NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
G-1.0
HOTEL [WE]STPORT
G-1.0 Cover Sheet
G-1.1-4 Information & Codes
Z-1.1-2 Zoning
C-1.1-4 Site Analysis
A-1.1-8 Architectural Panels
S-1.1-5 Structural
M-1.1 Mechanical
P-1.1 Plumbing
FP-1.1 Fire Protection
E-1.1 Electrical
AP-1.0 Acceptance
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
G-1.1
DECISIONSOCCUPANCY LOADSAND EGRESS CALCULATIONS
First Floor
Hotel 5,200/200 = 26 Occupants
Assembly 29,995/15 Net = 1,997 Occupants
Factory-Industrial (F-1) 16221/100 = 162 Occupants
Kitchen 1,793/200 = 8 Occupants
Total = 2,193 Occupants
Required Number of Exits 7*
Provided Number of Exits 7
Second Floor
Hotel 19,100/200 = 95 Occupants
Assembly 22839/15 Net = 1,522 Occupants
Total = 1,617 Occupants
Required Number of Exits 6*
Provided Number of Exits 6
Third Floor
Hotel 16460/200 = 82 Occupants
Fitness Room 904/50 = 18 Occupants
Mercantile 1,728/60 = 28 Occupants
Assembly (A-2) 22,839/20 = 1,141 Occupants
Total = 1,269 Occupants
Required Number of Exits 6*
Provided Number of Exits 6
Fourth Floor
Hotel 19,100/200 = 95 Occupants
Total = 95 Occupants
Required Number of Exits 2*
Provided Number of Exits 4
Fifth Floor
Hotel 19,100/200 = 95 Occupants
Total = 95 Occupants
Required Number of Exits 2*
Provided Number of Exits 4
Sixth Floor
Hotel 19,100/200 = 95 Occupants
Total = 95 Occupants
Required Number of Exits 2*
Provided Number of Exits 4
Seventh Floor
Hotel 19,100/200 = 95 Occupants
Total = 95 Occupants
Required Number of Exits 2*
Provided Number of Exits 4
Eighth Floor
Hotel 19,100/200 = 95 Occupants
Total = 95 Occupants
Required Number of Exits 2*
Provided Number of Exits 4
Ninth Floor
Hotel 19,100/200 = 95 Occupants
Total = 95 Occupants
Required Number of Exits 2*
Provided Number of Exits 4
Tenth Floor
Hotel 19,100/200 = 95 Occupants
Total = 95 Occupants
Required Number of Exits 2*
Provided Number of Exits 4
Eleventh Floor
Hotel 19,100/200 = 95 Occupants
Total = 95 Occupants
Required Number of Exits 2*
Provided Number of Exits 4
Twelfth Floor
Hotel 19,100/200 = 95 Occupants
Total = 95 Occupants
Required Number of Exits 2*
Provided Number of Exits 4
Building Codes and Requirements will be used from
those used in Baltimore, Maryland, and applied to the
site in the Westport district.
Occupancy Type: Residential: Type R-1
Construction Type: Type 1A
* Per Table 1021.1 of IBC 2009
Exit enclosures must have 2-hour fire-rated walls, as
stated in Section 1022.1.
Fire Protectiion System: Yes
Smoke Detection: Yes
Maximum Floor Area Allowances Per Occupant:
Assembly: 15 Net
Hotel: 200 Gross
Factory-Industrial: 100 Gross
Exit Enclosures:
Section 1022.1 requires that vertical exit enclosures
in buildings exceeding more than four stories have a
2-hour fire resistance rating.
Occupancy Square Footage/
Square Footage Per Occupant
Occupancy Square Footage/
Square Footage Per Occupant
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
G-1.2
DECISIONSOCCUPANCY LOADSAND EGRESS CALCULATIONSOccupancy Square Footage/
Square Footage Per Occupant
Occupancy Square Footage/
Square Footage Per Occupant Ninteenth Floor
Hotel 19,100/200 = 95 Occupants
Total = 95 Occupants
Required Number of Exits 2*
Provided Number of Exits 4
Twentieth Floor
Hotel 19,100/200 = _ Occupants
Total = _ Occupants
Required Number of Exits 2*
Provided Number of Exits 4
Rooftop
Assembly (A-4) 19,100/50 = 382 Occupants
Total = 382 Occupants
Required Number of Exits 2*
Provided Number of Exits 4
Required Egress Stair Width: 1,617 * 0.3” 81” (6 exits)
Provided Egress Stair Width: 84” (6 exits)
Required Other Egress: 1,617 * 0.2” 54” (6 exits)
Provided Other Egress: 54” (6 exits)
Maximum Distance to Egress: 250’ - 0”
Thirteenth Floor
Mechanical 19,100/300 = 63 Occupants
Total = 63 Occupants
Required Number of Exits 2*
Provided Number of Exits 4
Fourteenth Floor
Hotel 19,100/200 = 95 Occupants
Total = 95 Occupants
Required Number of Exits 2*
Provided Number of Exits 4
Fifteenth Floor
Hotel 19,100/200 = 95 Occupants
Total = 95 Occupants
Required Number of Exits 2*
Provided Number of Exits 4
Sixteenth Floor
Hotel 19,100/200 = 95 Occupants
Total = 95 Occupants
Required Number of Exits 2*
Provided Number of Exits 4
Seventeenth Floor
Hotel 19,100/200 = 95 Occupants
Total = 95 Occupants
Required Number of Exits 2*
Provided Number of Exits 4
Eighteenth Floor
Hotel 19,100/200 = 95 Occupants
Total = 95 Occupants
Required Number of Exits 2*
Provided Number of Exits 4
Building Codes and Requirements will be used
from those used in Baltimore, Maryland, and
applied to the site in the Westport district.
Occupancy Type: Residential: Type R-1
Construction Type: Type 1A
* Per Table 1021.1 of IBC 2009
Exit enclosures must have 2-hour fire-rated walls,
as stated in Section 1022.1.
Fire Protectiion System: Yes
Smoke Detection: Yes
Maximum Floor Area Allowances Per Occupant:
Assembly: 15 Net
Hotel: 200 Gross
Factory-Industrial: 100 Gross
Exit Enclosures:
Section 1022.1 requires that vertical exit enclo-
sures in buildings exceeding more than four
stories have a 2-hour fire resistance rating.
BALLROOM
BALLROOM
BALLROOM
BALLROOM
LOUNGE
BALLROO
KITCHEN
BALLROOM
KITCHEN
BALLROOM
KITCHEN
BALLROOM
LOUNGE
OFFICE
E R
MECH
MECH
MECH
MECH
AI
AID
MAID
MAI
EGRESS
RESS
PUBLIC
TOILETS
PUBLIC
TOILETS
PREFUNTION
PREFUNTION
UNGE
RESSR
110’
130’
85’ 75’
105’
PREFUNTIO
212’
184’
100’
100’
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
G-1.3
DECISIONSEGRESS CALCULATIONS
Building Codes and Requirements will be used from
those used in Baltimore, Maryland, and applied to the
site in the Westport district.
Occupancy Type: Residential: Type R-1
Construction Type: Type 1A
* Per Table 1021.1 of IBC 2009
Exit enclosures must have 2-hour fire-rated walls, as
stated in Section 1022.1.
Fire Protectiion System: Yes
Smoke Detection: Yes
Maximum Floor Area Allowances Per Occupant:
Assembly: 15 Net
Hotel: 200 Gross
Factory-Industrial: 100 Gross
Exit Enclosures:
Section 1022.1 requires that vertical exit enclosures
in buildings exceeding more than four stories have a
2-hour fire resistance rating.
DN
DN
DN
DN
GE
LOUNGE
EGRESS
MECH
MECH
MECH
OBBY
AR/LOUNGE
PUBLIC
TOILETS
PUBLIC
TOILETS MANAGER'S
OFFICE
BUSINESS
OFFICE
RECEPTION
PORTE
COCHERE
LOADING
DOCK
LAUN RY
COFF
SHOP
E S
COMMERCIAL
KITCHEN
CONFERENC
AID
AID
AID
MAID
^
GE
225’ MAXIMUM
TRAVEL DISTANCE
85’
50’
75’
75’
100’
100’
40’
130’
110’
105’
105’
110’
FIRST FLOOR EGRESS SECOND FLOOR EGRESS
TYPICAL HOTEL FLOOR EGRESS ROOF EGRESS
FITNESS
CENTER
MAID
MAID
MAID
MAI
EGRESS
EGRESS
EGRESS
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
EMPLOYEE
BREAK
ROOM
ECH
MECH
MECH
MECH
ROOFTOP
TERRACE
ROOFTOP
TERRACE
E
1" = 40'-0"
1
Level 3 ^
N
EGRESS
EGRESSE
D
75’
100’
85’
100’
110’
130’
105’
212’
184’
THIRD FLOOR EGRESS
GUEST
ROOMS
GUEST
ROOMS
GUEST
ROOM
ACCESSIBLE
GUEST ROOM
GUEST
ROOM
GUEST
ROOMS
GUEST
ROOMS
GUEST
ROOMS
GUEST
SUITE
MECH
MECH
MECH
MECH
MAID
MAID
EGRESS
EGRES
MAI
LOUNGE
E
85’
130’
75’
100’
110’
105’
ROOFTOP POOL
MECH
MECH
MECH
MECH
EGRESS
AI
AID
MAID
MAID
EL S
85’
130’
110’
105’
75’
100’
HORIZONTAL CIRCULATION
VERTICAL CIRCULATION
ELEVATOR
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
G-1.4
DECISIONSPLUMBING FIXTURE COUNTS
*Per Table 1021.1 Of IBC 2009
Plumbing fixtures determined based off of previously
found occupancies, and using Table B of Section 890.
Appendix A of the Illinois Plumbing Code.
Required fixture numbers were rounded up.
