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