architectural integration structural mechanical plumbing electrical
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COVER SHEET
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MICAH MCKELVEY
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0 [ cover sheet ] 1 [ general info ] 1 [ site plan ] 2 [ sie plan detail ]
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[ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [
ground level plan ] second level plan ] prime/spec typical plan] roof level plan ] core area plan ] fire stair details ] S & E elevations ] W & N elevation ] long/trans sections ] section 1 ] section 2 ] 1st flr section ] roof level section ] light well section ] etfe pillow section ] 4k tenant office plan ] 4k tenant section ] 4k tenant ceiling plan ]
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1 [ raised flr diagram ]
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[ [ [ [
general info ] calculations ] framing plan/typical members ] foundation plan ]
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[ [ [ [ [
calculations ] info/schematics ] schematics cont ] 4k tenant mech layout ] mech room layout ]
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[ [ [ [ [ [
calculations ] water systems ] waste systems ] roof drains/systems ] fire protection ] 4k sprinkler laout ]
MIXED USE OFFICE BLDG
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[ [ [ [ [
general info ] electrical rooms ] elec riser diagram ] 4k tenent elec wiring plans ] tenant schedules ]
YARDS
CHRIS SCHOENLEIN
THE WASHIINGTON, D.C
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration structural mechanical plumbing electrical
EXTRUSION OF BUILDING DOMAIN
SPLICE SITE ALONG PEDESTRIAN FLOW
HEIGHTS TO MATCH SURROUNDINGS
ANGLE SOUTH FACADE FOR SELF SHADING
FORM FINDING DIAGRAMS GENERAL INFORMATION
G LEVEL PUNCH BALCONIES TO CREATE VERTICAL NEIGHBORHOOD
1 2 3 4 5 6 7 8
RENTABLE 18201.52 19784.85 28570.19 28065.06 28060.28 17935.7 18446.49 18957.26
GROSS
31938.24 31658.14 33645.06 33484.83 32910.3 19930.713 20441.49 20952.26
EFFICIENCY
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1
MICAH MCKELVEY
56.9897402 62.49530137 84.91644836 83.8142526 85.26291161 89.99025775 90.24043746 90.47835413
TOTAL BUILDING
80.52%
CHRIS SCHOENLEIN
BLDG EFFICIENCY CALCULATIONS
THE
MIXED USE OFFICE BLDG
YARDS WASHIINGTON, D.C
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
4TH STREET SE
architectural
To Washington Navy Yard
integration structural mechanical plumbing
Future Residential / Retail
electrical
WATER STREET SE
THE BOILERMAKER SHOPS US DEPT OF TRANSPORTATION
PARK PAVILION
FOUNDRY LOFTS
ANACOSTIA RIVER
TINGEY STREET SE
3RD STREET SE
Situated between two large public green spaces, the building is split in two for pedestrian access
The building site blends the activity of the waterfront park into the urban fabric of the city.
C US DEPT OF TRANSPORTATION
SITE PLAN
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1
2ND STREET SE
TINGEY SQUARE
The site is conceived as a free flow of movement from the capitol building to the riverfront.
N STREET SE
MICAH MCKELVEY
WASA CHRIS SCHOENLEIN
l
o apit C e h To t uilding B
CANAL STREET SE
THE
MIXED USE OFFICE BLDG Future Residential / Retail
To Nationals Ballpark
Future Residential / Retail
YARDS WASHIINGTON, D.C
N
20’ 10’
60’ 40’
SITE PLAN
scale: 1/64” = 1’-0”
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration structural mechanical
The site is designed as a system of pavers, with alternating bands of color. These bands suggest directionality and help facilitate movement across the site and through the two towers along the split. With this movement in mind, literal arrows are extruded to become benches that also act as signs to point out orientations of interest and business and office entries.
plumbing electrical 3RD STREET SE
THE YARDS PARK 7
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6
1
E WAT
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9
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ET TRE
TINGEY STREET SE
SE
1
5
The south plaza is shaded with a large array of trees creating a refuge from the heat for the sun bathers enjoying the adjacent open lawn in the waterfront park. Also, the placement of benches here reinforce the idea that the site blends the park into the urban fabric of Washington D.C.
1 Main entry 2 Grass bed, earth berm to retaining wall 3 Service 4 Main power entry 5 Outdoor restaurant seating 6 Large tree 7 Small tree 8 Bike rack 9 Future hotel 10 Pavers 11 Seating 12 Future fence
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2
3
SITE PLAN DETAIL
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4
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2
2ND STREET SE
By severing the building across the site, a direct visual connection is created between Tingey Square and the waterfront.
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N STREET SE
TINGEY SQUARE
MICAH MCKELVEY
The bands are composed of smaller blocks of pavers that can be alternated for different needs such as allowing the growth of natural grasses, the placement of trees, and provide for water permeable pavers where needed.
CHRIS SCHOENLEIN
WASA
THE
MIXED USE OFFICE BLDG
YARDS N
20’
10’
60’ 40’
SITE DETAIL PLAN
WASHIINGTON, D.C scale: 1/32” = 1’-0”
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration structural mechanical plumbing electrical
A small cafe and to-go coffee shop anchor the corner of each tower. Entrances for retail locations are also strategically located. The gallery is placed on the north to receive soft northern light as well as access to space for exterior installations.
1 RESTAURANT 2 PRIME LOBBY 3 MECHANICAL 4 STORAGE 5 ELECTRICAL ROOM 6 TELECOM ROOM 7 RECYLCING / GARBAGE 8 LOADING DOCK 9 LOADING / STORAGE 10 COFFEE SHOP 11 CAFE 12 BIKE RACK 13 SPEC LOBBY 14 GALLERY 15 ZARA 16 SECURITY 17 FIRE COMMAND RM 18 LIGHT WELL 19 WATER MAIN 20 15 KW ELEC ENTRY
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14
5
12 13
4 6
1 2 17 15
The restaurant is placed on the south to capture waterfront views of the park and to take advantage of exterior seating space for outdoor dining.