Third Floor
1,269 Occupants:
Male: 634
Female: 634
Water Closet:
Male: 6
Female: 9
Urinal:
Male: 3
Lavatory:
Male: 4
Female: 4
Drinking Fountains: 1
Thirteenth Floor
63 Occupants:
Male: 31
Female: 31
Water Closet:
Male: 1
Female: 1
Urinal:
Male: 1
Lavatory:
Male: 1
Female: 1
Drinking Fountains: 1
Hotel Floors
Mop Sink 1 per floor
Individual Room Requirements
Water Closet 1
Urinal None
Lavatory 1
Bathtub/Shower 1
Drinking Fountain None
First Floor
2,193 Occupants:
Male: 1,096
Female: 1,096
Water Closet:
Male: 11
Female: 15
Urinal:
Male: 4
Lavatory:
Male: 6
Female: 6
Drinking Fountains: 2
Second Floor
1,617 Occupants:
Male: 808
Female: 808
Water Closet:
Male: 7
Female: 11
Urinal:
Male: 4
Lavatory:
Male: 5
Female: 5
Drinking Fountains: 1
Rooftop
382 Occupants:
Male: 191
Female: 191
Water Closet:
Male: 3
Female: 5
Urinal:
Male: 2
Lavatory:
Male: 1
Female: 2
Drinking Fountains: 1
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
Z-1.1
DECISIONSZONINGANALYSIS
The City of Baltimore
https://www.google.com/maps/place/Baltimore,+M-
D/@39.3036307,-76.6064252,11.38z/data=!4m2!3m1!1s0x89c803aed6f483b7:0x-
44896a84223e758
ZoningArea 75
http://archive.baltimorecity.gov/Portals/0/agencies/egis/public%20downloads/zon-
ing_Sheet%2075.pdf
Proposed Site:Westport,Baltimore,MD
https://www.google.com/maps/place/Westport,+Baltimore,+MD+21230/@39.2618187,-76
.6298805,14.88z/data=!4m2!3m1!1s0x89c8033197ca05bb:0x63e9f3202262abe
Copyright © 2015
The Mayor and City Council of Baltimore Department of
Legislative Reference
All rights reserved
Department of Legislative Reference 626 City Hall
Baltimore, Maryland 21202
Tel: (410) 396-4730 F Fax: (410) 396-8483
Fire District #58
2425 Annapolis Road, 21230
(410) 396-1258 – 1923
Police District:Southern District
Commander: Major Brian Hance
Street Address: 10 Cherry Hill Road
Baltimore, Maryland 21225
Phone: 410-396-2499
Trash & Recycling Days
DAYTEXT: Tuesday/Thursday (Trash/Recycling)
TRASH DAY: Tuesday
RECYCLING: Thursday
LABEL: Tuesday/Thursday
-See more at: http://cityview.baltimorecity.gov/cv/#st-
hash.UX3VKH0b.dpuf
Landscape Regulations
Planning, Design, & Plan Submission
The extent of existing trees or forest, and any other environ-
mentally sensitive areas on the site must be shown on the
existing conditions plan, in accordance with Section 4-604
of the Zoning Code. All Protected Trees must be identified
on the existing conditions plan with the species, size, and
health shown and special conditions noted.
Site planning and architectural design techniques shall be
used to minimize impacts on areas with the most desir-
able trees and ensure that adequate room is provided for
construction access while protecting natural features and
minimizing site disturbance to the extent practicable.
§ 301.1
Carports or open porches.
A. If attached to the main building, a carport or a one-story
open porch, with or without a roof, may extend into any
required yard not more than 25% of the minimum required
depth of a front or rear yard or of the minimum required
width of a side yard. Any carport or open porch so extended
must be open on three sides.
[Bill Nos. 150-1983; 2-1992]
§ 100.5 Zoning classification for historic properties.
[Bill Nos. 112-1988; 72-2004; 137-2004]
The designation of any historic property, site or historic
district does not change the zoning classification or any re-
quirement with respect to that zoning classification, unless
specified otherwise in these regulations. However, plans
for renovation, reconstruction, alteration or demolition of
any structure on the Baltimore County Landmarks Preserva-
tion Commission’s preliminary or final landmarks list or in
a Baltimore County Landmarks Preservation Commission’s
historic district require special approvals as set forth in
Article 32, Title 7 of the Baltimore County Code.
Except for the signs permitted by Section 450, no other
signs or displays of any kind visible from the outside are
permitted.
Dwelling Unit Density
Application of maximum density standards to tract in one
zone. The maximum gross residential density permitted
in any one D.R. Zone shall control only as applied to the
total gross residential acreage within a subdivision tract,
and shall not apply to or establish minimum areas of lots
created by subdivision within such tract.
Analysis for a Luxury Hotel
Zoning District #75:B-2-3
Neighborhood Mixed-Use District
Westport neighborhood is designated as an area of
historic and cultural significance.
Maximum Structure Height
Business Zone: 40’ + Height
Industrial Zone: Unlimited
Applicable Building Code:
International Building Code 2012
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
Z-1.2
DECISIONSZONINGANALYSIS
http://places.findthehome.com/l/144913/Westport-Homes-Baltimore-MD
Parking Codes
§ 409.4
Access to parking spaces.
Vehicular travelways in off-street parking facilities where the
parking spaces are located in parking bays or parking lanes
shall be divided into driveways, with no direct access to park-
ing spaces, and aisles, providing direct access to adjoining
parking spaces.
A. Driveways shall be at least 12 feet in width for one-way
movements and at least 20 feet in width for two-way move-
ments.
B. All parking spaces shall adjoin and have direct access to an
aisle, except in the following cases:
1. In cases where vehicles will be parked by an attendant, the
Zoning Commissioner may approve a parking facility in which
up to 50% of all parking spaces do not adjoin and have direct
access to an aisle.
2. In office buildings less than 5,000 square feet, the Zoning
Commissioner may approve a plan in which spaces desig-
nated for employee use only do not have direct access to an
aisle.
§ 409.6
Required number of parking spaces.
A. General requirements. The standards set forth below shall
apply in all zones unless otherwise noted. If the required num-
ber of off-street parking spaces is not set forth for a particular
type of use, the Director of Permits, Approvals and Inspec-
tions shall determine the basis of the number of spaces to be
provided. If the number of spaces calculated in accordance
with this section results in a number containing a fraction, the
required number of spaces shall be the next highest whole
number.
[Bill Nos. 124-1993; 136-1996; 144-1997; 122-2010; 37-2015]
0.5 per dwelling unit for Senior Living Center
Parking and delivery areas shall be located in the side or rear
only for Hotel
§ 409.8
Design standards.
A. Requirements for parking facilities in all zones. All off-
street parking facilities shall be subject to the following
requirements:
1. Design, screening and landscaping. Design, screening
and landscaping shall be provided in accordance with the
Landscape Manual and all other manuals adopted pursu-
ant to § 32-4-404 of the Baltimore County Code.
[Bill No. 137-2004]
2. Surface. A durable and dustless surface shall be
provided and shall be properly drained so as not to create
any undesirable conditions.
3. Lighting. Any fixture used to illuminate any parking
facility shall be so arranged as to reflect the light away
from residential lots and public streets. Light standards
shall be protected from vehicular traffic by curbing or
landscaping.
4. Distance to street line. No parking space in a surface
parking facility for a nonresidential use shall be closer
than 10 feet to the right-of-way line of a public street,
excluding vehicle overhang, except that in the C.T. District
of Towson such setback is not required if the parking
facility is screened from the street in accordance with the
Landscape Manual.
5. Dead ends. All dead-end aisles shall be designed to
provide sufficient backup area for the end parking spaces.
6. All parking spaces must be striped. Striping shall be
maintained so as to remain visible.
Off-Street
For all newly-erected structures and all newly-etablished
uses of land, accessory off-street parking facilities must
be provided for that structure and use.
For residential uses shall be located within 300 feet
walking distance from the entrance.
Analysis for a Luxury Hotel
Design requirements for elderly/retirement housing
include as a minimum:
a. Elevators for multifamily structures over one
story in height;
b. emergency alarm systems in every dwelling
unit; and
c. safety “grab bars” in bathrooms.
Sidewalk Regulations
Curb Zone: 3’-5’
Pedestrian Zone: 6’ min.
Building Zone: 3’-4’
Setbacks:
Parking shall be set back at least 10 feet from the
property line, except that if the property line abuts
an alley, no setback is required if the alley does not
abut the front or rear yard of a residentially used
property.
FloorArea Ratio:
The maximum floor area ratio is .5.
Applicable Building Code:
International Building Code 2012
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
C-1.1
DECISIONSSITEANALYSIS
The proposed site is in the Westport neighborhood
of Baltimore, Maryland. It is a historically black
neighborhood, which resides along the waterfront
of the bay. The area consists of mostly row homes,
built in the 1920’s era. The area is also historically
known for its old Westport Stadium, which was the
home for Baltimore’s negro leaugue. The Baltimore
light rail system runs through the neighborhood,
with a stop near the proposed site. Interstates 95
and 295 both run by the area, and would serve as
primary means of travel for the site.
The goals for the site include, but are not limited to:
1. Minimize noise on the site by keeping most of
the existing vegetation, as well as by using taller
buildings as noise buffers.
2. Maximize views to the city and harbor by sloping
the site in a way that buildings closer to the exist-
ing Westport neighborhood also have sightlines.
3. The new town plan will follow a lot of the plan
from the existing neighborhood for consistency.
4. Site is primarily pedestrian-only, to encourage the
use of alternate methods of transportation, as well
as promote a greener lifestyle for the community.
Hardiness Zones 7 & 8
Sun Path Flood Plain
Climate Data Site Photos
Wind Rose
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
C-1.2
DECISIONSSITEANALYSIS
View to harbor
View to
downtown
Baltimore
Noise from
industrial
Noise from Interstate
Existing trees/
vegetation
Existing
vegetation
Proposed
Site
Westport
Residential
The proposed site is in the Westport neighborhood
of Baltimore, Maryland. It is a historically black
neighborhood, which resides along the waterfront
of the bay. The area consists of mostly row homes,
built in the 1920’s era. The area is also historically
known for its old Westport Stadium, which was the
home for Baltimore’s negro leaugue. The Baltimore
light rail system runs through the neighborhood,
with a stop near the proposed site. Interstates 95
and 295 both run by the area, and would serve as
primary means of travel for the site.
The goals for the site include, but are not limited to:
1. Minimize noise on the site by keeping most of
the existing vegetation, as well as by using taller
buildings as noise buffers.
2. Maximize views to the city and harbor by sloping
the site in a way that buildings closer to the exist-
ing Westport neighborhood also have sightlines.
3. The new town plan will follow a lot of the plan
from the existing neighborhood for consistency.
4. Site is primarily pedestrian-only, to encourage the
use of alternate methods of transportation, as well
as promote a greener lifestyle for the community.
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
C-1.3
DECISIONSSITE MASTER PLAN
The proposed site is in the Westport neighborhood
of Baltimore, Maryland. It is a historically black
neighborhood, which resides along the waterfront
of the bay. The area consists of mostly row homes,
built in the 1920’s era. The area is also historically
known for its old Westport Stadium, which was the
home for Baltimore’s negro leaugue. The Baltimore
light rail system runs through the neighborhood,
with a stop near the proposed site. Interstates 95
and 295 both run by the area, and would serve as
primary means of travel for the site.
