO 81611 415 E HYMAN AVE 415 EAST HYMAN AVE LLC ASPEN, CO 81612 PO BOX 4068 COTTONWOOD VENTURES I LLC ASPEN, CO 81611 419 E HYMAN AVE 419 EAST HYMAN AVENUE LLC CHICAGO, IL 60614 2001 NORTH HALSTED # 304 PARAGON PENTHOUSE LLC BEVERLY HILLS, CA 90212 9950 SANTA MONICA BLVD COTTONWOOD VENTURES II LLC ASPEN, CO 81611 419 E HYMAN AVE 419 AH LLC ASPEN, CO 81612 PO BOX 4068 WILLIAMS DEXTER M ASPEN, CO 81611 82 W LUPINE DR HALL CHARLES L ASPEN, CO 81612 PO BOX 1819 VALLEY INVESTMENTS LLC ASPEN, CO 81611 602 E COOPER #202 COTTONWOOD VENTURES II LLC DALLAS, TX 75201 300 CRESCENT CT #850 LINDNER PROPERTIES LLC BELLEVUE, WA 98008 17017 SE 26TH ST WHEELER BLOCK BUILDING LLC COLUMBIA, MO 65203 211 N STADIUM BLVD STE 201 DCGB LLC NEW YORK, NY 10019 610 WEST 52 ST CM LLC ASPEN, CO 81611 230 S MILL ST WENDELIN ASSOC PITTSFORD , NY 14534 1173 PITTSFORD VICTOR RD #250 FOOTLOOSE MOCCASIN MAKERS INC CANON CITY , CO 812129484 44 SILVERADO CT 400 EAST HYMAN LLC ASPEN, CO 81611 400 E HYMAN AVE # A202 MTN ENTERPRISES 80B EAGLE, CO 816315739 PO BOX 5739 DOLE MARGARET M ASPEN, CO 816111989 400 E HYMAN AVE #302 KANTZER TAYLOR M FAM TRST #1 MANHATTAN BEACH, CA 90266 216 SEVENTEENTH ST 400 HYMAN LLC BOCA RATON, FL 33496 6829 QUEENFERRY CIR 400 HYMAN LLC RIFLE, CO 816500351 PO BOX 351 MCDONALDS CORPORATION 05/152 GLENWOOD SPRINGS, CO 81601 142 TANAGER DR GORSUCH COOPER LLC VAIL, CO 81657 263 E GORE CREEK DR HUDSON KAREN DAY ASPEN, CO 81611 409 E COOPER AVE PEYTON MARI ASPEN, CO 81611 409 E COOPER #4 PROSPECTOR FRACTIONAL OWNERS ASSOC ASPEN, CO 81611 301 E HYMAN AVE #108 ASPEN GOLDEN HORN LLC BEVERLY HILLS, CA 90212 9420 WILSHIRE BLVD 4TH FL BRAND BUILDING LLC ASPEN, CO 81611 205 S GALENA ST BLAU JEFF T NEW YORK, NY 10023 60 COLUMBUS CR 19TH FL HINDERSTEIN FAM REV TRUST GREENBANK, WA 98253 4415 HONEYMOON BAY RD BRAND 13 LLC ASPEN, CO 81611 623 E HOPKINS AVE LEVY ASPEN RESIDENCE TRUST MIAMI BEACH, FL 33140 5959 COLLINS AVE WALL JANET REV TRUST ASPEN, CO 81611 205 S GALENA ST WHEELER SQUARE - CASPER FAMILY LLC ASPEN, CO 81611 315 E HYMAN KAUFMAN GIDEON I ASPEN, CO 81611 315 E HYMAN AVE STE 305 KAUFMAN GIDEON I ASPEN, CO 81611 315 E HYMAN AVE #305 GUIDOS SWISS INN LLC BASALT, CO 81621 23655 TWO RIVERS RD WHEELER SQUARE CONDO ASSOC ASPEN, CO 81611 315 E HYMAN AVE ASPEN COMMERCIAL CONDO ASSOC ASPEN, CO 81611 307 S MILL ST TOM THUMB BUILDING CONDO ASSOC ASPEN, CO 81611 400 E HYMAN AVE SILVER SLAM COMMERCIAL LLC NEW YORK, NY 10023 60 COLUMBUS CIR BRAND BUILDING CONDO ASSOC ASPEN, CO 81611 205 S GALENA ST COLLINS BLOCK CONDO ASSOC ASPEN, CO 81611 COMMON AREA 204 S MILL ST BPOE CONDO ASSOC ASPEN, CO 81611 210 S GALENA ST #31 DUVIKE CONDO ASSOC ASPEN, CO 81611 COMMON AREA 420 E HYMAN AVE GOLDEN HORN BUILDING CONDO ASSOC ASPEN, CO 81611 COMMON AREA 400 E COOPER AVE PARK PLACE CONDO ASSOC ASPEN, CO 81611 COMMON AREA 408 S MILL ST ROARING FORK CONDOS ASSOC ASPEN, CO 81611 COMMON AREA 415 E HYMAN AVE PARAGON BUILDING CONDO ASSOC ASPEN, CO 81611 COMMON AREA 419 E HYMAN AVE FIERCELY LOCAL ASPEN, CO 81611 328 E HYMAN AVE 314 HEXAGON LLC OLATHE, KS 66061 25880 W 104 TERR COLORADO MOUNTAIN NEWS MEDIA CO CARSON CITY, NV 89701 580 MALLORY WY 314-200 HEXAGON LLC OLATHE, KS 66061 25880 W 104 TERR MOTHER LODE CONDO ASSOC INC OLATHE, KS 66061 25880 W 104 TER 314-PH HEXAGON LLC OLATHE, KS 66061 25880 W 104 TERR MOTHER LODE CONDO ASSOC ASPEN, CO 81611 COMMON AREA 314 E HYMAN AVE 414 422 EAST COOPER AVENUE LLC CHICAGO, IL 60614 2001 N HALSTED #304