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The clothing retailer Zara receives prominent siting along the pedestrian streetscape.
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GROUND LEVEL PLAN
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3
6
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5 MICAH MCKELVEY
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Each tower footprint supports its own solution to programmatic needs. Within the western prime tower, the ground level offers service access on the west facade, coinciding with the adjacency of the water treatment facility and thus the mechanical functions of the structure are placed along this boundry.
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7
4
19, 20
CHRIS SCHOENLEIN
THE
MIXED USE OFFICE BLDG
YARDS 20’
10’
WASHIINGTON, D.C
60’
40’
GROUND FLOOR PLAN
scale: 1/20” = 1’-0”
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration structural mechanical plumbing electrical
OTB
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1 RESTAURANT 2 LIGHTWELL 3 PRIME LOBBY 4 RECEPTION DESK 5 SECURITY OFFICE 6 GENERATOR ROOM 7 MAIN ELEC RM 8 JANIOTR’S CLOSET 9 ELEC RM 10 TELECOM RM 11 RETAIL BRIDGE 12 SPEC LOBBY 13 RECEPTION DESK 14 GALLERY 15 ZARA 16 SHOWER RMS 17 CONVERGENCE/VIEWING DECK 18 STORAGE
17 13
14 9
OTB
8 10 3 4 OTB 5
15
11
OTB
SECOND LEVEL PLAN
A
2
16
1 OTB
10
9
8
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2
MICAH MCKELVEY
15 6
18
7
CHRIS SCHOENLEIN
THE
MIXED USE OFFICE BLDG
YARDS 20’
10’
60’
40’
WASHIINGTON, D.C
SECOND FLOOR PLAN
scale: 1/20” = 1’-0”
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration structural mechanical plumbing electrical
1 PRIME OFFICE SPACE 2 4K OFFICE SPACE 3 8K OFFICE SPACE 4 MEN’S RESTROOM 5 WOMEN’S RESTROOM 6 JANIOTR’S CLOSET 7 MECHANICAL CHASE 8 WAITING AREA 9 ELEC RM 10 TELECOM RM 11 LIGHT WELL 12 BALCONY 13 SPACE FOR BREAK RM
12 7
3
9 4
10
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6
2 1
8
13
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FIFTH LEVEL PLAN
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5
A
12 13 10
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MICAH MCKELVEY
CHRIS SCHOENLEIN
THE
MIXED USE OFFICE BLDG
YARDS 20’
10’
WASHIINGTON, D.C
60’
40’
PRIME/SPEC TYPICAL FLOOR PLAN
scale: 1/20” = 1’-0”
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration structural mechanical plumbing electrical
1.Roof Paver 5.
2.Roof Paver w/ Walkable Foliage
1.
3.Light Well 4.PV Panel 5.Lower Observation Deck
2.
3.
ROOF LEVEL PLAN
A
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4
MICAH MCKELVEY
4.
CHRIS SCHOENLEIN
THE
MIXED USE OFFICE BLDG
20’
10’
YARDS
60’
40’
ROOF PLAN scale:
1/20” = 1’-0”
WASHIINGTON, D.C
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration structural mechanical plumbing electrical
4
1 Lightwell 2 SW Fire Stair 3 Passenger Elevator 4 Waiting Area 5 Mechanical Chase 6 Women’s Restroom 7 Men’s Restroom 8 Janitor’s Closet 9 Electrical Room 10 Service Elevator 11 NW Fire Stair 12 Telecom Room 13 NE Fire Stair 14 SE Fire Stair 15 Lobby / Waiting 16 Tenant Office Entrances
5 3
1
6 11 2
10
7
12
9 8
CORE AREA PLAN
PRIME CORE DETAIL PLAN
scale: 1/8” = 1’-0”
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MICAH MCKELVEY
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14
5 12
7
6
10
CHRIS SCHOENLEIN
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15
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13
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THE
MIXED USE OFFICE BLDG
16
YARDS TENANT CORE DETAIL PLAN
scale: 1/8” = 1’-0”
WASHIINGTON, D.C
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration structural mechanical plumbing electrical
Area of Refuge
stand pipe
AT GROUND LEVEL
AT FIFTH LEVEL
AT ROOF LEVEL
NW FIRE STAIR PLANS
scale: 1/4” = 1’-0”
23 treads @ 11”
FIRE STAIR DETAILS
A A 6
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6
MICAH MCKELVEY
tubular steel
chainlink metal net
23 risers @ 6 7/8”
CHRIS SCHOENLEIN
THE
MIXED USE OFFICE BLDG
16’
4’
NORTH WEST FIRE STAIR SECTION
scale: 1/8” = 1’-0” 4’ 2’
16’ 8’
2’
8’
SECTION A - 6
scale: 1/4” = 1’-0”
YARDS WASHIINGTON, D.C
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration structural mechanical plumbing electrical
A SOUTH ELEVATION
scale: 1/32” = 1’-0”
20’
10’
EAST ELEVATION
40’
10’