The goals for the site include, but are not limited to:
1. Minimize noise on the site by keeping most of
the existing vegetation, as well as by using taller
buildings as noise buffers.
2. Maximize views to the city and harbor by sloping
the site in a way that buildings closer to the exist-
ing Westport neighborhood also have sightlines.
3. The new town plan will follow a lot of the plan
from the existing neighborhood for consistency.
4. Site is primarily pedestrian-only, to encourage the
use of alternate methods of transportation, as well
as promote a greener lifestyle for the community.
Community Center
Low-Rise Residential
High-Rise Residential
Senior Living Center
Retail/Office Buildings
Hotel
GREEN SPACE WATERFRONT LIGHT RAIL
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
C-1.4
DECISIONSSITE MASTER PLAN
The reclaiming of westport’s waterfront, along
with the repurposing of the historic Hanover Street
Bridge creates a community around the middle
branch of the Patapsco River. This will encourage
activity on the water and draw pedestrians to the
water’s edge.
The goals for the site include, but are not limited to:
1. Minimize noise on the site by keeping most of
the existing vegetation, as well as by using taller
buildings as noise buffers.
2. Maximize views to the city and harbor by sloping
the site in a way that buildings closer to the exist-
ing Westport neighborhood also have sightlines.
3. The new town plan will follow a lot of the plan
from the existing neighborhood for consistency.
4. Site is primarily pedestrian-only, to encourage the
use of alternate methods of transportation, as well
as promote a greener lifestyle for the community.
EDGESAND LANDMARKS
TRANSPORTATIONANDTRANSITIONS
The transition from one means of transportation to
another encourages movement on the site.
HISTORIC STREETS
By continuing the streets to the shoreline, we are ac-
knowledging Westport’s past and encouraging the future.
DISTRICTS
LIGHT RAIL STOPS
The light rail stops accommodate the community of both
residents and daily commuters, as well as tourism. PATHSAND NODES
MIDDLE BRANCH REDEVELOPMENT
The reclaiming of westport’s waterfront, along
with the repurposing of the historic Hanover
Street Bridge creates a community around
the middle branch of the Patapsco River. This
will encourage activity on the water and draw
pedestrians to the water’s edge.
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
A-1.1
DECISIONSBUILDING LOCATION
Hotel tower is round for aerodynamics and to maxi-
mize views of Westport and the city of Baltimore.
Elevator shaft is positioned so that it sees down main
road of the new addition to Westport, and also so
that guests riding to the top floors get to see optimum
city views.
The third floor features two roof gardens with sky-
lights to ballrooms below. These pavillions also offer
prime views to the city and neighborhood.
Porte cochere to hotel is placed at the historic Clare
street, in an effort to continue the road through the
site.
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
A-1.2
DECISIONSHOTEL ELEVATIONS
First and second floor facades are precast concrete,
and are designed to fit in with the rest of the archi-
tecture of Baltimore.
The hotel tower is made of steel and photovoltaic
LED curtain wall.
The roof is conrete, and there is a glass enclosure
with operable panels surrounding the pool.
INTERACTIVE LED SYSTEMLIGHT RAIL STOP
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
A-1.3
DECISIONSHOTEL ELEVATIONS
910111213141517
18
19 33
12345678 9 10 11 12 13 14 15 17
18
1933
1 2 3 4 5 6 7 8
1" = 50'-0"
1
West
1" = 50'-0"
2
North
1" = 50'-0"
3
East
1" = 50'-0"
4
South
SOUTH ELEVATION: NTS WEST ELEVATION: NTS
EAST ELEVATION: NTSNORTH ELEVATION: NTS
First and second floor facades are precast concrete,
and are designed to fit in with the rest of the archi-
tecture of Baltimore.
The hotel tower is made of steel and photovoltaic
LED curtain wall.
The roof is conrete, and there is a glass enclosure
with operable panels surrounding the pool.
DN
UP
FITNESS
CENTER
MAID
MAID
MAID
MAID
EGRESS
EGRESS
EGRESS
EGRESS
EGRESS
EGRESS
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
EMPLOYEE
BREAK
ROOM
MECH
MECH
MECH
MECH
ROOFTOP
TERRACE
ROOFTOP
TERRACE
ELEVATORS
1" = 40'-0"
1
Level 3 ^
N
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
A-1.4
DECISIONS
FLOOR PLANS
FIRST FLOOR PLAN
SECOND FLOOR PLAN
First and second floor facades are precast concrete,
and are designed to fit in with the rest of the archi-
tecture of Baltimore.
The hotel tower is made of steel and photovoltaic
LED curtain wall.
The roof is conrete, and there is a glass enclosure
with operable panels surrounding the pool.
UP
BALLROOM
BALLROOM
BALLROOM
BALLROOM
LOUNGE
BALLROOM
KITCHEN
BALLROOM
KITCHEN
BALLROOM
KITCHEN
BALLROOM
LOUNGE
OFFICE
ELEVATORS
MECH
MECH
MECH
MECH
MAID
MAID
MAID
MAID
EGRESS
EGRESS
EGRESS
EGRESS
EGRESS
EGRESS
PUBLIC
TOILETS
PUBLIC
TOILETS
PREFUNTION
PREFUNTION
LOUNGE
UP
DN
DN
DN
DN
LOUNGE
LOUNGE
EGRESS
EGRESS
EGRESS
EGRESS
EGRESS
EGRESS
MECH
MECH
MECH
MECH
LOBBY
BAR/LOUNGE
PUBLIC
TOILETS
PUBLIC
TOILETS MANAGER'S
OFFICE
BUSINESS
OFFICE
RECEPTION
PORTE
COCHERE
LOADING
DOCK
LAUNDRY
COFFEE
SHOP
ELEVATORS
COMMERCIAL
KITCHEN
CONFERENCE
MAID
MAID
MAID
MAID
THIRD FLOOR PLAN
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
A-1.5
DECISIONSFLOOR PLANS
First and second floor facades are precast concrete,
and are designed to fit in with the rest of the archi-
tecture of Baltimore.
The hotel tower is made of steel and photovoltaic
LED curtain wall.
The roof is conrete, and there is a glass enclosure
with operable panels surrounding the pool.
DN
GUEST
ROOMS
GUEST
ROOMS
GUEST
ROOM
ACCESSIBLE
GUEST ROOM
GUEST
ROOM
GUEST
ROOMS
GUEST
ROOMS
GUEST
ROOMS
GUEST
SUITE
MECH
MECH
MECH
MECH
MAID
MAID
MAID
EGRESS
EGRESS
EGRESS
EGRESS
MAID
LOUNGE
LOUNGE
LOUNGE
ELEVATORS
ROOFTOP POOL
MECH
MECH
MECH
MECH
EGRESS
EGRESS
EGRESS
EGRESS
MAID
MAID
MAID
MAID
ELEVATORS
TYPICAL HOTEL FLOOR PLAN
ROOF FLOOR PLAN
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
A-1.6
DECISIONSFLOOR PLANS
First and second floor facades are precast concrete,
and are designed to fit in with the rest of the archi-
tecture of Baltimore.
The hotel tower is made of steel and photovoltaic
LED curtain wall.
The roof is conrete, and there is a glass enclosure
with operable panels surrounding the pool.
GUEST
SUITE
TYPICAL GUEST ROOMGUEST SUITE FLOOR PLAN
GUEST
ROOMS
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
A-1.7
DECISIONSSECTIONTHROUGHATRIUM
The first floor of the hotel is primarily public, aside
from the loading dock and other back of the house
spaces.
The second floor is reserved for ballrooms and their
associated support spaces.
The third floor is reserved for employees primarily, but
the roof pavillions may also be used as lounge spaces
by hotel guests.
The rest of the hotel, apart from the thirteenth floor,
is reserved for guest rooms and suites. There is me-
chanical space beneath the rooftop pool area. There
is water storage on both the thirteenth and rooftop
mechanical areas.
Level 3
30' - 0"
Level 4
42' - 0"
Level 5
54' - 0"
Level 6
66' - 0"
Level 7
78' - 0"
Level 8
90' - 0"
Level 9
102' - 0"
Level 10
114' - 0"
Level 11
126' - 0"
Level 12
138' - 0"
Level 13
150' - 0"
Level 14
162' - 0"
Level 15
174' - 0"
Level 16
186' - 0"
Level 17
198' - 0"
Level 18
210' - 0"
Level 19
222' - 0"
Level 20
234' - 0"
Roof
254' - 0"
Lower Parapet
33' - 6"
Upper Parapet
257' - 6"
T.O Structure
264' - 0"
Level 26
15' - 0"
Level 27
0' - 0"
Guest Rooms
Mechanical
Loading Dock
Office
Public Lobby
Ballroom & Support
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
A-1.8
DECISIONSRENDERINGSAND MATERIALS
The first floor of the hotel is covered in MSIStone
Granite in the atrium, with English Oak in the center
oval.
The lobby and bar area have glass mirror drop ceil-
ings to reflect the intricate floor patterns.
Restaurant and bar area use Polyform safety tile to
not only prevent slips and other accidents, but also to
create a mosaic pattern for the light rail’s lobby.
Blue LED lights and copper materials light the interior
of the hotel to create a warm, industrial feel.
LED glazing system interacts with pedestrians
through the use of a smartphone app, as well as
naturally from its own environment. For example, the
nearby ampitheatre’s noise during a concert would
cause the building skin to light up to the music.
