WHITE OAK APARTMENTS AT ORIOLE LAKE
Project Cover Stephen Lauer Seminar: Technology Course: Arc 541 Instructor: Heckman Date: 12/18/2015
G-1.0 Page 1 of 35
White Oak Apartment at Oriole Lake 12 Oriole Lake Rd Clauina, MD 99999 Designer:
Stephen Lauer
Southern Illinois University - Carbondale Course: Arc 541 Instructor: Heckman
Abbreviations AC A.F.F. A.H.U. ALT. ARCH. BM. BLDG. CLG. COL. CONC. CONST. DET. DN. DWG. ELEC. ELEV. EP.
-Acoustic -Above Finished Floor -Air Handling Unit -Alternate -Architectural -Beam -Building -Ceiling -Column -Concrete -Construction -Detail -Down -Drawing -Electric(al) -Elevation -Electrical Panel
EQ. FE FL. FTG. FND F.R. Gyp. Mfr. Mtl. Mat. Mech. O.C. Rm. S.F. Typ. Vert.
General Notes
-Equal -Fire Extinguisher -Floor -Footing -Foundation -Fire Resistant -Gypsum Wall Board -Manufacturer -Metal -Material -Mechanical -On Center -Room -Square Feet -Typical -Vertical
Decisions
Sheet Index G-1.0 G-1.1 G-1.2 G-1.3 Z-1.0 Z-1.1 Z-1.2 C-1.0 C-1.1 C-1.2 A-1.0 A-1.1 A-1.2 A-1.3 A-2.0 A-3.0 A-8.0 A-9.0 A-9.1 A-9.2 S-1.0 S-1.1 S-1.2 S-1.3 P-1.0 M-1.0 E-1.0 E-1.1 E-2.0 E-2.1 FP-1.0 FP-1.1 FP-1.2 FP-1.3 AP-1.0
Cover Sheet Index & abbreviations Code Information Egress Routes Site Information Zoning Parking Site Analysis Site Analysis Soil Information Master Plan Floor Plan Floor Plan Floor Plan Elevations Section Material Selections Perspectives Perspectives Perspectives Structural Site Information Footing, Foundation, & Section Framing Plans Structural Isometric Plumbing Plan HVAC Plan Power Plan Power Plan Lighting Plan Lighitng Fixtures Sprinkler & Standpipes Sprinkler & Standpipes Fire Barriers Fire Barriers Acceptance Panel
General Info Stephen Lauer Seminar: Technology Course: Arc 541 Instructor: Heckman Date: 12/18/2015
G-1.1 Page 2 of 35
Code Information Occupancy Classification Occupancy Classification
Residential
Primary Use Group
R-2
Means of Egress Occupancy Load
Type of Construction Construction Type
Type 1B
General Building Height and Areas Allowable Height
160’
Allowable Stories
11 Stories
Egress Width Per Occupant Served
70’
Actual Stories
6 Stories
Actual Area
66,000 Sq. Ft. per Building
Fire Protection Smoke Detection
Yes
Fire Suppression System
Yes
Regulatory Requirements
Residential 200sqft/occupant NSF 22,000 = 110 Occupancts Mech Rm 300sqft/occupant NSF 5000 = 16 Occupancts With Sprinkler System Stairways: 0.3 Inch per Other:
occupant
0.2 Inch per
Primary Building Codes IBC NFPA IECC IPC
AISC
AISI Egress Stair Width Calc: 110×.3 = 33in Min. ANSI Other Egress Calc: 110×.2 = 22in Min. ASHRAE Therefore minimum door width used is 36 in Minimum Number of Exits for Occupant Load
First Floor Per Each Floors
Max Exit Travel Distance With Sprinklers
250’
3 Exits 2 Exits
-International Building Code 2012 -National Fire Protection Association -International Energy Conservation Code -International Plumbing Code
National Organizations
occupant
Allowable Sq Ft. per Floor UL Actual Height
Decisions
AMSE ICC NFPA
-Building will be a mid-rise apartment structure with one bedroom, two bedroom, and three bedroom units. - Building will be 6 stories at its highest floor and will be a total of 70 feet. (11 stories is max story limit and 160 feet is height restriction). -Overall sq ft - 3 stories per building × 22,000 gross sq ft per floor × 10 buildings = 660,000 gross sq. ft.
-The entire building will be sprinklered. Fire rating in all egress pathways will be 1 hour and -American Institute of Steel 1 hour rating between floors and units. Construction -American Iron and Steel -Each unit has its own washing machine and Institute dryer thus exceeding the 1 per 20 unit code -American National Standard requirement. Institute -American Society of Heating, -Each one bedroom unit has 1 water closet, Refrigeration, and Air lavatory, bathtub, and kitchen sink. Each Conditioning Engineers -American Society of Mechanical multi-bedroom unit has at least 2 water closets, 2 lavatories, 2 bathtubs, and 1 kitchen sink. Engineers -International Code Council -Each floor has space for a janitor sink in the -National Fire Protection Agency center of the interior corridor.