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7
scale: 1/32” = 1’-0”
20’
60’
ELEVATIONS
60’ 40’
MICAH MCKELVEY
CHRIS SCHOENLEIN
THE
MIXED USE OFFICE BLDG
YARDS WASHIINGTON, D.C
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration structural mechanical plumbing electrical
A
ELEVATIONS
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MICAH MCKELVEY
WEST ELEVATION
scale: 1/32” = 1’-0”
20’
10’
NORTH ELEVATION
20’
60’ 40’
scale: 1/32” = 1’-0”
10’
60’ 40’
CHRIS SCHOENLEIN
THE
MIXED USE OFFICE BLDG
YARDS WASHIINGTON, D.C
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration structural mechanical plumbing electrical
LONGITUDINAL SECTION
scale: 1/32” = 1’-0” 20’
60’
10’
40’
N
SECTIONS 1 & 2
A
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9
MICAH MCKELVEY
CHRIS SCHOENLEIN
THE
MIXED USE OFFICE BLDG
TRANSVERSE SECTION
scale: 1/32” = 1’-0” 20’
10’
60’ 40’
YARDS WASHIINGTON, D.C
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration
A
structural
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mechanical plumbing electrical
N
SECTION 2
A - 1 0 A
11
MICAH MCKELVEY
CHRIS SCHOENLEIN
A
12
THE
MIXED USE OFFICE BLDG
YARDS WASHIINGTON, D.C 4’ 2’
16’ 8’
SECTION A - 10
scale: 1/8” = 1’-0”
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration structural mechanical plumbing electrical
2
1. RAISED FLR SYSTEM 2. SEAMLESS PERF. CEILING PANEL 3. SPRINKLER HEAD 4. PRESSURIZED 5. 3-WAY AMBIENT LED FIXTURE 6. TEXLON NANO ETFE PACKET 7. DBL GLAZING W/NANO GEL 8. LIGHT WELL DBL ENVELOPE
7
A
14 1
R-VALUE MATERIAL A R-5.0 PER GLAZING R-8.0 25MM NANO GEL
A
= R-18 R-VALUE MATERIAL B R-3 4XPER EACH TEXLON NANO ETFE LYR R-9 AIR GAP PACKET R-4 2X NITROGEN PACKET
5
= R-28(FROM FLR TO FLR)
4
3
SECTION
A - 1 1 B
8
A
15
MICAH MCKELVEY
6
CHRIS SCHOENLEIN
THE
MIXED USE OFFICE BLDG
YARDS WASHIINGTON, D.C 2’
1’
6’
4’
SECTION A - 11
scale: 1/2” = 1’-0”
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration structural mechanical plumbing electrical
11
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1 4” CONC SLAB ON GRADE 2 8” RIGID INSUL 3 FACADE FNDTN 4 STONE LINTEL 5 DBL GLAZING W/NANO GEL 6 CONVECTION VENT 7 SINGLE GLAZING 8 CAISON BEHIND 9 SEAMLESS PERF CEIL ING PANEL 10 SPRINKLER HEAD 11 RAISED FLOOR
1ST FLR SECTION
A - 1 2 6 MICAH MCKELVEY
4 2 CHRIS SCHOENLEIN
3
8
THE
MIXED USE OFFICE BLDG
YARDS 2’
1’
6’
4’
SECTION A - 12
WASHIINGTON, D.C scale: 1/2” = 1’-0”
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration structural mechanical plumbing electrical
5
4 SLOPE
1 ELEVATED GREENY PAVER 2 PERF ROOF PAVER 3 SLOPED RIGID INSUL W/EPDM LAYER 4 GLASS LIGHT WELL RAILING 5 PV PANEL
1 2
3 ROOF SECTION
A - 1 3 MICAH MCKELVEY
CHRIS SCHOENLEIN
SECTION A - 13
scale: 3/8” = 1’-0” 2’
1’
THE
MIXED USE OFFICE BLDG 6’ 4’
YARDS WASHIINGTON, D.C
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration structural mechanical plumbing electrical
1
4 6
2
3
1 CONC COLUMN 2 RAISED FLR SYSTEM 3 ROLLED ALUM. INSUL. SLAB TRIM 4 DBL GLAZING W/NANO GEL 5 3”X3” STEEL SHS 6 SINGLE GLAZING 7 6”X6” STEEL SHS 8 VERTICAL CONTROL VENT W/MOTOR 9 CONC BEAM 10 HORIZONTAL CONVECTION CONTROL VENT W/MOTOR 11 FRP THERMAL BREAK
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5
8 7
LIGHT WELL SECTION DETAIL
A - 1 4 MICAH MCKELVEY
9 10
CHRIS SCHOENLEIN
THE
MIXED USE OFFICE BLDG
YARDS WASHIINGTON, D.C
ASSEMBLY DETAIL scale:
6” = 1’-0”
LIGHT WELL SECTION DETAIL A - 14
scale: 1-1/2” = 1’-0”
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
the following figures represent the thermal comfort level within a room as a function of occupant’s distance from the window too hot
COMFORT 95% content
65% content
too cold
architectural
65% content
integration
time of day: NOON
structural mechanical
scenario one: JANUARY
plumbing
window scenario one: JUNE
back of room
window
electrical
back of room
3
summer
summer
time of day: 3pm
1 2 3 4 5 6 7 8 9 10
1
time of day: 6pm
ROLLED ALUM. INSUL. SLAB TRIM ALUM. COPING RIGID FOAM INSULATION LED STRIP LIGHTING PRESSURIZED NITROGEN FOG PIPE PRESSURIZED AIR PIPE NITROGEN FOG PACKET ETFE INTERIOR LAYER ETFE EXTERIOR LAYER FRP THERMAL BREAK
11 12 13 14 15 16 17
ANCHOR CHANEL 6”X6” STEEL SHS NEOPRENE INTERMEDIATE LATER PE INTERMEDIATE LAYER 2”X4” STEEL RHS CANTILEVE EPDM SEALING PROFILE TEXLON NANO ETFE FACADE ELEMENT[MEMBRANE CUSHION] 4-6 mbar PRESSURIZED COMBINED U-VALUE =.03 4X MEMBRANE ETFE TRANSLUCENT