POLYFLOR SAFETYTILE
Black Opal
POLYFLOR SAFETYTILE
Isis
POLYFLOR SAFETYTILE
North Star
POLYFLOR SAFETYTILE
Nebula Blue
POLYFLOR SAFETYTILE
Starburst
MSISTONE GRANITE
Michaelangelo
ANNSACKS CERAMICTILE
Luna
ARMSTRONGVCT
55803
PATCRAFT CARPETTILE
Yield
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
S-1.1
DECISIONSSOIL REPORT FOR BALTIMORE,MD
Standard Penetration Test for Bore Locations (Soil info is down to labeled depth)
B-1: Surface elevation- 540’ (+/-)
Depth: 4‘- Tan/orange/grey, moist to wet, loose to medium dense, fine silty sand (SM)
Depth: 8‘-Grey, wet, medium dense, fine to medium sand with traces of silt (SP)
Depth: 12‘- Grey, wet, medium dense, fine, silty clayey sand(SM/SC)
Depth: 18‘-Dark Brown, wet, very loose, organic silt with trace sand (OL/ML)
Depth: 55‘- Light grey to grey, wet, loose to medium dense, silty, fine sand (SM)
Depth: 77‘- Grey to green/orange, wet, medium dense to dense, coarse to fine sand with trace silt
& gravel (SP/SM) Bottom of Boring
B-2: Surface elevation- 540’ (+/-)
Depth: 4‘- Tan/grey, moist to wet, loose, fine to medium, silty sand (SM)
Depth: 13‘-Grey, wet, medium dense, fine to medium sand with traces of silt (SP)
Depth: 18‘-Dark Brown, very loose, organic silt with trace fine sand (OL/ML)
Depth: 55‘- Light grey to grey, wet, very loose to loose, silty, fine sand with trace fine gravel (SM)
Depth: 77‘- Grey to green/orange, wet, medium dense to dense, coarse to fine sand with trace
silt & fine gravel (SP/SM) Bottom of Boring
B-3: Surface elevation- 540’ (+/-)
Depth: 4‘- Tan/orange, moist to wet, loose to medium dense, fine to medium, silty sand (SM)
Depth: 13‘-Grey, wet, medium dense to dense, fine to medium sand with traces of silt (SP/SM)
Depth: 18‘-Dark Brown, wet, very loose silt with some organics (OL/ML)
Depth: 55‘- Light grey to grey, wet, loose to medium dense, silty, fine sand (SM)
Depth: 77‘- Grey to green to orange, wet, medium dense to very dense, coarse to fine sand with
trace silt and fine gravel (SP) Bottom of boring
B-4: Surface elevation- 470’ (+/-)
Depth: 4‘- Tan, moist to wet, loose to medium dense, silty sand (SM)
Depth: 13‘-Grey, wet, medium dense, fine to medium sand with traces of silt (SP)
Depth: 18‘- Dark Brown, very loose silt, with some organics (OL/ML)
Depth: 25‘-Grey, wet, loose, silty fine sand (SM/SC) Bottom of Boring
Foundation piles are bored down to 50’ - 0”
Site location is in flood plane
Soil zone B2 for hotel
B2
B4
B1
B3
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
S-1.2
DECISIONSTYPICAL STRUCTURAL FRAMING PLAN
Column spacing varies between 30’ and 40’, to
accommodate room layouts.
Walls perpendicular to curtain wall system in center
atrium act as load-bearing walls, as well as the
exterior walls of the ground floor structure.
All walls within the atrium are fire-rated at least
1-hour, with an exception to the 2-hour fire-rated
stairs throughout.
The building uses a radial steel framing system.
Cast-in-place concrete stairs throughout.
Plan repeated through to the third floor, and radial
framing remains through to the roof.
UP
1 2 3 4 5 6 7 8
9
10
11
12
13
14
15
17
18
19
20 21
22
23
24
25
26
27
28
29
303132
33
34
35
36
37
38
39
40
1/16" = 1'-0"
2
Level 1
Load Bearing Walls
Lateral Bracing
Steel Beam System
Steel Columns
N
^
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
S-1.3
DECISIONSSTRUCTURALVISUALIZATION
First, second, third, and roof floors are concrete
slabs. All other floors are a composite concrete
flooring system.
Aluminum curtain wall system with photovolta-
ic-powered LEDs make up the hotel tower, and the
lower portion of the building is primarily precast
concrete, with a classical-style facade.
There is a rooftop pool and bar enclosed by move-
able glass panels. This will enable guests to use
rooftop terrace in all seasons.
The roof above the pool is made of 25’ - 0” fink
trusses, spanning between 40’ to 90’ - 0”. The truss-
es are tall in order to avoid fireproofing, and also to
enable people on the ground outside the hotel to
catch a glimpse of the glass structure.
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
S-1.4
DECISIONSSTRUCTURALVISUALIZATION
First, second, third, and roof floors are concrete
slabs. All other floors are a composite concrete
flooring system.
Aluminum curtain wall system with photovolta-
ic-powered LEDs make up the hotel tower, and the
lower portion of the building is primarily precast
concrete, with a classical-style facade.
There is a rooftop pool and bar enclosed by move-
able glass panels. This will enable guests to use
rooftop terrace in all seasons.
The roof above the pool is made of 25’ - 0” fink
trusses, spanning between 40’ to 90’ - 0”. The truss-
es are tall in order to avoid fireproofing, and also to
enable people on the ground outside the hotel to
catch a glimpse of the glass structure.
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
S-1.4
DECISIONSEAST ELEVATION - FRAMING
10TH FLOOR 114’ - 0”
9TH FLOOR 102’ - 0”
8TH FLOOR 90’ - 0”
7TH FLOOR 78’ - 0”
6TH FLOOR 66’ - 0”
5TH FLOOR 54’ - 0”
4TH FLOOR 42’ - 0”
3RD FLOOR 30’ - 0”
2ND FLOOR 15’ - 0”
1ST FLOOR 0’ - 0”
TOP OF FOOTING -50’ - 0”
All beams and columns are steel construction, with the
exception of the foundation and footings, which are
concrete.
Floor-to-floor heights vary in this project. There shall
be 15’ - 0” floor-to-floor on the first and second levels,
to accommodate the assembly occupancies on both
floors. All other floors are 12’ - 0” floor-to-floor, to keep
construction costs down.
The hotel is near a flood zone, so the footings extend
into the ground 50’ - 0” to accommodate this issue.
4th thru 20th floors: Steel construction
Composite concrete slabs
1st thru 3rd floors: Steel construction
Concrete slabs
Foundation: Concrete pile footings
15TH FLOOR 174’ - 0”
14TH FLOOR 162’ - 0”
13TH FLOOR 150’ - 0”
12TH FLOOR 138’ - 0”
11TH FLOOR 126’ - 0”
19TH FLOOR 222’ - 0”
18TH FLOOR 210’ - 0”
17TH FLOOR 198’ - 0”
16TH FLOOR 186’ - 0”
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
M-1.1
DECISIONSSECTION CUTTHROUGH MECHANICAL CHASE
Mechanical has been placed in all four major cor-
ners of hotel tower for even distribution of HVAC.
Thirteenth floor is reserved for the central mechani-
cal space, and the roof is reserved for pool mechani-
cal and plumbing storage tanks.
Freight elevators are located in each mechanical
shaft, along with maid storage.
Level 3
30' - 0"
Level 4
42' - 0"
Level 5
54' - 0"
Level 6
66' - 0"
Level 7
78' - 0"
Level 8
90' - 0"
Level 9
102' - 0"
Level 10
114' - 0"
Level 11
126' - 0"
Level 12
138' - 0"
Level 13
150' - 0"
Level 14
162' - 0"
Level 15
174' - 0"
Level 16
186' - 0"
Level 17
198' - 0"
Level 18
210' - 0"
Level 19
222' - 0"
Level 20
234' - 0"
Roof
254' - 0"
Lower Parapet
33' - 6"
Upper Parapet
257' - 6"
T.O Structure
264' - 0"
Level 26
15' - 0"
Level 27
0' - 0"
DN
GUEST
ROOMS
GUEST
ROOMS
GUEST
ROOM
ACCESSIBLE
GUEST ROOM
GUEST
ROOM
GUEST
ROOMS
GUEST
ROOMS
GUEST
ROOMS
GUEST
SUITE
MECH
MECH
AID
MAID
EGRESS
EGRESS
EGRESS
EGRESS
MAID
LOUNGE
LOUNGE
LOUNGE
ELEVATORS
MECH
MAID
MA
MECH
AID
CENTRAL MECHANICAL FLOOR
ROOF AND POOL MECHANICAL
Guest Rooms
Mechanical
Loading Dock
Office
Public Lobby
Ballroom & Support
Heating
Cooling
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
P-1.1
DECISIONSSECTION CUTTHROUGH MECHANICAL CHASE
The first floor of the hotel is primarily public, aside
from the loading dock and other back of the house
spaces.
The second floor is reserved for ballrooms and their
associated support spaces.
The third floor is reserved for employees primarily, but
the roof pavillions may also be used as lounge spaces
by hotel guests.
The rest of the hotel, apart from the thirteenth floor,
is reserved for guest rooms and suites. There is me-
chanical space beneath the rooftop pool area. There
is water storage on both the thirteenth and rooftop
mechanical areas.
Level 3
30' - 0"
Level 4
42' - 0"
Level 5
54' - 0"
Level 6
66' - 0"
Level 7
78' - 0"
Level 8
90' - 0"
Level 9
102' - 0"
Level 10
114' - 0"
Level 11
126' - 0"
Level 12
138' - 0"
Level 13
150' - 0"
Level 14
162' - 0"
Level 15
174' - 0"
Level 16
186' - 0"
Level 17
198' - 0"
Level 18
210' - 0"
Level 19
222' - 0"
Level 20
234' - 0"
Roof
254' - 0"
Lower Parapet
33' - 6"
Upper Parapet
257' - 6"
T.O Structure
264' - 0"
Level 26
15' - 0"
Level 27
0' - 0"
Guest Rooms
Mechanical
Loading Dock
Office
Public Lobby
Ballroom & Support
WATER STORAGE TANKWATER STORAGE TANK
Water Line
Sanitary Line
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
FP-1.1
DECISIONSSECTIONTHROUGHATRIUM
Automatic Sprinkler System (ASP) is required for
buildings over 75’ - 0”.
Sprinkler supply water is in roof mechanica space.
Fire extinguishers and pull stations are located at
every floor near egress.
Guest Rooms
Mechanical
Loading Dock
Office
Public Lobby
Ballroom & Support
ASP WATER DISPURSEMENT ASP WATER DISPURSEMENT
Fire Extinguisher
1-Hour Fire Wall
2-Hour Fire Wall
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
FP-1.2
DECISIONSFIRE PROTECTION PLAN
Automatic Sprinkler System (ASP) is required for
buildings over 75’ - 0”.
Sprinkler supply water is in roof mechanica space.
Fire extinguishers and pull stations are located at
every floor near egress.
FIRST FLOOR PLAN
UP
DN
DN
DN
DN
LOUNGE
LOUNGE
EGRESS
EGRESS
EGRESS
EGRESS
EGRESS
EGRESS
MECH
MECH
MECH
MECH
LOBBY
BAR/LOUNGE
PUBLIC
TOILETS
PUBLIC
TOILETS MAN GER'S
OFF CE
BUSINESS
OFFICE
RECEPTION
PORTE
COCHERE
LOADING
DOCK
LAUNDRY
COFFEE
SHOP
ELEVATORS
CO ERCIAL
KIT EN
CONFE NCE
MAID
MAID
MAID
MAID
E
MEC
MEC
USI
FFI
AN
FF
Fire Extinguisher
1-Hour Fire Wall
2-Hour Fire Wall
Pull Station
Smoke Detector
Power Switch
Electrical Outlet
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
E-1.1
DECISIONSPOWERAND LIGHTING
Outlets placed at a minimum 12’ - 0” apart.