Plumbing Fixture Count Water Closet
1 per Dwelling Unit
Lavatory
1 per Dwelling Unit
Bathtub/Shower
1 per Dwelling Unit
Kitchen Sink
1 per Dwelling Unit
Washing Machine
1 per 20 Dwelling Units
Code Information Stephen Lauer Seminar: Technology Course: Arc 541 Instructor: Heckman Date: 12/18/2015
G-1.2 Page 3 of 35
Means of Egress
Decisions -Hallway at the middle of the building to satisfy
Circulation Diagram
the remoteness of egress stairs code requirement.
- All egress pathways will be 1 hour fire rating. -Egress Pathways have a width of 72” which exceeds minimum calculation of 36”. -Each floor above the first will have 2 means of exits and the first floor will have 4 exits. 1 Stair hall 2 Elevators
1 Stair hall 2 Elevators
-Fire separation between dwelling units will be 1 hour as will the horizontal separation between floors.
This complies with Section 711.3 of the 2012 IBC.
Primary Egress Routes
UP
UP
First - Third Floors Similar
Primary Egress 1 Hour fire rating
Fourth - Sixth Floors Similar
Primary Egress 1 Hour fire rating
In compliance with Section 1023.3 of 2012 IBC
In compliance with Section 1023.3 of 2012 IBC
Egress Distances
Means of Egress
UP
UP
Stephen Lauer Seminar: Technology Course: Arc 541
First - Third Floors Similar
190’ to Exit 200’ to Exit
Fourth - Sixth Floors Similar
85’ to Stairs 95’ to Stairs
100’ to Stairs 110’ to Stairs
Instructor: Heckman Date: 12/18/2015
G-1.3 Page 4 of 35
Site Information |Location: 15081 Roxbury Road, Glenelg, Maryland 21737 |Latitude: 39°15’3.00”N |Longitude: 77° 2’27.96”W |Timezone: (a) GMT/UTC - 5:00 Eastern Timezone |Background information on Glenelg, MD (a) County: Howard County (b) Population: 2,152 people (c) Median Income: $173,471.00 (d) Median house price: 798,223.00 (e) Schools: -Glenelg High School -Glenelg Country Day School (f) Travel Information -Columbia, MD -12.1 miles away -Baltimore, MD -24.9 miles away -Washington DC -36.1 miles away |Crime Report (a) Crimes reported in 2015: 17 - Type: Theft, Burglary, & Property Crime |Religion (a) Catholic: 19.2% (b) Baptist: 2.93% (c) Methodist: 4.53% (d) Other Christian: 8.67% (e) Jewish: 1.25% (f) Islam: 0.11%
Decisions -Near very nice neighborhood with expensive houses. -Site is roughly 30-40 miles from the Atlantic ocean. This means the site has the potential for hurricanes or other tropical storms. -Very low crime area is good for real estate
sales and to entice businesses to come to the site.
Site Information Stephen Lauer Seminar: Technology Course: Arc 541 *Map images all taken from Google Earth *http://www.bestplaces.net/zip-code/maryland/glenelg/21737 *http://glenelgmaryland.com/
Instructor: Heckman Date: 12/18/2015
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Zoning
Decisions
|Zoning District: Office-Residential Planned Unit Development (PUD) (a) All permitted & conditional uses for other zoning districts are allowed in district if approved by development plan. |Area Requirements. (a) O-R-1 Districts. -In an O-R-1 District, a Planned Unit Development must contain at least 3 acres. (b) Other Districts. -In O-R-2, O-R-3, and O-R-4 Districts, a Planned Unit Development must contain at least 2 acres. |Gross Density (a) Efficiency Ratio. -Dwelling unit efficiency ratio must be 67% efficient. -Dwelling units per acre may not exceed: O-R-1: 17 units O-R-2: 79 units O-R-3: 218 units O-R-4: 218 units |Density Premiums (a) For an Office-Residential PUD that is adjacent to a public park of at least 15 acres, a premium may be added of up to 10%. (b) Office-Residential PUD that is within an 1/8 mile of a rapid transit station facility or interchange, a premium may be added of up to 5%. (c) Office-Residential PUD that have dedicated school and/or recreational areas may increase units per acre by 100%. (d) In O-R-2, O-R-3, and O-R-4 Districts that provide at grade permanent open space developed for recreational use, terraces, sculptures, reflecting pools, and fountains, a premium may be added of a percentage equal to 2 times the percentage of the Planned Unit Development so devoted to permanent open space uses. |Lot area. (a) The minimum lot area in an O-R-3 and O-R-4 District is: - 100 square feet per rooming unit. - 135 square feet per efficiency unit. - 200 square feet per other dwelling unit. |Yards. (a) Front, Interior Side, Street Corner Side -In an O-R-3 and O-R-4 District — none required. (b) Rear -In an O-R-3 and O-R-4 District — at least 10 feet deep. |Floor area ratio. (a) Except as specified in paragraph (2) of this subsection, the floor area ratio in an O-R-3 District may not exceed 6.0. (b) The floor area ratio in an O-R-4 District may not exceed 12.0.