10
4
2 ETFE PILLOW ASSEMBLY
A - 1 5
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5
MICAH MCKELVEY
6
7
15
CHRIS SCHOENLEIN
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9
16 17
ASSEMBLY DETAIL
THE
MIXED USE OFFICE BLDG
YARDS WASHIINGTON, D.C
scale: 6” = 1’-0”
SECTION DETAIL A - 15
scale: 3” = 1’-0”
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration structural mechanical KEY NOTES: 1 ENTRANCE / RECEPTION 2 SECRETARY 3 MAIN OFFICE 4 TEAM CONFERENCE 5 MAIN CONFERENCE 6 COPY / PRINT CENTER 7 KITCHEN 8 ASSOCIATE OFFICE 9 ELECTRICAL / STORAGE 10 EXECUTIVE SECRETARY 11 VP OFFICE 12 VP / PRESIDENT RR 13 PRESIDENT OFFICE
plumbing electrical
4 1
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11
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8
A - 1 6
6 2
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TENANT OFFICE PLAN
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3
MICAH MCKELVEY
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5
CHRIS SCHOENLEIN
THE
MIXED USE OFFICE BLDG
I.S. OFFICE PLAN
scale: 1/8” = 1’-0” 4’ 2’
16’ 8’
YARDS WASHIINGTON, D.C
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration structural mechanical plumbing electrical
I.S. TRANSVERSE SECTION
scale: 1/8” = 1’-0” 4’ 2’
16’ 8’
TENANT SECTION
A - 1 7 MICAH MCKELVEY
CHRIS SCHOENLEIN
FURNITURE SCENARIO
THE
MIXED USE OFFICE BLDG
YARDS WASHIINGTON, D.C
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural 1 2 3 4
integration
EXPOSED T-BEAM SEAMLESS PERFORATED PANEL 3 TUBE LED AMBIENT LIGHTING RECESSED CAN
structural mechanical plumbing electrical
4
1 2
3
TENANT CEILING PLAN
A - 1 8 MICAH MCKELVEY
3
2
CHRIS SCHOENLEIN
THE
MIXED USE OFFICE BLDG
SEAMLESS PERFORATED CEALING [ABOVE]
[BELOW] I.S. REFLECTED CEILING PLAN
scale: 1/8” = 1’-0” 4’ 2’
16’ 8’
YARDS WASHIINGTON, D.C
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration structural mechanical plumbing electrical
UNDERFLOOR SERVICE DISTRIBUTION SYSTEM
AIR SUPPLIED UNDERFLOOR
1
2
FEATURES & BENEFITS PEDESTAL ASSEMBLY - ASSEMBLY SHAL PROVE A 2” TOTAL ADJUSTMENT WITH A FLOOR HEIGHT OF 7” OR GREATER - ASSEMBLY UP TO 36” SHALL PROVIDE A 6000LB AXIAL LOAD - STANDARD FINISHED FLOOR HEIGHTS OF 6” TO 36” - CEILING DESIGN FREEDOM DUE TO ELIMINATION OF DUCTWORK, CABLE TRAYS, ETC - 10% OF THE AMOUNT OF AIR PRESSURE REDUCING THE FPUMP REQUIREMENTS - DIE CUT PANELS REDUCE LEAKAGE AND IMPROVE ENERGY EFFICIENCY
RAISED FLR DIAGRAM
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1
MICAH MCKELVEY
CHRIS SCHOENLEIN
THE
MIXED USE OFFICE BLDG
3
YARDS WASHIINGTON, D.C
RAISED FLOOR DISTRIBUTION DIAGRAM
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
STRUCTURAL NARRATIVE
architectural
due to the form of our building, we chose to use shear walls along the core while implementing columns and girders in a 30’ x 32’ grid along the exteriors of the core. t-beams were chosen to span the lengths of the bays. girders run perpendicular to the length of the building on every side. with the use of a raised floor system, t-beam depth is not an issue except for maximizing floor to floor heights. the vertical loads of the building are transferred down to the foundation. piles are used as the main form of foundation because the unstableness of the soil and high water level along the anacostia river in washington d.c..
integration structural mechanical plumbing electrical
GENERAL NOTES: the structure is designed to be self supporting and stable after the building is completed. it is the contractr’s responsibility to determine the erection procedure and sequence and insure the safety of the construction personel, building, and its component parts during erection, this includes the addition fo whatever shoring, temporary bracing, etc. that may be neccessary, fall protection support from the perimeter columns should be provided in accordance with osha requirements. such material shall remain the contractor’s property after completion fo the project. CONCRETE: all concrete should develop a min compressive strength in 28 days as follows: pile caps and grade beams: 4000psi retaining wall and spread footing: 4000psi all other concrete: 4000psi all concrete construction shall confrom to aci 318-05 specification. all detailing, fabrication, and placing of reinforcing bars, unless otherwise notes, shall conform to aci 318-05.