Outlets in bathrooms have ground circuit protection.
S
S
S
S
S
S
NAME:
Kristen Ellis
COURSE:
ARC541
CHECKED BY:
T. Heckman
DATE:
12/14/2015
SHEET:
AP-1.0
DECISIONSACCEPTANCE - FINALTHOUGHTS
Overall, I feel like this project came out pretty well. I have a major problem with the location of the
loading dock though. Since this is supposed to be a luxury hotel, trash and deliveries should not
be visible to the public. However, the commercial kitchen is not located next to the loading dock,
and neither is the coffee shop in the lobby. I discovered this problem after it was already too late,
and the architect that watched our final presentations pointed it out as well. He told me that the
project would be better off back to the drawing board. Changing the location of the location of the
restaurant to the second floor, above the loading dock, would probably help alleviate this problem.

ELLIS_K_ARC541_FINAL_PANEL_SET_edit

  • 1.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: G-1.0 HOTEL [WE]STPORT G-1.0 Cover Sheet G-1.1-4 Information & Codes Z-1.1-2 Zoning C-1.1-4 Site Analysis A-1.1-8 Architectural Panels S-1.1-5 Structural M-1.1 Mechanical P-1.1 Plumbing FP-1.1 Fire Protection E-1.1 Electrical AP-1.0 Acceptance
  • 2.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: G-1.1 DECISIONSOCCUPANCY LOADSAND EGRESS CALCULATIONS First Floor Hotel 5,200/200 = 26 Occupants Assembly 29,995/15 Net = 1,997 Occupants Factory-Industrial (F-1) 16221/100 = 162 Occupants Kitchen 1,793/200 = 8 Occupants Total = 2,193 Occupants Required Number of Exits 7* Provided Number of Exits 7 Second Floor Hotel 19,100/200 = 95 Occupants Assembly 22839/15 Net = 1,522 Occupants Total = 1,617 Occupants Required Number of Exits 6* Provided Number of Exits 6 Third Floor Hotel 16460/200 = 82 Occupants Fitness Room 904/50 = 18 Occupants Mercantile 1,728/60 = 28 Occupants Assembly (A-2) 22,839/20 = 1,141 Occupants Total = 1,269 Occupants Required Number of Exits 6* Provided Number of Exits 6 Fourth Floor Hotel 19,100/200 = 95 Occupants Total = 95 Occupants Required Number of Exits 2* Provided Number of Exits 4 Fifth Floor Hotel 19,100/200 = 95 Occupants Total = 95 Occupants Required Number of Exits 2* Provided Number of Exits 4 Sixth Floor Hotel 19,100/200 = 95 Occupants Total = 95 Occupants Required Number of Exits 2* Provided Number of Exits 4 Seventh Floor Hotel 19,100/200 = 95 Occupants Total = 95 Occupants Required Number of Exits 2* Provided Number of Exits 4 Eighth Floor Hotel 19,100/200 = 95 Occupants Total = 95 Occupants Required Number of Exits 2* Provided Number of Exits 4 Ninth Floor Hotel 19,100/200 = 95 Occupants Total = 95 Occupants Required Number of Exits 2* Provided Number of Exits 4 Tenth Floor Hotel 19,100/200 = 95 Occupants Total = 95 Occupants Required Number of Exits 2* Provided Number of Exits 4 Eleventh Floor Hotel 19,100/200 = 95 Occupants Total = 95 Occupants Required Number of Exits 2* Provided Number of Exits 4 Twelfth Floor Hotel 19,100/200 = 95 Occupants Total = 95 Occupants Required Number of Exits 2* Provided Number of Exits 4 Building Codes and Requirements will be used from those used in Baltimore, Maryland, and applied to the site in the Westport district. Occupancy Type: Residential: Type R-1 Construction Type: Type 1A * Per Table 1021.1 of IBC 2009 Exit enclosures must have 2-hour fire-rated walls, as stated in Section 1022.1. Fire Protectiion System: Yes Smoke Detection: Yes Maximum Floor Area Allowances Per Occupant: Assembly: 15 Net Hotel: 200 Gross Factory-Industrial: 100 Gross Exit Enclosures: Section 1022.1 requires that vertical exit enclosures in buildings exceeding more than four stories have a 2-hour fire resistance rating. Occupancy Square Footage/ Square Footage Per Occupant Occupancy Square Footage/ Square Footage Per Occupant
  • 3.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: G-1.2 DECISIONSOCCUPANCY LOADSAND EGRESS CALCULATIONSOccupancy Square Footage/ Square Footage Per Occupant Occupancy Square Footage/ Square Footage Per Occupant Ninteenth Floor Hotel 19,100/200 = 95 Occupants Total = 95 Occupants Required Number of Exits 2* Provided Number of Exits 4 Twentieth Floor Hotel 19,100/200 = _ Occupants Total = _ Occupants Required Number of Exits 2* Provided Number of Exits 4 Rooftop Assembly (A-4) 19,100/50 = 382 Occupants Total = 382 Occupants Required Number of Exits 2* Provided Number of Exits 4 Required Egress Stair Width: 1,617 * 0.3” 81” (6 exits) Provided Egress Stair Width: 84” (6 exits) Required Other Egress: 1,617 * 0.2” 54” (6 exits) Provided Other Egress: 54” (6 exits) Maximum Distance to Egress: 250’ - 0” Thirteenth Floor Mechanical 19,100/300 = 63 Occupants Total = 63 Occupants Required Number of Exits 2* Provided Number of Exits 4 Fourteenth Floor Hotel 19,100/200 = 95 Occupants Total = 95 Occupants Required Number of Exits 2* Provided Number of Exits 4 Fifteenth Floor Hotel 19,100/200 = 95 Occupants Total = 95 Occupants Required Number of Exits 2* Provided Number of Exits 4 Sixteenth Floor Hotel 19,100/200 = 95 Occupants Total = 95 Occupants Required Number of Exits 2* Provided Number of Exits 4 Seventeenth Floor Hotel 19,100/200 = 95 Occupants Total = 95 Occupants Required Number of Exits 2* Provided Number of Exits 4 Eighteenth Floor Hotel 19,100/200 = 95 Occupants Total = 95 Occupants Required Number of Exits 2* Provided Number of Exits 4 Building Codes and Requirements will be used from those used in Baltimore, Maryland, and applied to the site in the Westport district. Occupancy Type: Residential: Type R-1 Construction Type: Type 1A * Per Table 1021.1 of IBC 2009 Exit enclosures must have 2-hour fire-rated walls, as stated in Section 1022.1. Fire Protectiion System: Yes Smoke Detection: Yes Maximum Floor Area Allowances Per Occupant: Assembly: 15 Net Hotel: 200 Gross Factory-Industrial: 100 Gross Exit Enclosures: Section 1022.1 requires that vertical exit enclo- sures in buildings exceeding more than four stories have a 2-hour fire resistance rating.
  • 4.
    BALLROOM BALLROOM BALLROOM BALLROOM LOUNGE BALLROO KITCHEN BALLROOM KITCHEN BALLROOM KITCHEN BALLROOM LOUNGE OFFICE E R MECH MECH MECH MECH AI AID MAID MAI EGRESS RESS PUBLIC TOILETS PUBLIC TOILETS PREFUNTION PREFUNTION UNGE RESSR 110’ 130’ 85’ 75’ 105’ PREFUNTIO 212’ 184’ 100’ 100’ NAME: KristenEllis COURSE: ARC541 CHECKED BY: T. Heckman DATE: 12/14/2015 SHEET: G-1.3 DECISIONSEGRESS CALCULATIONS Building Codes and Requirements will be used from those used in Baltimore, Maryland, and applied to the site in the Westport district. Occupancy Type: Residential: Type R-1 Construction Type: Type 1A * Per Table 1021.1 of IBC 2009 Exit enclosures must have 2-hour fire-rated walls, as stated in Section 1022.1. Fire Protectiion System: Yes Smoke Detection: Yes Maximum Floor Area Allowances Per Occupant: Assembly: 15 Net Hotel: 200 Gross Factory-Industrial: 100 Gross Exit Enclosures: Section 1022.1 requires that vertical exit enclosures in buildings exceeding more than four stories have a 2-hour fire resistance rating. DN DN DN DN GE LOUNGE EGRESS MECH MECH MECH OBBY AR/LOUNGE PUBLIC TOILETS PUBLIC TOILETS MANAGER'S OFFICE BUSINESS OFFICE RECEPTION PORTE COCHERE LOADING DOCK LAUN RY COFF SHOP E S COMMERCIAL KITCHEN CONFERENC AID AID AID MAID ^ GE 225’ MAXIMUM TRAVEL DISTANCE 85’ 50’ 75’ 75’ 100’ 100’ 40’ 130’ 110’ 105’ 105’ 110’ FIRST FLOOR EGRESS SECOND FLOOR EGRESS TYPICAL HOTEL FLOOR EGRESS ROOF EGRESS FITNESS CENTER MAID MAID MAID MAI EGRESS EGRESS EGRESS OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE EMPLOYEE BREAK ROOM ECH MECH MECH MECH ROOFTOP TERRACE ROOFTOP TERRACE E 1" = 40'-0" 1 Level 3 ^ N EGRESS EGRESSE D 75’ 100’ 85’ 100’ 110’ 130’ 105’ 212’ 184’ THIRD FLOOR EGRESS GUEST ROOMS GUEST ROOMS GUEST ROOM ACCESSIBLE GUEST ROOM GUEST ROOM GUEST ROOMS GUEST ROOMS GUEST ROOMS GUEST SUITE MECH MECH MECH MECH MAID MAID EGRESS EGRES MAI LOUNGE E 85’ 130’ 75’ 100’ 110’ 105’ ROOFTOP POOL MECH MECH MECH MECH EGRESS AI AID MAID MAID EL S 85’ 130’ 110’ 105’ 75’ 100’ HORIZONTAL CIRCULATION VERTICAL CIRCULATION ELEVATOR
  • 5.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: G-1.4 DECISIONSPLUMBING FIXTURE COUNTS *Per Table 1021.1 Of IBC 2009 Plumbing fixtures determined based off of previously found occupancies, and using Table B of Section 890. Appendix A of the Illinois Plumbing Code. Required fixture numbers were rounded up. Third Floor 1,269 Occupants: Male: 634 Female: 634 Water Closet: Male: 6 Female: 9 Urinal: Male: 3 Lavatory: Male: 4 Female: 4 Drinking Fountains: 1 Thirteenth Floor 63 Occupants: Male: 31 Female: 31 Water Closet: Male: 1 Female: 1 Urinal: Male: 1 Lavatory: Male: 1 Female: 1 Drinking Fountains: 1 Hotel Floors Mop Sink 1 per floor Individual Room Requirements Water Closet 1 Urinal None Lavatory 1 Bathtub/Shower 1 Drinking Fountain None First Floor 2,193 Occupants: Male: 1,096 Female: 1,096 Water Closet: Male: 11 Female: 15 Urinal: Male: 4 Lavatory: Male: 6 Female: 6 Drinking Fountains: 2 Second Floor 1,617 Occupants: Male: 808 Female: 808 Water Closet: Male: 7 Female: 11 Urinal: Male: 4 Lavatory: Male: 5 Female: 5 Drinking Fountains: 1 Rooftop 382 Occupants: Male: 191 Female: 191 Water Closet: Male: 3 Female: 5 Urinal: Male: 2 Lavatory: Male: 1 Female: 2 Drinking Fountains: 1
