HomeMy WebLinkAboutFile Documents.535 E Hyman Ave.0125.2018.ACBK
Construction Management Plan
535 E. Hyman Ave. Unit 003-Basement Level
1. Project Introduction
1.1. Unit 003 located on the second floor of the Core building located at 535 E.
Hyman Ave will have walls added, electrical panel added along with mechanical
HVAC system. This space is 2,550 SF of floor area. Material staging will be
located on the south side of the building with in the alley access and long term
storage will be in the space itself.
1.2. Vicinity Map: QuickTime™ and a decompressorare needed to see this picture. QuickTime™ and a decompressorare needed to see this picture.
1.3. The property contains a mixed use building located in downtown Aspen on the
SW corner of Hyman and Hunter Ave. There is an existing occupied tenant
space in the basement of this building. The scope of this remodel will be
completed in 1 phase. We anticipate starting the project in the beginning of
December with the expectation of total project buildout taking no more than
three weeks. This building is serviced by public utilities. There are no plans for
upgrading any of the utility services.
2. Project Documentation
2.1. Adjacent properties will be notified of work and provided contact information via
the posting of the project sign the immediate neighbor will be notified of this
construction and informed on an as need basis of possible construction
impacts. This sign will include a brief scope of work and list contractor’s contact
information. Because impacts beyond the licensed ROW area are not
anticipated, specific notification and on-site meeting should not be necessary.
11/29/2018
2.2. A project sign will be posted on the entry door of the building with the
contractor's contact information.
2.3. Contact List:
Owner: Mocking Bird Interests Aspen, LLC
General Contractor: G.F.Woods Construction, Greg Woods (970) 544-1833 /
(970) 948-6483
Site Supervisor: Chris Dykes (970) 379-1282
Safety Officer: Chris Dykes (970) 379-1282
Traffic Officer: Chris Dykes (970) 379-1282
3. Project Implementation
3.1. Dates of Construction: Construction is expected to last 3 weeks (December 1,
2018 – December,21 2018) and will only occur on approved dates Monday
through Saturday.
3.2. Hours of Construction: Construction activity will only occur during the allowed
hours of 7:30AM and 5:30PM Mon - Friday and 9AM to 5PM on Saturdays.
3.3. Excavation will not occur or encroach within 5’ of the property line.
3.4. Project is all interior scope so no job site fencing will be installed.
3.5. Project shall uphold utmost respect for public health and welfare.
4. Project Management
4.1. Parking for subcontractors and GF Woods Construction employees will be
limited to street parking. Temporary material staging will be located on the south
side of the building in the alley as well.
4.2. Parking at the site is limited and is all metered. Carpooling and public transit will
be encouraged and utilized to the greatest extent practicable.
4.3. Map of Construction Management Plan is attached as Exhibit A.
5. Traffic Control
5.1. Traffic Control Supervisor will manage operations, if and when necessary.
5.2. Designated haul routes will be followed. Exhibit B
5.3. Maximum vehicle weight shall not exceed 10,000lbs.
5.4. Any traffic control required for deliveries will be coordinated with the City of
Aspen Engineering Department. Deliveries will not be scheduled outside of the
approved hours of construction. No more than one delivery truck can be
accommodated at any time. Deliveries will be unloaded via the entry doors on
the Hyman Ave in early morning hours or through the alleyway to the south of
the building.
5.5. A Traffic Control Plan is not included as road blockages or traffic stoppages are
not scheduled or anticipated due to the limited scope and nature of the project.
6. Pedestrian Protection
6.1. Pedestrian safety will be maintained per City Code Section 21.04.060, MUTCD
Chapter 6D, the Americans with Disability Act, and IBC Chapter 33.
7. Sediment and Erosion Control – NA
8. Fugitive Dust Control – N/A.
9. Emissions – All construction vehicles will be maintained and in good running order.
10. Noise Suppression
10.1. Construction noise will be limited to 80 decibels at the property line whenever
possible. And are not expected to be a concern with all construction activity
contained indoors.
10.2. Loud or obtrusive work will be completed during the approved hours of 9AM to
5PM (Monday through Friday only). Neighbors will be notified 3 days advance.
11/29/2018
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DEAN S
TS MILL STASPEN MTN RDMap prepared by Engineering and GIS Department
City of Aspen, CO 81611 May 4,2007
0 600300
Feet
Legend
Designated Heavy Haul Route
Roads
Parcels
City Boundary
OFFICIAL HEAVY HAUL ROUTE MAP
Exhibit B
11/29/2018
1 2 3 5
A
B
C
D
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4
SERVICE AREA
E
XIT S
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TIO
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44' - 9"
EXIT TO FIRST
FLOOR
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GO
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1
2
0' - 6 5/8
"
O V E R A LL D IA G O N A L
132' - 9 1 /4"SHAFT
3+5=8
2
26+4=30
4+1=5
4
4
4+1=571+2=73
73+1+5=79
(6' - 2")(10' - 6")
(7' - 0")(9' - 9")(22' - 9")43+26+1+1=71
(11' - 2")(13' - 2")
(8' - 9")
(6' - 5")
(2' - 1")
(8' - 6")(8' - 1")
(17' - 4")
(13' - 7")
(2' - 3")(6' - 2")
(14' - 7")
(16' - 7")4' - 3 3/8"OCCUPANCY STOR RM (S-2)
GROSS AREA 933 sq.ft.