-The site is 233 acres which easily allows for all 4 office-residential planned unit development districts to be used. - The amount of apartment units required by the program is 2,000 units which will require the apartment buildings to be in an O-R-3 or O-R-4 districts. The apartments will also have to be in multiple buildings so as not to exceed the unit per acre restrictions.
- Public parks near apartment complexes not only increase the number of units per acre but also allow for the residents to have outdoor space for recreation.
-By allowing for mass transit opportunities on the master plan and near the residential buildings it will allow for less people to have cars.
- By designing apartment buildings and complexes near outdoor open spaces allows for families to have more security and gives residents outdoor activities to paticipate in and experience.
Zoning Analysis Stephen Lauer Seminar: Technology Course: Arc 541 Instructor: Heckman Map images all taken from Google Earth
Date: 12/18/2015
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Parking
Decisions
|Off Street Vehicle Parking (a) Public Housing - 1 space 2 dwelling units (b) Elderly housing - 1 space per 4 dwelling units (c) Single Dwelling - 1 space per dwelling unit (d) Multi-family Dwellings/Apartments - 1 space per 4 dwelling units (e) Fire & Police Stations - 1 space per 2 employees (f) Health Clinic - 1 space per 200 square feet of floor area (g) Hotels - 1 space per dwelling unit (h) Library & Museum - No set requirements (j) Offices/General Business - 1 space per 2,000 square feet of floor area (k) Schools - 1 space per 4 employees - 1 space per 24 auditorium seating |Vehicle Parking (a) Minimum of 180 square feet per vehicle parking space (b) Parking lots must be surfaced with dutless all-weather material (c) Single & 2-family dwellings -2 parallel paved parking spaces 18” wide by 20’ long (d) Screening required for parking with 5 or more parking spaces (e) A buffer zone of at least 3 feet is required with parking lots directly off of a street - Buffer zone must contain a wall that is: http://www.vaasphalt.org/wp-content/uploads/2012/07/parking-lot-layout-650x1024.png -At least 3 feet tall -Constructed from attractive & durable brick, stone, block, or metal grill facing |Bicycle Parking (a) Outdoor parking must be at least 4’ by 6’ (b) Enclosed parking must be at least 15 square feet of open floor space (c) Each space must be equipped to accommodate 2 bikes (d) 1 bicycle space per every 10 vehicle parking spaces
-Large amounts of parking required for the development of our master plan and site. -Apartments require 1 per every 4 units which means that for a 2,000 unit complex a total of 500 spaces are required. -The program calls for 9,000 spots on the 1,620,000 square feet of parking spaces (not including vehicle circulation). master plan which means that we need
-Parking lot designs should have as much greenery as possible to provide shade for pedestrians and vehicles but help eliminate paved surface.
Parking Stephen Lauer Seminar: Technology Course: Arc 541 Instructor: Heckman http://ecode360.com/attachment/NO1919/Parking%20Space%20Dimensions.tif.png
Date: 12/18/2015
Z-1.2 Page 7 of 35
Site Analysis
Decisions -The current site is covered in crops and animal
Roxbury Rd
pastures which will require quite a bit of earthwork to switch to a new town.
-There is no water that comes into the site and the master plan is using an existing detention pond
and turn it into a lake for the residents of the site.
15081 Roxbury Rd
Site Analysis Stephen Lauer Seminar: Technology
Figure Ground Diagram
Course: Arc 541 Instructor: Heckman Date: 12/18/2015
C-1.0 Page 8 of 35
Site Analysis
Decisions -Traffic flow around the site is very minimal and could potentially be a problem for bringing traffic into the site.
-The views into the site from the road is mainly
from the north and northeast so any major attractions to draw visitors to the site should be on or visible from the northeast corner.
Summer Winter
-Sound penetration into the site is from the road Both of these sources should not be detrimental and easily dealt with. The other sound source is the airplanes flying and water/forested areas.
overhead which will be difficult to counter with design but not too much of an issue as the aircraft landing at the nearby airport should not be large aircraft but instead smaller recreational aircraft.
-The wind is not a major issue since the site is protected by trees but still will allow for little penetration into the site unless the design includes multiple high rise structures of which it does not.