3D STRUCTURAL VIEW [SW]
GENERAL INFORMATION
30’
S
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0
MICAH MCKELVEY
slab:
t-beam:
5” #3 @ 11” #3 @ 12” h d w 2
= = = -
20” 15” 12” #11 CHRIS SCHOENLEIN
#3
32’ 30’
un m r bea t
THE
MIXED USE OFFICE BLDG
#3
YARDS
#11
WASHIINGTON, D.C
T-BEAM DESIGN
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
STRUCTURAL CALCULATIONS
AXIAL COLUMN LOADS
use 2 - #11 bars (a(s) = 3.12 in^2 check actual affective depth d (asusme #3 stir/1.5)
SLAB: 1. calculate h(min) on aci table 9.5a h(min) = l/20 = 8(12)/20 = 4.8 (round to 5”) 2. determine slab design load wu = 1.2((5(12)/144)(150))+1.6(.08) = .215 k/ft
d = 20-1.5-0.375-1.41/2 = 17.42” > 17” a(s) assumed 10. check minimum steel requirements a(s)min table a-5 a(s)min = 0.0033(12)(17.42) = .69 in^2 < 3.12 in^2 11. check E(t) to ensure tension controlled section E(t) = .00255f’c(B)/p(fy) = .0255(4)(.85)/.0020(60) [ tension controlled section ]
3. determine design moment mu = wul^2/8 = .215(8)^2/8 = 1.72 k-ft 4. establish approximent d, assume # 6 bars d= 5.0-7.5-.75/2 = 3.875”
Slab depth Beam height
beam length Beam width Bay width # beams in bay Bay length LL DL Wu New LL
5 in 15 in
30 12 32 4 30 0.080 0.086 0.160 0.035
ft in ft
TIED SQUARE COLUMN Level height % slab Pu
ft ksf ksf ksf ksf
8 7 6 5 4 3 2 1
94 81 68 55 42 29 16 0
architectural
1 153.52 1 308.98 1 464.45 1 620.62 1 776.79 1 933.77 1 1091.67 1 1251.85
col w Ag 12 12 14 14 16 18 20 21
144 144 196 196 256 324 400 441
Ast
integration
φPn
6.24 438.25 6.24 438.25 10.2 646.73 10.2 646.73 12.5 820.51 15.2 1020.20 15.2 1154.57 18.7 1330.07
structural mechanical plumbing electrical
WIND LOADS
5. determine required k assuming o = .90 requires k = mu/obd^2 = 1/72(12)/.9(12)(3.88)^2 = .1269
for components & cladding floor z (ft) kz kh 0 0 0.575 1 16 0.585 2 29 0.694 3 42 0.771 4 55 0.833 5 68 0.885 6 81 0.930 7 94 0.971 roof 107 1.008
GIRDER: 1. find the factored design moment mu
6. from table a-10, required p = .0022
.688 k/ft
7. required a(s) pbd = (.0022)(12)(3.88) = .1024 in^2/ft a(s)min = .002(12)(5) = .12 > .10 (go by code) 8. therefore use #3 bars @ 11” o.c. 9. select shrinkage and temperature reinforcement required a(s) = .0018(12)(5) = .108 in^2/ft use #3 bars @ 12” o.c.
mu = wul^2/8 wdl = .01k/ft^2(32’)+.688k/ft = 1.008 k/ft wll = .08k/ft^2(32’) = 2.56 l/ft wu = 1.2(1.01)+1.6(5.26) = 5.308 k/ft mu = 5.308(32’)^2/8 = 679.42 k-ft
0.6 0.7 0.775 0.834 0.89 0.936 0.975 1.043
qz(psf) 13.70 13.96 16.55 18.39 19.87 21.11 22.19 23.15 24.03
qh(psf)p(.61 &Atrib -.18)(sqft) P (kips) 24.87 13.80 240 3.31 24.87 13.97 435 6.08 24.87 15.73 390 6.13 24.87 16.98 390 6.62 24.87 17.99 390 7.01 24.87 18.83 390 7.34 24.87 19.57 390 7.63 24.87 20.22 390 7.89 24.87 20.81 195 4.06
2. select a steel ratio p (table a-5) p = .0120 k = 0.6438 3. establish prelim values for b & d (let b = 18”) d=(mu/obk)^(1/2) = (679.42(12)/((.9)(18)(.6438))^.5) = 27.96 (1.5 </ d/b = 1.55 </ 2.2 ok)
T - BEAM: f’c fy b(w) h h(f) spac span ll dl
= = = = = = = = =
4. estimate h (assuming 1.5” cover #3 stur & #8 reinf bar) h = 27.96+.5+.375+1.5 = 30.335 (31”) dead load due to the weight of the beam = wdl wdl = (18/12)(31/12)150lb/ft^3 = .581 kips/ft
4ksi 60ksi 12” 20” (assumed) 5” 8’ 30’ 80psf 10psf + conc wt
5. compute dditional mu due to weight of beam additional factored dl = 1.2(.581) = .6972 k/ft additional factored mu = (.6972)(32)^2/8 = 89.24 k-ft total factored mu = 679.42+89.24 = 768.66 k-ft
1. compute factored loads and factored design moments mu slab wt = 8(5/12)(150) = .5 k/ft stem wt = (15/12)(12/12)(150) = .188 k/ft total wt = .500 + .188 =.688 dead load = .01 ksf (8) = .08 k/ft live load = .08 ksf (8) = .64 k/ft
6. calculate the requred coefficient of resistance k req’d k = mu/obd^2 = 768.66(12)/.9(18)(27.96^2) = .7283 corresponding p = .0139 7. determine req’d a(s) check a(s)min pbd = 0.139(18)(27.96) = 6.10in^2 a(s)min = .0033(18)(27.96) = 1.66 in^2 < 6.10 8. select 4 5 7 -
wu = 1.2(.08+.688)+1.6(.64) = 1.95 k/ft mu = wul^2/8 = 1.95(30)^2/8 = 219.38 k-ft 2. assume an effective depth d (use d=h-3”) d = 20-3 = 17”
steel reinforcing #11 a(s) = 6.24in^2 #10 a(s) = 6.35in^2 #09 a(s) = 7.00in^2
S
1
ok
min bw = 14.0” min bw = 15.5” min bw = 18.5”
MICAH MCKELVEY
9. determine final beam depth & actual depth h = 27.96+1.5+.375+1.41/2 = 30.54 (31”) d = 31-1.5-0.375-1.41/2 = 28.42” > 27.96 ok
4. assume a tension controlled section, Et >/ .005 o = .9
CHRIS SCHOENLEIN
5. rectangular or true t-beam om(nf) = o(.85)f’cbhf(d-hf/2) = .90(.85)*4000)(90)(5)(17-(5/2)) = 1663.88 k-ft
18”
om(nf) = 1663.88 k-ft > 219.38 k-ft behaves as rectangular t-beam
SEISMIC LOADS
6. compute requred k value k = mu/obd^2 = 219.38/.9(90)(17)^2 = .1125
Level
#3 stirrup 31”