OCCUPANT LOAD = 1/300
PER IBC 2015 TABLE 1004.1.2
EXIT P
OCCUPANTS 79
1 (4' - 0")(9' - 1")(8' - 11")(11' - 4")(9' - 2")
(10' - 4")
(7' - 11")(2' - 2")(2' - 3")(2' - 8")(2' - 0")
1
1
1
1
4
3(3' - 9")UNIT 002
UNIT 001
153 SF
OCC. LOAD = 1
UNIT 001-1
188 SF
OCC. LOAD = 1
UNIT 001-2
189 SF
OCC. LOAD = 1
UNIT 001-3
171 SF
OCC. LOAD = 1
UNIT 001-4
232 SF
OCC. LOAD = 1
UNIT 003
UNIT 003-1
EXIT STAIR TO
FIRST FLOOR
MAINTAIN EXISTING 2
HR FIRE ASSEMBLY
PER U.L. U419
OCCUPANCY A-3 GYMNASIUM
GROSS AREA 2,555 S.F.
OCCUPANT LOAD FACTOR = 50 GROSS
2,555/50 = 52 OCCUPANTS
PER IBC 2015 TABLE 1004.1.2
(23'-6")(1'-10")(6'-8")(43'-0")(25'-3")(1'-10")(1'-10")(1'-10")(6'-8")
(1 1 '-8 ")(17'-0")(4'-5")(11'-7")(0'-9")(5'-5")(2'-0")(9'-0")(11'-4")
52 26
26
26
43
1
1
1
CODE ANALYSIS LEGEND:
ONE HOUR FIRE WALL
TWO HOUR FIRE WALL
EXIT SIGN PER 2009 IBC SECTION 1006
FEC FIRE EXTINGUISHER CABINET
AREA BOUNDARY LINE
(SHOWN AT INSIDE FACE OF WALL FOR CLARITY -
OCCUPANT LOAD IS BASED ON IBC 2015 TABLE 1004.1.2)
EXIT PATH [DISTANCE OF TRAVEL]
OCCUPANT LOAD/
EXIT DISCHARGE
DIRECTION OF PATH
119 OCCUPANT LOAD
EXIT ACCESS
COMMON PATH OF EGRESS TRAVEL (CPET)
EXIT -
OCCUPANTS
-
DECISION POINT
START POINT
GENERAL NOTE:
1. SPRAY APPLIED FIRE PROOFING TO EQUAL 1 HOUR RATING AT ALL STEEL
STRUCTURAL MEMBERS TYP. - REFER TO STRUCTURAL DRAWINGS FOR STEEL
STRUCTURAL MEMBER LOCATION, TYPE, SIZE, AND LAYOUT.
( REFER TO UL DESIGN X795 FOR SPRAY THICKNESS SCHEDULE )
2. REFER TO DOOR AND WINDOW SCHEDULE FOR FIRE RATING ASSEMBLY ON
ALL FIRE RATED DOORS AND WINDOWS INCLUDING DOOR HARDWARES.
3. ALL WALL PARTITIONS WHICH ARE NOT SHOWING FIRE RATED ARE NON-
RATED ASSEMBLIES.
4. MAINTAIN ALL EXISTING FIRE RATED ASSEMBLIES - REFER TO U.L.
ASSEMBLIES FOR REQURIEMENTS
ISSUE:
SHEET:
DESCRIPTION:
SCALE:
c Rybak Architecture and Development, P. C., 2017
535 E. HYMAN AVE.
UNIT 003
ASPEN, COLORADO
As indicated
C:\Users\DAVE\Dropbox (Rybak Architecture)\RAD CURRENT PROJECTS\ASPEN CORE REVIT MODEL UPDATE\ASPEN CORE-T.I. PERMIT.rvt11/16/2018 5:22:03 PMA-011
BASEMENT
CODE PLAN T.I.
SOULCYCLE
PROGRESS 11/15/18
1/8" = 1'-0"1 BASEMENT CODE PLAN - SOULCYCLE T.I.
NORTH
3/16" = 1'-0"
CODE ANALYSIS LEGEND
3/16" = 1'-0"
CODE ANALYSIS NOTES
Work Area
1,113 sf
Area of
designated
construction.
Basement
Level-Unit
003-2,550sqft
Material Staging
and delivery area
E. Hyman Ave.
Hunter Ave
11/29/2018