Traffic Flow
Traffic Views into the Site
Sound Transmission
Seasonal Winds
Site Analysis
8 am
12 pm
Sun Path Diagrams
4 pm
Sunrise Designated Time Sunset
http://suncalc.net/#/39.2593,-76.9896,15/2015.09.28/10:24
Stephen Lauer Seminar: Technology Course: Arc 541 Instructor: Heckman Date: 12/18/2015
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Soil Information |GhB—Glenelg-Urban land complex, 0 to 8 percent slopes Landscape: Upland Glenelg and similar soils Composition: 45 percent Landform: Summits and backslopes Slope: 0 to 8 percent Texture of the surface layer: Loam Restrictive feature: None noted Drainage class: Well drained Depth to a seasonal high water table: More than 6 feet Parent material: Loamy residuum derived from phyllite Flooding: None Available water capacity: Average of 9.6 inches Urban land Composition: 35 percent |GhC—Glenelg-Urban land complex, 8 to 15 percent slopes Landscape: Upland Glenelg and similar soils Composition: 45 percent Landform: Summits and backslopes Slope: 8 to 15 percent Texture of the surface layer: Loam Restrictive feature: None noted Drainage class: Well drained Depth to a seasonal high water table: More than 6 feet Parent material: Loamy residuum derived from phyllite Flooding: None Available water capacity: Average of 9.6 inches Urban land Composition: 30 percent |The Glenelg series consists of very deep, well drained soils on nearly level to strongly sloping uplands in the northern part of the Piedmont Province. These soils formed in residuum derived from phyllite and micaceous schist. Permeability is moderate. Slope ranges from 0 to 15 percent. Glenelg soils are similar to Gaila soils and are adjacent to Baile, Gladstone, Glenville, Manor, and Occoquan soils. The poorly drained Baile and moderately well drained Glenville soils are in concave upland drainage swales and on concave upland flats. They have a seasonal high water table within a depth of 40 inches. Gaila and Occoquan soils have a solum that is thinner that that of the Glenelg soils. Occoquan soils have bedrock within a depth of 60 inches. Manor soils do not have an argillic horizon and average less than 18 percent clay throughout. They contain more mica throughout. Gladstone soils formed in residuum derived from gneiss. The thickness of the solum ranges from 24 to 40 inches. The depth to bedrock is more than 6 feet.
Decisions -For soil boring information see Sheet S-1.0. -Water table at 6 feet could potentially be an issue with underground structures. Master plan team was considering doing parking underneath buildings to lessen the amount of visible parking.
-Soil can handle quite a bit of water before
becoming water logged and flood the sight.
By
leaving lots of green space it should be able to absorb a lot of the water as long as it does not exceed saturation levels.
-The areas around the designed apartment complex as well as the overall master plan has incorporated large amounts of green space for social interactions.
Site Soil Info Stephen Lauer Seminar: Technology Course: Arc 541
*http://www.nrcs.usda.gov/Internet/FSE_MANUSCRIPTS/maryland/MD027/0/MDHoward5_08.pdf
Instructor: Heckman Date: 12/18/2015
C-1.2 Page 10 of 35
Overall Master Plan
Decisions -Apartment building location was chosen to give a view to the water to the residents. -The overall site plan layout was based around the idea of enhancing social interaction between its residents.
-Cars have been diverted around the edges of the majority of the buildings to encourage people to walk through the site and interact with their surroundings and neighbors.
Overall Master Plan Stephen Lauer Seminar: Technology Course: Arc 541 90’
180’
360’
Instructor: Heckman Date: 12/18/2015
A-1.0 Page 11 of 35
Basement -(15) Storage rooms are located in the basement level for residents to use. Each unit of storage would be rented by the residents upon need. -The electrical room is located on the basement level
Decisions -The mechanical and electrical spaces were placed in the basement because they are not public
Storage
Storage
Storage
Storage
Storage
spaces.
Storage
Storage
Storage
units it would be best muffled by the basement walls and floor between the basement and first floor.
which is where the power will come into the building and then be dispersed throughout the building.
Mechanical
-The centralized mechanical space is located in the
Electrical
center of the basement to allow for the units to be near the mechanical shafts.
-Also due to the noise created by the mechanical
Storage Storage
Storage
Storage
Storage
Storage
Storage
Basement 9’
18’
36’
Floor Plans Stephen Lauer Seminar: Technology Course: Arc 541 Instructor: Heckman Date: 12/18/2015
A-1.1 Page 12 of 35
First through Third Floor Plans
-Total Number of Apartments on Floor 1 through 3: (18) 1 Bedroom Apartments + (12) 3 Bed room Apartments × 5 Buildings = 150 Apartments
-(6) 1 Bedroom Apartments -Kitchen with Island for seating -Living Room with Door to Balcony -One Bathroom (Vanity, Water Closet, Bathtub) -Closet for Stacked Washer/Dryer Unit & Water Heater -One Bedroom with Walk-in Closet -(4) 2 Bedroom Apartments -Kitchen with Island for seating -Dining Area -Living Area with Door to Balcony -Mechanical room for Packaged HVAC Unit & Water Heater -3 Bathrooms (1 in public space & 1 in each bedroom) -Storage Closet -Washer/Dryer room -2 Bedrooms with closets
Decisions
-The one bedroom apartments were placed on the ends to allow for residents living alone to have more of a sound barrier fromt those with families
-A janitor’s closet is provided at the center of each hallway
First through Third Floor Plans Typical 9’
18’
36’
Floor Plans Stephen Lauer Seminar: Technology
One Bedroom Layout N.T.S.