  • 6.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: Z-1.1 DECISIONSZONINGANALYSIS The City of Baltimore https://www.google.com/maps/place/Baltimore,+M- D/@39.3036307,-76.6064252,11.38z/data=!4m2!3m1!1s0x89c803aed6f483b7:0x- 44896a84223e758 ZoningArea 75 http://archive.baltimorecity.gov/Portals/0/agencies/egis/public%20downloads/zon- ing_Sheet%2075.pdf Proposed Site:Westport,Baltimore,MD https://www.google.com/maps/place/Westport,+Baltimore,+MD+21230/@39.2618187,-76 .6298805,14.88z/data=!4m2!3m1!1s0x89c8033197ca05bb:0x63e9f3202262abe Copyright © 2015 The Mayor and City Council of Baltimore Department of Legislative Reference All rights reserved Department of Legislative Reference 626 City Hall Baltimore, Maryland 21202 Tel: (410) 396-4730 F Fax: (410) 396-8483 Fire District #58 2425 Annapolis Road, 21230 (410) 396-1258 – 1923 Police District:Southern District Commander: Major Brian Hance Street Address: 10 Cherry Hill Road Baltimore, Maryland 21225 Phone: 410-396-2499 Trash & Recycling Days DAYTEXT: Tuesday/Thursday (Trash/Recycling) TRASH DAY: Tuesday RECYCLING: Thursday LABEL: Tuesday/Thursday -See more at: http://cityview.baltimorecity.gov/cv/#st- hash.UX3VKH0b.dpuf Landscape Regulations Planning, Design, & Plan Submission The extent of existing trees or forest, and any other environ- mentally sensitive areas on the site must be shown on the existing conditions plan, in accordance with Section 4-604 of the Zoning Code. All Protected Trees must be identified on the existing conditions plan with the species, size, and health shown and special conditions noted. Site planning and architectural design techniques shall be used to minimize impacts on areas with the most desir- able trees and ensure that adequate room is provided for construction access while protecting natural features and minimizing site disturbance to the extent practicable. § 301.1 Carports or open porches. A. If attached to the main building, a carport or a one-story open porch, with or without a roof, may extend into any required yard not more than 25% of the minimum required depth of a front or rear yard or of the minimum required width of a side yard. Any carport or open porch so extended must be open on three sides. [Bill Nos. 150-1983; 2-1992] § 100.5 Zoning classification for historic properties. [Bill Nos. 112-1988; 72-2004; 137-2004] The designation of any historic property, site or historic district does not change the zoning classification or any re- quirement with respect to that zoning classification, unless specified otherwise in these regulations. However, plans for renovation, reconstruction, alteration or demolition of any structure on the Baltimore County Landmarks Preserva- tion Commission’s preliminary or final landmarks list or in a Baltimore County Landmarks Preservation Commission’s historic district require special approvals as set forth in Article 32, Title 7 of the Baltimore County Code. Except for the signs permitted by Section 450, no other signs or displays of any kind visible from the outside are permitted. Dwelling Unit Density Application of maximum density standards to tract in one zone. The maximum gross residential density permitted in any one D.R. Zone shall control only as applied to the total gross residential acreage within a subdivision tract, and shall not apply to or establish minimum areas of lots created by subdivision within such tract. Analysis for a Luxury Hotel Zoning District #75:B-2-3 Neighborhood Mixed-Use District Westport neighborhood is designated as an area of historic and cultural significance. Maximum Structure Height Business Zone: 40’ + Height Industrial Zone: Unlimited Applicable Building Code: International Building Code 2012
  • 7.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: Z-1.2 DECISIONSZONINGANALYSIS http://places.findthehome.com/l/144913/Westport-Homes-Baltimore-MD Parking Codes § 409.4 Access to parking spaces. Vehicular travelways in off-street parking facilities where the parking spaces are located in parking bays or parking lanes shall be divided into driveways, with no direct access to park- ing spaces, and aisles, providing direct access to adjoining parking spaces. A. Driveways shall be at least 12 feet in width for one-way movements and at least 20 feet in width for two-way move- ments. B. All parking spaces shall adjoin and have direct access to an aisle, except in the following cases: 1. In cases where vehicles will be parked by an attendant, the Zoning Commissioner may approve a parking facility in which up to 50% of all parking spaces do not adjoin and have direct access to an aisle. 2. In office buildings less than 5,000 square feet, the Zoning Commissioner may approve a plan in which spaces desig- nated for employee use only do not have direct access to an aisle. § 409.6 Required number of parking spaces. A. General requirements. The standards set forth below shall apply in all zones unless otherwise noted. If the required num- ber of off-street parking spaces is not set forth for a particular type of use, the Director of Permits, Approvals and Inspec- tions shall determine the basis of the number of spaces to be provided. If the number of spaces calculated in accordance with this section results in a number containing a fraction, the required number of spaces shall be the next highest whole number. [Bill Nos. 124-1993; 136-1996; 144-1997; 122-2010; 37-2015] 0.5 per dwelling unit for Senior Living Center Parking and delivery areas shall be located in the side or rear only for Hotel § 409.8 Design standards. A. Requirements for parking facilities in all zones. All off- street parking facilities shall be subject to the following requirements: 1. Design, screening and landscaping. Design, screening and landscaping shall be provided in accordance with the Landscape Manual and all other manuals adopted pursu- ant to § 32-4-404 of the Baltimore County Code. [Bill No. 137-2004] 2. Surface. A durable and dustless surface shall be provided and shall be properly drained so as not to create any undesirable conditions. 3. Lighting. Any fixture used to illuminate any parking facility shall be so arranged as to reflect the light away from residential lots and public streets. Light standards shall be protected from vehicular traffic by curbing or landscaping. 4. Distance to street line. No parking space in a surface parking facility for a nonresidential use shall be closer than 10 feet to the right-of-way line of a public street, excluding vehicle overhang, except that in the C.T. District of Towson such setback is not required if the parking facility is screened from the street in accordance with the Landscape Manual. 5. Dead ends. All dead-end aisles shall be designed to provide sufficient backup area for the end parking spaces. 6. All parking spaces must be striped. Striping shall be maintained so as to remain visible. Off-Street For all newly-erected structures and all newly-etablished uses of land, accessory off-street parking facilities must be provided for that structure and use. For residential uses shall be located within 300 feet walking distance from the entrance. Analysis for a Luxury Hotel Design requirements for elderly/retirement housing include as a minimum: a. Elevators for multifamily structures over one story in height; b. emergency alarm systems in every dwelling unit; and c. safety “grab bars” in bathrooms. Sidewalk Regulations Curb Zone: 3’-5’ Pedestrian Zone: 6’ min. Building Zone: 3’-4’ Setbacks: Parking shall be set back at least 10 feet from the property line, except that if the property line abuts an alley, no setback is required if the alley does not abut the front or rear yard of a residentially used property. FloorArea Ratio: The maximum floor area ratio is .5. Applicable Building Code: International Building Code 2012
  • 8.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: C-1.1 DECISIONSSITEANALYSIS The proposed site is in the Westport neighborhood of Baltimore, Maryland. It is a historically black neighborhood, which resides along the waterfront of the bay. The area consists of mostly row homes, built in the 1920’s era. The area is also historically known for its old Westport Stadium, which was the home for Baltimore’s negro leaugue. The Baltimore light rail system runs through the neighborhood, with a stop near the proposed site. Interstates 95 and 295 both run by the area, and would serve as primary means of travel for the site. The goals for the site include, but are not limited to: 1. Minimize noise on the site by keeping most of the existing vegetation, as well as by using taller buildings as noise buffers. 2. Maximize views to the city and harbor by sloping the site in a way that buildings closer to the exist- ing Westport neighborhood also have sightlines. 3. The new town plan will follow a lot of the plan from the existing neighborhood for consistency. 4. Site is primarily pedestrian-only, to encourage the use of alternate methods of transportation, as well as promote a greener lifestyle for the community. Hardiness Zones 7 & 8 Sun Path Flood Plain Climate Data Site Photos Wind Rose
  • 9.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: C-1.2 DECISIONSSITEANALYSIS View to harbor View to downtown Baltimore Noise from industrial Noise from Interstate Existing trees/ vegetation Existing vegetation Proposed Site Westport Residential The proposed site is in the Westport neighborhood of Baltimore, Maryland. It is a historically black neighborhood, which resides along the waterfront of the bay. The area consists of mostly row homes, built in the 1920’s era. The area is also historically known for its old Westport Stadium, which was the home for Baltimore’s negro leaugue. The Baltimore light rail system runs through the neighborhood, with a stop near the proposed site. Interstates 95 and 295 both run by the area, and would serve as primary means of travel for the site. The goals for the site include, but are not limited to: 1. Minimize noise on the site by keeping most of the existing vegetation, as well as by using taller buildings as noise buffers. 2. Maximize views to the city and harbor by sloping the site in a way that buildings closer to the exist- ing Westport neighborhood also have sightlines. 3. The new town plan will follow a lot of the plan from the existing neighborhood for consistency. 4. Site is primarily pedestrian-only, to encourage the use of alternate methods of transportation, as well as promote a greener lifestyle for the community.