7. select corresponding steel ratio: req’d p=.0020 8. compute required steel area a(s): pbd = (.0020)(90)(17) = 3.06 in^2 steel bars and check effective depth #11 a(s) = 3.12in^2 min bw = 08.0 #10 a(s) = 3.81in^2 min bw = 10.5 #09 a(s) = 4.00in^2 min bw = 12.0 #08 a(s) = 3.16in^2 min bw = 11.0 #07 a(s) = 3.60in^2 min bw = 14.0
-
use 4 - #11 a(s) = 6.24in^2
3. determine the effective flange width b based on on aci 1/4 span = 1/4(30)(12”) = 90” bw+16hf = 12+16(5) = 92” center to center spacing of beams = 8(12”) = 96”
9. select 2 3 4 4 6 -
CALCULATIONS
ok ok ok ok ng
4 - #9 1.5” c
2 3 4 5 6 7 8 Roof Total
Floor area W floor (k) W column (k) W total (k) h(ft) h^2 w*h^2 33,167 2072.94 249.6 2322.54 16 256 594569.6 31,980 1998.75 202.8 2201.55 29 841 1851503.6 33,629 2101.81 202.8 2304.61 42 1764 4065336.5 33,855 2115.94 202.8 2318.74 55 3025 7014180.9 33,880 2117.50 202.8 2320.30 68 4624 10729067.2 20,359 1272.44 202.8 1475.24 81 6561 9679033.2 20,884 1305.25 202.8 1508.05 94 8836 13325129.8 21,409 1338.06 202.8 1540.86 107 11449 17641334.8 15991.8875 64900155.54
Cvx 0.0092 0.0285 0.0626 0.1081 0.1653 0.1491 0.2053 0.2718
V=CsW 16.2578 15.4109 16.1323 16.2312 16.2421 10.3267 10.5564 10.7860
Fx 0.15 0.44 1.01 1.75 2.69 1.54 2.17 2.93
THE
MIXED USE OFFICE BLDG
YARDS WASHIINGTON, D.C
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural
3-3
integration structural mechanical
8
plumbing electrical
7 6
5 2-2
4
1-1
3
2
1
A
B
C
D
E
F
G
S
9
1/20” = 1’-0”
-
2
MICAH MCKELVEY
8’-0”
FRAMING PLAN scale:
FRAMING PLAN
8’-0”
#3 @ 12”
#3 @ 11”
15”
#3 stirrup
5”
t -beam
8’-0”
t -beam
#3 stirrup
31”
CHRIS SCHOENLEIN
2 -#11 12”
4 -#11
8’-0”
32’-0”
18”
THE
MIXED USE OFFICE BLDG
30’-0”
30’-0”
TYPICAL BAY scale:
1” = 1’-0”
TYPICAL GIRDER scale:
1” = 1’-0”
TYPICAL T-BEAM scale:
1” = 1’-0”
YARDS WASHIINGTON, D.C
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration structural mechanical plumbing electrical
Pile Cap
FOUNDATION PLAN
S Shear Wall
-
3
MICAH MCKELVEY
CHRIS SCHOENLEIN
FOUNDATION PLAN scale:
1/20” = 1’-0”
THE
MIXED USE OFFICE BLDG
YARDS WASHIINGTON, D.C
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
MATERIALS
Area sq ft
ETFE FULL 1/2 ETFE Glass Glass Tri Conc Panel Conc Knee Wall
R-value
97.5 48.75 78 97.5 97.5 3564
28 28 18 18 36 0.64
COOLING
U-Value 0.03 0.03 0.05 0.05 0.027 1.56
FLOOR 1
QUANTITY
2
FLOOR
# ETFE FULL
1st 2nd 3rd 4th 5th 6th 7th 8th
28 30 30 34 37 33 33 34
LIGHT WELL FLR
1
2
3
4
5
6 7 8
# Glass Tri
93 90 105 108 111 70 71 72
37 27 24 17 15
Total Area
22 25 28 31 33 36 39 42
HEATING
# Glass
2 2 2 1 1 1 2 1
# Glass per flr
1st 2nd 3rd 4th 5th 6th 7th 8th
FLOOR
# 1/2 ETFE
1716 1950 2184 2418 2574 2808 3042 3276
AREA sq ft
ETFE 2827.5 Glass 11368.5 Conc Panel 780 Conc Knee Wall 3564
Q=HEAT
ETFE Glass Conc Panel
3022.5 12714
15696.135
4
ETFE Glass Conc Panel
3363.75 12499.5 780
15685.8975
5
ETFE Glass Conc Panel
3364.75 12694.5 102.5
15507.135
6
ETFE Glass
3266.25 8268
10739.1375
7
ETFE Glass
3268.25 8580
11067.9975
8
ETFE Glass
3364.75 8892
11456.3925
cfm 37500 cfm
ETFE Glass Conc Panel
3022.5 12714 780
39614.055
ETFE Glass Conc Panel
3363.75 12499.5 780
39588.2175
ETFE Glass Conc Panel
3364.75 12694.5 102.5
39137.055
ETFE Glass
3266.25 8268
27103.5375
ETFE Glass
3268.25 8580
27933.5175
ETFE Glass
3364.75 8892
28913.7525 562722.465 2156437.5
2719159.97 BTU/HR
BOILER SIZING: 2719159.97 BTU/HR)/(12000) = 226.59 ton
Q PEOPLE
Q LIGHTS ORIENTATION
WEST EAST NORTH SOUTH
MECHANICAL NARRATIVE:
1.085
21
854438
∆GRAINS
TOTAL
35
892500
TYPE
1/100 sq ft 1/30 sq ft 1/60 sq ft 1/60 sq ft
Office Retail 1st flr Retail 2nd flr Restaurant
AREA
the use of water-source heat pumps are utilized throughtout this mixed use structure. life cycle cost is greatly reduced because optimized systems operate with the least pos sible energy. the optimized water source hear pump units reduce the cost of equipment space and increasess rentable space. air handling rooms are eliminated. duct space is minimized or eliminated with the ad -
TOTAL OCCUPANCY
106017 8971 14019 13434
1060.17 299.033 233.65 83.9625
TOTAL Q PEOPLE
838408
TOTAL
(1.1 watts/area)(3.412)
2.6E-05
SG
Area Glaz
216 27 30 29
25496 9906 3900 18876
SC 0.1149 0.77 0.77 0.77
TOTAL SOLAR GAIN Q Q Q Q Q Q Q
electrical
403.3 ventilation rate: ventilation systems shall be designed to hace the capacity to supply the minimum outdoor airflow rate determined in accordance with table 403.3 based on the occupancy of the space and the occupant load or other parameters as stated therein. the occupant load utilized for design of the ventilation system shall not be less than the number determined from the estimated maximum occupant load rate indicated in table 403.3 shall be determined by an approved engineering analysis. the ventilation system shall be designed to supply the
TOTAL
0.68
plumbing
401.3 when reqiured: ventilation shall be provided during the periods that the room space is occupied.