Two Bedroom Layout N.T.S.
Course: Arc 541 Instructor: Heckman Date: 12/18/2015
A-1.2 Page 13 of 35
Fourth through Sixth Floor Plans
Decisions -Total Number of Apartments on Floor 4 through 6: (6) 2 Bedroom Apartments + (12) 3 Bed room Apartments × 4 Buildings = 72 Apartments
-(2) 2 Bedroom Apartments -Kitchen with Island for seating -Dining Area -Living Area with Door to Balcony -1 Bathroom -Storage Closet -Washer/Dryer & Mechanical room for Packaged HVAC Unit & Water Heater -2 Bedrooms with closets
-A janitor’s closet is provided at the center of each hallway
-(4) 3 Bedroom Apartments -Kitchen with Island for seating -Dining Area -Living Area with Door to Balcony -Washer/Dryer & Mechanical room for Packaged HVAC Unit & Water Heater -2 Bathrooms (1 in public space & 1 in master bedroom) -Storage Closet -3 Bedrooms with closets
Fourth through Sixth Floor Plans Typical 9’
18’
36’
Floor Plans Two Bedroom Layout N.T.S.
Three Bedroom Layout N.T.S.
Three Bedroom Layout N.T.S.
Stephen Lauer Seminar: Technology Course: Arc 541 Instructor: Heckman Date: 12/18/2015
A-1.3 Page 14 of 35
Elevations
Decisions -See A-8.0 (materiality page) for reasoning behind exterior material selections
Green Roof
White Stucco
Dark Gray Stucco
Green Roof
North & South Elevations Typical 12’
25’
50’
White Stucco
Dark Gray Stucco
Green Roof
Dark Gray Stucco
Green Roof
West Elevation 12’
25’
50’
White Stucco
Elevations Stephen Lauer Seminar: Technology Course: Arc 541
West Elevation 12’
25’
50’
Instructor: Heckman Date: 12/18/2015
A-2.0 Page 15 of 35
Section
Decisions -The space between the buildings is designed to be able to bring the residents together in an exterior setting.
This creates a private space to be used by White Oak Apartments.
the residents of
-The spaces created by the design are two pools and a large coy pond with a walkway to use as a relaxtion tool.
The final space is preserved as
green space to be converted how the residents see fit.
-The space underneath the upper buildings creates a covered and protected space to keep people out of the elements and allow them to be outside during inclimate weather.
Sections Stephen Lauer Seminar: Technology Course: Arc 541 Instructor: Heckman
Typical Section 16’
35’
70’
Date: 12/18/2015
A-3.0 Page 16 of 35
Materiality Exterior Materials
Decisions
Interior Materials -White Stucco is the material that covers a majority of the exterior of the building.
-The wood floors are used in each of the apartment units in the kitchen, living room, and dining rooms.
-Gives the building a clean look while not
-The darker floors compliment the darker cabintry and create a warm & cozy feeling.
absorbing as much solar gain as a darker buildiing.
White Stucco
Wood Floors -The Dark Gray Stucco is the material that encompasses the balconies for each of the apartment units.
-The white tile floors are used in all the bathrooms, mechanical, and washer/dryer rooms in each of the apartments.
-The darker color gives a contrast to the white
-Tile floors allow for easy cleaning and do
not absorb moisture in case of leaks or spills.
stucco covering the building to create a visual difference between spaces.
Dark Gray Stucco
White Tile Floors -By using green roofs it allows the residents a
-Tan carpeting is used in all of the bedrooms
private space for them to relax and get fresh
to contrast to wood floors used in the public
air.
spaces and create a texture difference in the private areas.
-Each of the upper buildings has a green roof that is accessible to all residents with plenty of trees and benches to have shade and relax under.
-The lower end buildings also have green roofs that all residents have access to.
Tan Carpet
Sheet Title Stephen Lauer
Green Roof
Seminar: Technology Course: Arc 541 Instructor: Heckman Date: 12/18/2015
A-8.0 Page 17 of 35
Perspectives of White Oak Apartments at Oriole Lake
Decisions
Roof Top View over the Pool
Perspectives Stephen Lauer Seminar: Technology
Roof Top Green Space
Course: Arc 541 Instructor: Heckman Date: 12/18/2015
A-9.0 Page 18 of 35
Perspectives of White Oak Apartments at Oriole Lake
Decisions
Pool Area between Buildings
Perspectives Stephen Lauer Seminar: Technology
Coy Pond between Buildings
Course: Arc 541 Instructor: Heckman Date: 12/18/2015
A-9.1 Page 19 of 35
Perspectives of White Oak Apartments at Oriole Lake
Decisions
Aerial Perspective of Building
Perspectives Stephen Lauer Seminar: Technology
Space between Upper Buildings
Course: Arc 541 Instructor: Heckman Date: 12/18/2015
A-9.2 Page 20 of 35
Structural Site Info
Decisions -Foundations will have to be very deep in order to be supported on stable soils. -Recommendations for footings are to be a mat
-Site is 502’ above sea level.
footing in order to allow the building loads to
A
-Seismic Zone: D (High Seismic Vulnerability)
be dispersed through a larger area.