  • 10.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: C-1.3 DECISIONSSITE MASTER PLAN The proposed site is in the Westport neighborhood of Baltimore, Maryland. It is a historically black neighborhood, which resides along the waterfront of the bay. The area consists of mostly row homes, built in the 1920’s era. The area is also historically known for its old Westport Stadium, which was the home for Baltimore’s negro leaugue. The Baltimore light rail system runs through the neighborhood, with a stop near the proposed site. Interstates 95 and 295 both run by the area, and would serve as primary means of travel for the site. The goals for the site include, but are not limited to: 1. Minimize noise on the site by keeping most of the existing vegetation, as well as by using taller buildings as noise buffers. 2. Maximize views to the city and harbor by sloping the site in a way that buildings closer to the exist- ing Westport neighborhood also have sightlines. 3. The new town plan will follow a lot of the plan from the existing neighborhood for consistency. 4. Site is primarily pedestrian-only, to encourage the use of alternate methods of transportation, as well as promote a greener lifestyle for the community. Community Center Low-Rise Residential High-Rise Residential Senior Living Center Retail/Office Buildings Hotel GREEN SPACE WATERFRONT LIGHT RAIL
  • 11.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: C-1.4 DECISIONSSITE MASTER PLAN The reclaiming of westport’s waterfront, along with the repurposing of the historic Hanover Street Bridge creates a community around the middle branch of the Patapsco River. This will encourage activity on the water and draw pedestrians to the water’s edge. The goals for the site include, but are not limited to: 1. Minimize noise on the site by keeping most of the existing vegetation, as well as by using taller buildings as noise buffers. 2. Maximize views to the city and harbor by sloping the site in a way that buildings closer to the exist- ing Westport neighborhood also have sightlines. 3. The new town plan will follow a lot of the plan from the existing neighborhood for consistency. 4. Site is primarily pedestrian-only, to encourage the use of alternate methods of transportation, as well as promote a greener lifestyle for the community. EDGESAND LANDMARKS TRANSPORTATIONANDTRANSITIONS The transition from one means of transportation to another encourages movement on the site. HISTORIC STREETS By continuing the streets to the shoreline, we are ac- knowledging Westport’s past and encouraging the future. DISTRICTS LIGHT RAIL STOPS The light rail stops accommodate the community of both residents and daily commuters, as well as tourism. PATHSAND NODES MIDDLE BRANCH REDEVELOPMENT The reclaiming of westport’s waterfront, along with the repurposing of the historic Hanover Street Bridge creates a community around the middle branch of the Patapsco River. This will encourage activity on the water and draw pedestrians to the water’s edge.
  • 12.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: A-1.1 DECISIONSBUILDING LOCATION Hotel tower is round for aerodynamics and to maxi- mize views of Westport and the city of Baltimore. Elevator shaft is positioned so that it sees down main road of the new addition to Westport, and also so that guests riding to the top floors get to see optimum city views. The third floor features two roof gardens with sky- lights to ballrooms below. These pavillions also offer prime views to the city and neighborhood. Porte cochere to hotel is placed at the historic Clare street, in an effort to continue the road through the site.
  • 13.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: A-1.2 DECISIONSHOTEL ELEVATIONS First and second floor facades are precast concrete, and are designed to fit in with the rest of the archi- tecture of Baltimore. The hotel tower is made of steel and photovoltaic LED curtain wall. The roof is conrete, and there is a glass enclosure with operable panels surrounding the pool. INTERACTIVE LED SYSTEMLIGHT RAIL STOP
  • 14.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: A-1.3 DECISIONSHOTEL ELEVATIONS 910111213141517 18 19 33 12345678 9 10 11 12 13 14 15 17 18 1933 1 2 3 4 5 6 7 8 1" = 50'-0" 1 West 1" = 50'-0" 2 North 1" = 50'-0" 3 East 1" = 50'-0" 4 South SOUTH ELEVATION: NTS WEST ELEVATION: NTS EAST ELEVATION: NTSNORTH ELEVATION: NTS First and second floor facades are precast concrete, and are designed to fit in with the rest of the archi- tecture of Baltimore. The hotel tower is made of steel and photovoltaic LED curtain wall. The roof is conrete, and there is a glass enclosure with operable panels surrounding the pool.
  • 15.
    DN UP FITNESS CENTER MAID MAID MAID MAID EGRESS EGRESS EGRESS EGRESS EGRESS EGRESS OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE EMPLOYEE BREAK ROOM MECH MECH MECH MECH ROOFTOP TERRACE ROOFTOP TERRACE ELEVATORS 1" = 40'-0" 1 Level3 ^ N NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T. Heckman DATE: 12/14/2015 SHEET: A-1.4 DECISIONS FLOOR PLANS FIRST FLOOR PLAN SECOND FLOOR PLAN First and second floor facades are precast concrete, and are designed to fit in with the rest of the archi- tecture of Baltimore. The hotel tower is made of steel and photovoltaic LED curtain wall. The roof is conrete, and there is a glass enclosure with operable panels surrounding the pool. UP BALLROOM BALLROOM BALLROOM BALLROOM LOUNGE BALLROOM KITCHEN BALLROOM KITCHEN BALLROOM KITCHEN BALLROOM LOUNGE OFFICE ELEVATORS MECH MECH MECH MECH MAID MAID MAID MAID EGRESS EGRESS EGRESS EGRESS EGRESS EGRESS PUBLIC TOILETS PUBLIC TOILETS PREFUNTION PREFUNTION LOUNGE UP DN DN DN DN LOUNGE LOUNGE EGRESS EGRESS EGRESS EGRESS EGRESS EGRESS MECH MECH MECH MECH LOBBY BAR/LOUNGE PUBLIC TOILETS PUBLIC TOILETS MANAGER'S OFFICE BUSINESS OFFICE RECEPTION PORTE COCHERE LOADING DOCK LAUNDRY COFFEE SHOP ELEVATORS COMMERCIAL KITCHEN CONFERENCE MAID MAID MAID MAID THIRD FLOOR PLAN
  • 16.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: A-1.5 DECISIONSFLOOR PLANS First and second floor facades are precast concrete, and are designed to fit in with the rest of the archi- tecture of Baltimore. The hotel tower is made of steel and photovoltaic LED curtain wall. The roof is conrete, and there is a glass enclosure with operable panels surrounding the pool. DN GUEST ROOMS GUEST ROOMS GUEST ROOM ACCESSIBLE GUEST ROOM GUEST ROOM GUEST ROOMS GUEST ROOMS GUEST ROOMS GUEST SUITE MECH MECH MECH MECH MAID MAID MAID EGRESS EGRESS EGRESS EGRESS MAID LOUNGE LOUNGE LOUNGE ELEVATORS ROOFTOP POOL MECH MECH MECH MECH EGRESS EGRESS EGRESS EGRESS MAID MAID MAID MAID ELEVATORS TYPICAL HOTEL FLOOR PLAN ROOF FLOOR PLAN
  • 17.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: A-1.6 DECISIONSFLOOR PLANS First and second floor facades are precast concrete, and are designed to fit in with the rest of the archi- tecture of Baltimore. The hotel tower is made of steel and photovoltaic LED curtain wall. The roof is conrete, and there is a glass enclosure with operable panels surrounding the pool. GUEST SUITE TYPICAL GUEST ROOMGUEST SUITE FLOOR PLAN GUEST ROOMS
  • 18.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: A-1.7 DECISIONSSECTIONTHROUGHATRIUM The first floor of the hotel is primarily public, aside from the loading dock and other back of the house spaces. The second floor is reserved for ballrooms and their associated support spaces. The third floor is reserved for employees primarily, but the roof pavillions may also be used as lounge spaces by hotel guests. The rest of the hotel, apart from the thirteenth floor, is reserved for guest rooms and suites. There is me- chanical space beneath the rooftop pool area. There is water storage on both the thirteenth and rooftop mechanical areas. Level 3 30' - 0" Level 4 42' - 0" Level 5 54' - 0" Level 6 66' - 0" Level 7 78' - 0" Level 8 90' - 0" Level 9 102' - 0" Level 10 114' - 0" Level 11 126' - 0" Level 12 138' - 0" Level 13 150' - 0" Level 14 162' - 0" Level 15 174' - 0" Level 16 186' - 0" Level 17 198' - 0" Level 18 210' - 0" Level 19 222' - 0" Level 20 234' - 0" Roof 254' - 0" Lower Parapet 33' - 6" Upper Parapet 257' - 6" T.O Structure 264' - 0" Level 26 15' - 0" Level 27 0' - 0" Guest Rooms Mechanical Loading Dock Office Public Lobby Ballroom & Support
  • 19.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: A-1.8 DECISIONSRENDERINGSAND MATERIALS The first floor of the hotel is covered in MSIStone Granite in the atrium, with English Oak in the center oval. The lobby and bar area have glass mirror drop ceil- ings to reflect the intricate floor patterns. Restaurant and bar area use Polyform safety tile to not only prevent slips and other accidents, but also to create a mosaic pattern for the light rail’s lobby. Blue LED lights and copper materials light the interior of the hotel to create a warm, industrial feel. LED glazing system interacts with pedestrians through the use of a smartphone app, as well as naturally from its own environment. For example, the nearby ampitheatre’s noise during a concert would cause the building skin to light up to the music. POLYFLOR SAFETYTILE Black Opal POLYFLOR SAFETYTILE Isis POLYFLOR SAFETYTILE North Star POLYFLOR SAFETYTILE Nebula Blue POLYFLOR SAFETYTILE Starburst MSISTONE GRANITE Michaelangelo ANNSACKS CERAMICTILE Luna ARMSTRONGVCT 55803 PATCRAFT CARPETTILE Yield
  • 20.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: S-1.1 DECISIONSSOIL REPORT FOR BALTIMORE,MD Standard Penetration Test for Bore Locations (Soil info is down to labeled depth) B-1: Surface elevation- 540’ (+/-) Depth: 4‘- Tan/orange/grey, moist to wet, loose to medium dense, fine silty sand (SM) Depth: 8‘-Grey, wet, medium dense, fine to medium sand with traces of silt (SP) Depth: 12‘- Grey, wet, medium dense, fine, silty clayey sand(SM/SC) Depth: 18‘-Dark Brown, wet, very loose, organic silt with trace sand (OL/ML) Depth: 55‘- Light grey to grey, wet, loose to medium dense, silty, fine sand (SM) Depth: 77‘- Grey to green/orange, wet, medium dense to dense, coarse to fine sand with trace silt & gravel (SP/SM) Bottom of Boring B-2: Surface elevation- 540’ (+/-) Depth: 4‘- Tan/grey, moist to wet, loose, fine to medium, silty sand (SM) Depth: 13‘-Grey, wet, medium dense, fine to medium sand with traces of silt (SP) Depth: 18‘-Dark Brown, very loose, organic silt with trace fine sand (OL/ML) Depth: 55‘- Light grey to grey, wet, very loose to loose, silty, fine sand with trace fine gravel (SM) Depth: 77‘- Grey to green/orange, wet, medium dense to dense, coarse to fine sand with trace silt & fine gravel (SP/SM) Bottom of Boring B-3: Surface elevation- 540’ (+/-) Depth: 4‘- Tan/orange, moist to wet, loose to medium dense, fine to medium, silty sand (SM) Depth: 13‘-Grey, wet, medium dense to dense, fine to medium sand with traces of silt (SP/SM) Depth: 18‘-Dark Brown, wet, very loose silt with some organics (OL/ML) Depth: 55‘- Light grey to grey, wet, loose to medium dense, silty, fine sand (SM) Depth: 77‘- Grey to green to orange, wet, medium dense to very dense, coarse to fine sand with trace silt and fine gravel (SP) Bottom of boring B-4: Surface elevation- 470’ (+/-) Depth: 4‘- Tan, moist to wet, loose to medium dense, silty sand (SM) Depth: 13‘-Grey, wet, medium dense, fine to medium sand with traces of silt (SP) Depth: 18‘- Dark Brown, very loose silt, with some organics (OL/ML) Depth: 25‘-Grey, wet, loose, silty fine sand (SM/SC) Bottom of Boring Foundation piles are bored down to 50’ - 0” Site location is in flood plane Soil zone B2 for hotel B2 B4 B1 B3
  • 21.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: S-1.2 DECISIONSTYPICAL STRUCTURAL FRAMING PLAN Column spacing varies between 30’ and 40’, to accommodate room layouts. Walls perpendicular to curtain wall system in center atrium act as load-bearing walls, as well as the exterior walls of the ground floor structure. All walls within the atrium are fire-rated at least 1-hour, with an exception to the 2-hour fire-rated stairs throughout. The building uses a radial steel framing system. Cast-in-place concrete stairs throughout. Plan repeated through to the third floor, and radial framing remains through to the roof. UP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 20 21 22 23 24 25 26 27 28 29 303132 33 34 35 36 37 38 39 40 1/16" = 1'-0" 2 Level 1 Load Bearing Walls Lateral Bracing Steel Beam System Steel Columns N ^
  • 22.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: S-1.3 DECISIONSSTRUCTURALVISUALIZATION First, second, third, and roof floors are concrete slabs. All other floors are a composite concrete flooring system. Aluminum curtain wall system with photovolta- ic-powered LEDs make up the hotel tower, and the lower portion of the building is primarily precast concrete, with a classical-style facade. There is a rooftop pool and bar enclosed by move- able glass panels. This will enable guests to use rooftop terrace in all seasons. The roof above the pool is made of 25’ - 0” fink trusses, spanning between 40’ to 90’ - 0”. The truss- es are tall in order to avoid fireproofing, and also to enable people on the ground outside the hotel to catch a glimpse of the glass structure.