∆T
OCCUPANCY
1142441
401.2 ventilation required: every occupied space shall be ventilated by natural means in accordance with section 402 or by mechanical means in accordance with section 403.
FACTOR
FACTOR
AREA
402.1 natural ventilation: natural ventilation of an occupised space shall be through windows, doors, structural louvers, or other openings to the outdoors. the operating mechanism for such openings shall be provided with ready access so that the openings are mechanical redily controllable by the building occupants.
130917.15
3
Q SENSIBLE
architectural integration
11895.66
37500 30022.38
Q=COOLING
ETFE 2827.5 Glass 11368.5 Conc Panel 780 Conc Knee Wall 3564
Q LATENT
3022.5 9094.5 780
Q HEAT TOTAL
AREA sq ft
330409.95
ETFE Glass Conc Panel
Q HEAT Q Sensible
TYPE
3022.5 9094.5 780
∆T= 53
TYPE
OBC Mechanical Code Information
ETFE Glass Conc Panel
# Conc panel 8 8 8 8 5
∆T= 21
Envelope Sensible Latent People Lights Solar Equip
Q COOLING TOTAL
TOTAL 632770 205946 90090 421501 1350307 222965.505 854437.5 892500 838407.917 2.6349E-05 1350306.75 1142441
a roof located ventilation system provides the majority of the buildings ventialation needs. the light well, centrally located in the prime needs during the daytime when outside air temperature is adequate. the double skin envelope with convection vents allows for stack effect to occur within the double skin, drawing warm air out of the
M
-
0
MICAH MCKELVEY
VENTILATION PRIME: (137532 X 13’) X 2 ac/hr 60 min/hr
CHRIS SCHOENLEIN
= 59597.2 cfm required
SPEC: (60225 x 13’) X 2 ac/hr 60 min/hr = 26097.5 cfm required
4301059 BTU/HR
COOLING TOWER SIZING = (4301059 BTU/HR)/(12000) = 358.42 ton
CALCULATIONS
AIR HANDLER = PRIME:62,000 cfm unit
SPEC: 28,000 cfm unit
THE
MIXED USE OFFICE BLDG
YARDS WASHIINGTON, D.C
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
ETFE OPERATION SCHEME
Strategy Summary SOLAR CLIMATE SENSOR
CONTROL SYSTEM
ETFE (ethylene tetrafluoroethylene) cushions: combine exceptional light transmission with high insulation. each layer within the cushion can incorporate different types of solar shading, enabling the designer to optimise the aesthetic and environmental performance of the building envelope. the system consists of pneumatic cushions that are 1% the weight of glass, restrained in aluminium extrusions and supported by a lightweight structure. the cushions are inflated with low pressure air and nitrogen fog to provide insulation resist solar radiation and resist wind loads. the cushions are fabricated from multiple layers of ETFE foil. as each layer of foil encloses a layer of air, the U value of the envelope is very low and can be optimised to suit each application. with the incorporation of Texlon® Nano each assembly achieves a U value low of 0.3.
architectural integration structural mechanical plumbing electrical
Distributed Intellegence: 265 sensors with a small cpu, connected to the ETFE cushions, makes each ETFE cushion intellegent. High Performance Glazing: solera advanced insulated glass system. uses 8mm of nanogel to achieve an insulation value at center of glass of r-17.
NITROGEN FOG MACHINE
GENERAL AIR STATION
DIAPHRAM AIR STATION
SENSORS
Wall Performance: solarcrete structural insulated concrete panels have r-value of r-36 which is 2 to 3 times more resistant to heat loss transfer than the average u.s. department of energy recommendations for r-values for walls when using gas, heat pump or fuel oil for heating. Light Weight Facade Structure: completely thermaly broken facade members support a lightweight, highly insulated facade.
SELECTED COOLING TOWER: DELTA COOLING TOWERS, INC.
NOTES: 1. DIMENSIONS SHOWN ARE NOMINAL AND ARE SUBJECT TO FABRICATION TOLER ANCES.