-Frost Depth = 30”
-Since the footings will have to be that deep then the area between the footing and the first floor is
-Site Topography: The original site is sloped towards the southeast but has been modified to allow for construction and new structures to be placed on site. what has been changed.
See decisions for
designed as space for mechanical equipment and storage.
-This area of the larger site has been raised 10’-15’. This is to allow the road
approximately
-Soil Borings -See plan for boring locations (A, B, C, D, E)
B C
-At each boring the results are as follows: -Surface to -10’: Loose sand mixed with clay SPT: 30 blows per foot (bpf) -10’ to -18’:Loose to Medium Density, Fine Sand SPT: 12 bpf -18’ to -30’: Dense, coarse sand with silty soil and gravel throughout. SPT: 25 bpf -30’ to -70’: Dense sand with fine gravel. SPT: 85 bpf
to pass just in front of the site underground which in turn also allows for there to be two levels of parking below the structures in accordance with the deep footing and foundation.
D
E
Structural Layout Stephen Lauer
Site Plan N.T.S.
Seminar: Technology Course: Arc 541 Instructor: Heckman Date: 12/18/2015
S-1.0 Page 21 of 35
Footings, Foundations, & Structural Section
Decisions -The mat footing is needed to disperse the large
N
W24
loads coming down from the stacked buildings.
Green Roof T.O. Roof 573' - 0"
400’-0”
T.O. 6th Slab 562' - 0"
311’-0” W18
3” Decking w/ 3” LW Concrete
The need for the mat footing is created by the large span that the upper building has and requires more structure to accomplish.
-The mat footing is 2 feet thick concrete.
T.O. 5th Slab 550' - 0"
T.O. 4th Slab 538' - 0"
T.O. 3rd Slab
216’-0”
Gyp. clg on mtl studs @ 8’-0” a.f.f.
526' - 0"
T.O. 2nd Slab 514' - 0"
T.O. 1st Slab 502' - 0"
128’-0”
Mechanical & Storage 485' - 0"
31’-0”
Foundation & Section
2’ thk conc. mat ftg
Foundation Plan Scale: 1” = 120’-0”
Structural Section Typical Scale: 1/16” = 1’-0”
T.O. Footing 464' - 0"
Stephen Lauer Seminar: Technology Course: Arc 541 Instructor: Heckman Date: 12/18/2015
S-1.1 Page 22 of 35
Structural Plans
Decisions -Frame Type: Steel w/ Composite Decking
1 50’-0”
2
W18 50’-0”
3.1
3
40’-0”
10’-0”
4
W30 50’-0”
5
-Floor Slabs: -3” metal decking w/ 3” of lightweight concrete -3/4” Shear studs to tie decking to structural framing Steel Stairs
Typical Floor Framing - Floors 1 through 3 Scale: 1/32” = 1’0”
W18
W30
-Steel structure will be 2 hour fire rated using spray on fire protection. The structure will not be exposed in any locations. -Floor to floor heights are 12’-0” and the deepest beam is 24” allowing an additional 24” for mechanical and plumbing. -For floors 1 through 3 including the mechanical/storage levels the lateral bracing will be a moment resisting frame. Then for floors 4 through 6 the structural trusses are the lateral bracing.
Presumed sizes
40K member W24 member W18 member Structural Truss
Structural Plans Typical Floor Framing - Floors 4 through 6 Scale: 1/32” = 1’0”
Stephen Lauer Seminar: Technology Course: Arc 541 Instructor: Heckman Date: 12/18/2015
S-1.2 Page 23 of 35
Structural Isometrics
Decisions -For the exterior material selection see Sheet A-8.0.
Complete Isometric
N.T.S.
Structure isometric N.T.S.
-The lower buildings all have a moment resisting frame to account for the lateral loads on the building. -The upper buildings have the floor to floor trusses which
create the lateral bracing needed for that part of the structure.
Structural Isometrics Stephen Lauer Seminar: Technology Course: Arc 541 Instructor: Heckman Date: 12/18/2015
S-1.3 Page 24 of 35
Plumbing Plans Apartment Complex Fixture Count Type of Fixture Water Closets Lavatories Bathtubs Service Sink
Quantity 390 390 390 1 per Floor
Decisions
Apartment Unit Fixture Count (Floors 1 through 3)
Unit Lavatories Water Closets Bathtubs 1 Bedroom 1 1 1 3 3 3 2 Bedroom
Apartment Unit Fixture Count (Floors 4 through 6)
Unit Lavatories Water Closets Bathtubs 2 Bedroom 1 1 1 2 2 2 3 Bedroom
Plumbing Chase for floors 1 through 3 N.T.S.