  • 23.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: S-1.4 DECISIONSSTRUCTURALVISUALIZATION First, second, third, and roof floors are concrete slabs. All other floors are a composite concrete flooring system. Aluminum curtain wall system with photovolta- ic-powered LEDs make up the hotel tower, and the lower portion of the building is primarily precast concrete, with a classical-style facade. There is a rooftop pool and bar enclosed by move- able glass panels. This will enable guests to use rooftop terrace in all seasons. The roof above the pool is made of 25’ - 0” fink trusses, spanning between 40’ to 90’ - 0”. The truss- es are tall in order to avoid fireproofing, and also to enable people on the ground outside the hotel to catch a glimpse of the glass structure.
  • 24.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: S-1.4 DECISIONSEAST ELEVATION - FRAMING 10TH FLOOR 114’ - 0” 9TH FLOOR 102’ - 0” 8TH FLOOR 90’ - 0” 7TH FLOOR 78’ - 0” 6TH FLOOR 66’ - 0” 5TH FLOOR 54’ - 0” 4TH FLOOR 42’ - 0” 3RD FLOOR 30’ - 0” 2ND FLOOR 15’ - 0” 1ST FLOOR 0’ - 0” TOP OF FOOTING -50’ - 0” All beams and columns are steel construction, with the exception of the foundation and footings, which are concrete. Floor-to-floor heights vary in this project. There shall be 15’ - 0” floor-to-floor on the first and second levels, to accommodate the assembly occupancies on both floors. All other floors are 12’ - 0” floor-to-floor, to keep construction costs down. The hotel is near a flood zone, so the footings extend into the ground 50’ - 0” to accommodate this issue. 4th thru 20th floors: Steel construction Composite concrete slabs 1st thru 3rd floors: Steel construction Concrete slabs Foundation: Concrete pile footings 15TH FLOOR 174’ - 0” 14TH FLOOR 162’ - 0” 13TH FLOOR 150’ - 0” 12TH FLOOR 138’ - 0” 11TH FLOOR 126’ - 0” 19TH FLOOR 222’ - 0” 18TH FLOOR 210’ - 0” 17TH FLOOR 198’ - 0” 16TH FLOOR 186’ - 0”
  • 25.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: M-1.1 DECISIONSSECTION CUTTHROUGH MECHANICAL CHASE Mechanical has been placed in all four major cor- ners of hotel tower for even distribution of HVAC. Thirteenth floor is reserved for the central mechani- cal space, and the roof is reserved for pool mechani- cal and plumbing storage tanks. Freight elevators are located in each mechanical shaft, along with maid storage. Level 3 30' - 0" Level 4 42' - 0" Level 5 54' - 0" Level 6 66' - 0" Level 7 78' - 0" Level 8 90' - 0" Level 9 102' - 0" Level 10 114' - 0" Level 11 126' - 0" Level 12 138' - 0" Level 13 150' - 0" Level 14 162' - 0" Level 15 174' - 0" Level 16 186' - 0" Level 17 198' - 0" Level 18 210' - 0" Level 19 222' - 0" Level 20 234' - 0" Roof 254' - 0" Lower Parapet 33' - 6" Upper Parapet 257' - 6" T.O Structure 264' - 0" Level 26 15' - 0" Level 27 0' - 0" DN GUEST ROOMS GUEST ROOMS GUEST ROOM ACCESSIBLE GUEST ROOM GUEST ROOM GUEST ROOMS GUEST ROOMS GUEST ROOMS GUEST SUITE MECH MECH AID MAID EGRESS EGRESS EGRESS EGRESS MAID LOUNGE LOUNGE LOUNGE ELEVATORS MECH MAID MA MECH AID CENTRAL MECHANICAL FLOOR ROOF AND POOL MECHANICAL Guest Rooms Mechanical Loading Dock Office Public Lobby Ballroom & Support Heating Cooling
  • 26.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: P-1.1 DECISIONSSECTION CUTTHROUGH MECHANICAL CHASE The first floor of the hotel is primarily public, aside from the loading dock and other back of the house spaces. The second floor is reserved for ballrooms and their associated support spaces. The third floor is reserved for employees primarily, but the roof pavillions may also be used as lounge spaces by hotel guests. The rest of the hotel, apart from the thirteenth floor, is reserved for guest rooms and suites. There is me- chanical space beneath the rooftop pool area. There is water storage on both the thirteenth and rooftop mechanical areas. Level 3 30' - 0" Level 4 42' - 0" Level 5 54' - 0" Level 6 66' - 0" Level 7 78' - 0" Level 8 90' - 0" Level 9 102' - 0" Level 10 114' - 0" Level 11 126' - 0" Level 12 138' - 0" Level 13 150' - 0" Level 14 162' - 0" Level 15 174' - 0" Level 16 186' - 0" Level 17 198' - 0" Level 18 210' - 0" Level 19 222' - 0" Level 20 234' - 0" Roof 254' - 0" Lower Parapet 33' - 6" Upper Parapet 257' - 6" T.O Structure 264' - 0" Level 26 15' - 0" Level 27 0' - 0" Guest Rooms Mechanical Loading Dock Office Public Lobby Ballroom & Support WATER STORAGE TANKWATER STORAGE TANK Water Line Sanitary Line
  • 27.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: FP-1.1 DECISIONSSECTIONTHROUGHATRIUM Automatic Sprinkler System (ASP) is required for buildings over 75’ - 0”. Sprinkler supply water is in roof mechanica space. Fire extinguishers and pull stations are located at every floor near egress. Guest Rooms Mechanical Loading Dock Office Public Lobby Ballroom & Support ASP WATER DISPURSEMENT ASP WATER DISPURSEMENT Fire Extinguisher 1-Hour Fire Wall 2-Hour Fire Wall
  • 28.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: FP-1.2 DECISIONSFIRE PROTECTION PLAN Automatic Sprinkler System (ASP) is required for buildings over 75’ - 0”. Sprinkler supply water is in roof mechanica space. Fire extinguishers and pull stations are located at every floor near egress. FIRST FLOOR PLAN UP DN DN DN DN LOUNGE LOUNGE EGRESS EGRESS EGRESS EGRESS EGRESS EGRESS MECH MECH MECH MECH LOBBY BAR/LOUNGE PUBLIC TOILETS PUBLIC TOILETS MAN GER'S OFF CE BUSINESS OFFICE RECEPTION PORTE COCHERE LOADING DOCK LAUNDRY COFFEE SHOP ELEVATORS CO ERCIAL KIT EN CONFE NCE MAID MAID MAID MAID E MEC MEC USI FFI AN FF Fire Extinguisher 1-Hour Fire Wall 2-Hour Fire Wall Pull Station Smoke Detector
  • 29.
    Power Switch Electrical Outlet NAME: KristenEllis COURSE: ARC541 CHECKED BY: T. Heckman DATE: 12/14/2015 SHEET: E-1.1 DECISIONSPOWERAND LIGHTING Outlets placed at a minimum 12’ - 0” apart. Outlets in bathrooms have ground circuit protection. S S S S S S
  • 30.
    NAME: Kristen Ellis COURSE: ARC541 CHECKED BY: T.Heckman DATE: 12/14/2015 SHEET: AP-1.0 DECISIONSACCEPTANCE - FINALTHOUGHTS Overall, I feel like this project came out pretty well. I have a major problem with the location of the loading dock though. Since this is supposed to be a luxury hotel, trash and deliveries should not be visible to the public. However, the commercial kitchen is not located next to the loading dock, and neither is the coffee shop in the lobby. I discovered this problem after it was already too late, and the architect that watched our final presentations pointed it out as well. He told me that the project would be better off back to the drawing board. Changing the location of the location of the restaurant to the second floor, above the loading dock, would probably help alleviate this problem.