Plumbing Stephen Lauer Seminar: Technology Course: Arc 541
Plumbing Chase for floors 4 through 6 N.T.S.
Instructor: Heckman Date: 12/18/2015
P-1.0 Page 25 of 35
HVAC Plans
Decisions
First through Third Floor HVAC Plan -One Bedroom -Mini-Split Systems with vents located in the bedroom, living room, and kitchen -Gree Ductless Mini-Split Tri-Zone Heat Pump System -No refrigerant boxes -Low sound levels -Indoor master/slave settings -Personal space comfort zone created by temperatures sensed by remotes -Two Bedroom -Magic-Pak Packaged HVAC Unit - MCE4 -Electric heating & cooling -Up to 10.4 EER cooling efficiency -Completely self-contained -No outside condensing unit -No external refrigerant lines -No separate cooling coil -Fully insulated cabinet for quiet operation -Low maintenance
First through Third Floor HVAC Plan N.T.S.
Fourth through Sixth Floor HVAC Plan -Two Bedroom -Magic-Pak Packaged HVAC Unit - MCE4 -Electric heating & cooling -Up to 10.4 EER cooling efficiency -Completely self-contained -No outside condensing unit -No external refrigerant lines -No separate cooling coil -Fully insulated cabinet for quiet operation -Low maintenance
Packaged HVAC Mini-Split System Centralized System
Mechanical Stephen Lauer
Fourth through Sixth Floor HVAC Plan N.T.S.
Seminar: Technology Course: Arc 541 Instructor: Heckman Date: 12/18/2015
M-1.0 Page 26 of 35
Power Plan
Decisions
-The power supply to each floor enters in and goes to the supply box in the center of each floor.
-The power is then distributed to each apartment unit’s own box so that each unit is under its own control.
Power to Elevators
Power to Bldg.
Power to Elevators
-In each unit the breaker box is located in either
the mechanical room or the mechanical closet.
Power In
Basement Floor Power Plans N.T.S.
Power Supply Branches to Units Power Supply to floor
Power Supply to upper bldg
Power Plan Stephen Lauer Seminar: Technology
First through Third Floor Power Plans Typical N.T.S.
Course: Arc 541 Instructor: Heckman Date: 12/18/2015
E-1.0 Page 27 of 35
Power Plan
Decisions
-The power supply to each floor enters in and goes to the supply box in the center of each floor.
-The power is then distributed to each apartment unit’s own box so that each unit is under its own control. -In each unit the breaker box is located in either
the mechanical room or the mechanical closet.
Fourth through Sixth Floor Power Plans Typical N.T.S.
Power Supply Branches to Units
Power Plan Stephen Lauer Seminar: Technology Course: Arc 541 Instructor: Heckman Date: 12/18/2015
E-1.1 Page 28 of 35
Lighting Plans
Decisions
-One Bedroom
-Kitchen -Recessed can lighting with LED strips that
illuminate the top and bottom of all the upper
Tiered LED Fixture
-All fixtures will use LED lights to minimize power usage and will have a longer life span.
cabinetry
-Living Room -Recessed can lighting above the sitting area with
-See E-2.1 for all fixture selections.
a ceiling fan between the kitchen and living room
Pendant Light
for air circulation
-Bedroom -Ceiling fan with light -Bathroom -Recessed can lights with exhaust fan
Ceiling Fan
-Two Bedroom
-Kitchen -Recessed can lighting with LED strips that
illuminate the top and bottom of all the upper
a ceiling fan between the kitchen and living room
One Bedroom Lighting Plan N.T.S.
cabinetry
-Dining Area -Pendant fixtures to be shown on E-2.1 -Living Room -Recessed can lighting above the sitting area with
for air circulation
-Bedrooms -Ceiling fan with light -Bathrooms -Recessed can lights with exhaust fan
-Three Bedroom
-Kitchen -Recessed can lighting with LED strips that
illuminate the top and bottom of all the upper
a ceiling fan between the kitchen and living room
cabinetry
-Dining Area -Pendant fixtures to be shown on E-2.0 -Living Room -Recessed can lighting above the sitting area with
Two Bedroom Lighting Plan N.T.S.
Two Bedroom Lighting Plan N.T.S.
for air circulation
Lighting Plan
-Bedrooms -Ceiling fan with light -Bathrooms -Recessed can lights with exhaust fan
-Corridors -Recessed can lighitng in all corridors -Stair Halls -Wall mounted lights
Stephen Lauer Seminar: Technology
Three Bedroom Lighting Plan N.T.S.
Three Bedroom Lighting Plan N.T.S.
Course: Arc 541 Instructor: Heckman Date: 12/18/2015
E-2.0 Page 29 of 35
Fixtures
Decisions -All fixtures will use LED lights to minimize power usage and will have a longer life span.
Fanmation FP7900 Ceiling Fan
http://www.valleylights.com/?page_id=712
Dining Room Pendant Light
http://www.onthebema.com/cdn-contents/2015/10/24/pendant-ceilingfans-ceiling-lights-pendant-lighting-led-lighting-light-bulbs-christmas-
lights-kitchen-light-awesome-led-hanging-light-bar-led-pendant-lightslowesled-hanging-lights-lanternslarge-led-pendant-lights.jpg
LED Cabinetry Light Strip
http://www.brodwax.com/LED/LED%20Series.jpg
Tiered LED Fixture
http://www.painreliefmedica.com/awesome-led-ceiling-light-fixtures/
Lighting Fixtures Stephen Lauer Seminar: Technology Course: Arc 541 Instructor: Heckman Date: 12/18/2015
E-2.1 Page 30 of 35
Sprinkler & Standpipes
Decisions
-Automatic Sprinkler Protection used on all floors
-Class III Standpipes to be placed as plans indicate -1-1/2� hose connections to be installed in accordance with NFPA 13.
and is complimented with standpipes at each of the egress stairs.
-Fire Pull Stations located as indicated by plans (by all
exits and egress stairs).
S FP
S FP
Basement Floor Fire Protection N.T.S. FP
FP
S FP
S FP
Fire Protection FP
First through Thrid Floor Fire Protection N.T.S.
FP
Stephen Lauer Seminar: Technology Course: Arc 541 Instructor: Heckman Date: 12/18/2015
FP-1.0 Page 31 of 35
Sprinkler & Standpipes
Decisions
-Automatic Sprinkler Protection used on all floors
-Class III Standpipes to be placed as plans indicate -1-1/2� hose connections to be installed in accordance with NFPA 13.
and is complimented with standpipes at each of the egress stairs.
-Fire Pull Stations located as indicated by plans (by all
exits and egress stairs).
FP FP
S FP
FP
S
Fourth through Sixth Floor Fire Protection N.T.S.
Fire Protection Stephen Lauer Seminar: Technology Course: Arc 541 Instructor: Heckman Date: 12/18/2015
FP-1.1 Page 32 of 35
Fire Barriers
Decisions -Fire separation between dwelling units will be 1 hour as will the horizontal separation between floors.
This complies with Section 711.3 of the 2012 IBC. -Walls dividing the units from the corridors are to be 2 hour fire rated to keep egress routes intact until all residents have escaped. -Floor to Floor separation is fire rated at 1
hour.
Basement Floor Fire Barriers N.T.S. 1 Hour Fire Barrier 2 Hour Fire Barrier
1 Hour Fired Rated Wall Assembly N.T.S.
http://mcgrawimages.buildingmedia.com/CE/CE_images/0707national3.jpg
Fire Barriers Stephen Lauer Seminar: Technology
First through Third Floor Fire Barriers N.T.S.
Course: Arc 541 Instructor: Heckman Date: 12/18/2015
FP-1.2 Page 33 of 35
Fire Barriers
Decisions -Fire separation between dwelling units will be 1 hour as will the horizontal separation between floors.
This complies with Section 711.3 of the 2012 IBC. -Walls dividing the units from the corridors are to be 2 hour fire rated to keep egress routes intact until all residents have escaped. -Floor to Floor separation is fire rated at 1
hour.
Fourth through Sixth Floor Fire Barriers N.T.S.
Fire Barriers Stephen Lauer Seminar: Technology Course: Arc 541 Instructor: Heckman Date: 12/18/2015
FP-1.3 Page 34 of 35
Acceptance Panel
Decisions
-Overall I am happy with how the apartment complex turned out. I feel that the building is a very interesting concept and creates a number of interesting exterior spaces.
The interior layout was a difficult process to figure out due I feel that the horizontal & vertical circulation works well with the design. A few things that I would to the need for vertical circulation. In the end
change about the project is that some of the spaces on the interior rooms
are rather large (kitchen, dining room, living room) and probably should have been shrunk down a little bit.
I did not look at the exact sizes of each
space in the units until it was too late to go back and change the design. In hindsight
I should have looked at adjusting to fit the units more efficiently This may
instead of fitting the units to the shell that was already designed.
have allowed for more units to be added to the design but it may have not been able to shrink them enough to make additional units. something else that
The structure is I would like to have spent more time on and attempted to
see if any other methods for structuring the upper buildings would have been at all possible.
I like the large trusses but I feel that if the money is being spent for the structure then it should be shown off instead of hidden in the walls. As for the panel set I feel that the overall look and content is very well laid out and understandable. The layout of the panels is simple yet explains what needs to be seen on each sheet.
Acceptance Stephen Lauer Seminar: Technology Course: Arc 541 Instructor: Heckman Date: 12/18/2015
AP-1.0 Page 35 of 35