MODEL: TR-305812 OPERATING WEIGHT: 12130 LB DIM L X W X HT: 21.5’ X 8.5’ X 11’ CAPACITY TONS: 408 FAN MOTOR HP (#): 5 X (3) SUMP CAP GALLONS: 720
INFO/SCHEMATICS
M
-
1
MICAH MCKELVEY
2. MOUNTING BASE TO BE INSTALLED ON A RIGIG STRUCTURE, PROPERLY SUP PORTED. 3. EXTERNAL PIPING MUST BE INDEPENDENTLY SUPPORTED. 4. PIPNG AND BULKHEAD FITTING MATERIAL IS PVC. 5. HARDWARE MATERIAL IS TYPE 304 STAINLESS STEEL. 6. FAN ASSEMBLY SHIPPED INSTALLED ON TOWER. 7. FOR BOTTOM OUTLET MAXIMUM OPENING IN SUPPORT TO BE 22” X 22”. 8. MAXIMUM INLET WATER TEMPERATURE 140 DEGREES FARENHEIT. 9. ALL DIMENSIONS ARE IN INCHES. 10. ALL WEIGHTS ARE IN POUNDS. DRY WEIGHT INCLUDES; FAN ASSEMBLY AND TOWER, COMPLETE AND MOUNTING PLATFORM, OPERATING WEIGHT INCLUDES FULL SUMP.V
# QTY DESCRIPTION MATERIAL 1 1 TOWER SHELL 2 3 FAN RING 3 3 MOTOR 4 3 ELEC CONN 5 3 PROPELLER 6 3 FAN GUARD 7 1 WATER DISTRI 8 1 SET MIST ELIMINATOR 9 1 FILL SUPPORT 10 1 STRAINER 11 1 SET FILL 12 16 LOUVER WINDOW 13 1 LADD ASSEMBLY 14 1 FLOAT VALVE 15 3 VIBRATION SWITCH 16 1 MOUNTING BASE
POLYETHYLENE COATED STEEL ALUM/STEEL ALUM FRP POLYPROP COATED STEEL PVC PVC FRP PLASTIC PVC PVC ALUM BRONZE STEEL PREM COATED STL
CHRIS SCHOENLEIN
THE
MIXED USE OFFICE BLDG
YARDS WASHIINGTON, D.C
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural
SELECTED BOILER UNIT: FULTON - EDGE VERTICAL TUBELESS BOILER
integration structural
ICX BOILER: 9.5 INPUT BTU/HR: 398,000 STEAM OUTPUT: 328 LBS/HR HOT WATER OUTPUT: 3,181,000 BTU/HR WATER VOLUME: 16 GAL OPERATING WEIGHT: 2,033 LBS FOOTPRINT IN INCHES: 33 X 44 X 85 (W X D X H) FEATURES • Same vertical tubeless 2-pass design as our Classic boiler • Additional Flue Gas Enhancing System to maximize efficiency • Top mounted burner for even heat distribution • Small footprint - compact design • Built/Certified to ASME, CSD-1 and other applicable codes, UL Packaged Boiler • All hand-welded pressure vessel • Stainless steel jacket
mechanical plumbing electrical
BOILER
Side View
Front View
BYPASS: SPRING AND FALL
AIR HANDLER
Top View
HP
SELECTED AIR HANDLER UNIT: FULTON - AAON RL SERIES
LEVEL 8
PRIME SPACE: MODEL RL 190 [ 24,750 to 75,000 cfm ]
HP
DIMENSIONS: 142” X 102” X 227”
LEVEL 7
SPEC SPACE: MODEL RL 070 [ 8,900 to 30,000 cfm ] DIMESIONS: 100” X 102” X 225” Performance • Air filters are available in various configurations and can be provided with multiple options and monitoring devices for improved indoor air quality. • Factory or field mounted controls can be provided to meet the existing control architecture or designed to meet your needs for new construction. • Hot water or steam heat can be tied into buildings existing heating system. • Modulating or multi-stage gas heat for improved fuel efficiency and greater occupant comfort. • SCR (Silicon Controlled Rectifier) electric heat control allows for reduced power consumption, longer heat life and improved occupant comfort.
COOLING TOWER
Green Benefits • All AAON air handling equipment is capable of operation with R-410A environmentally friendly refrigerant. • Integral factory installed AAONAIRE Energy Recovery Wheel yields a smaller footprint than aftermarket bolt-on installations and gives peace of mind knowing AAON has expertly designed the complete system. • Selectable row cooling coils provide improved dehumidification and allow low air flow applications. • VFD volume control on the blower provides better energy efficiency.
HP
AIR HANDLER
LEVEL 6
HP
HP
M
SCHEMATICS
-
2
LEVEL 5
HP
HP
MICAH MCKELVEY LEVEL 4
HP
HP LEVEL 3
HP
HP LEVEL 2
HP
CHRIS SCHOENLEIN
HP LEVEL 1
THE
MIXED USE OFFICE BLDG
YARDS WASHIINGTON, D.C
ISO / SECTIONAL / RISER SCHEMATICS
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration structural mechanical plumbing electrical
vertical ventilation duct
H
C
1
2
3
4
ZONE 2
1183 sq ft
ZONE 3
1827 sq ft
ZONE 1
710 sq ft
ZONE 1: PRESIDENT OFFICE VP OFFICE SHARED RESTROOM
= = =
ZONE 4
374 sq ft
20cfm 20cfm 75cfm
ZONE 2: ASSOCIATE OFFICE x3 = 60cfm KITCHEN = 40cfm COPY ROOM = 7cfm MECH/ELEC CLOSET = 6cfm CIRCULATION = 15cfm ZONE 3: LOBBY OPEN OFFICE TEAM CONFERENCE RECEPTION ZONE 4: CONFERENCE ROOM O.A. REQUIREMENTS:
ZONE ZONE ZONE ZONE
4’ 2’
*NOTE: ALL DUCTING/PIPING RUN BELOW TATE WOODCORE RAISED FLOOR. ZONES SEPARATED BY INTERNAL PLENUM PARTITIONS ALL HEAT PUMPS ARE BOTH HEATING AND COOLING. (RATED ON COOLING LOAD. HEATING CAPACITY EXCEEDS REQUIRED)
= 6cfm = 200cfm = 160cfm = 30cfm = 440cfm
1 2 3 4
= = = =
ZONE 1 - 38714 BTU
- 3.22 TON (COOLING REQUIRED) PUMP - 3.34 TON (MODEL TR-042) CLIMATE MASTER TRANQUILITY SERIES
115cfm 128cfm 396cfm 440cfm
ZONE 2 - 43284 BTU - 3.60 TON (COOLING REQUIRED) PUMP - 3.97 TON (MODEL TR-048) CLIMATE MASTER TRANQUILITY SERIES
ZONE
Area of glass
Q heat
Q sens
total q heat
1
390
620.1
6613.075
7233.175
2
468
744.12
7360.64
8104.76
3
1248
1984.32
22771.98
24756.3
4
546
868.14
25302.2
26170.34
q envelope
q sense
q latent
q people
1
245.7
6613.075
1642.2
3550
2
294.84
2916.48
1827.84
5915
3
786.24
9022.86
5654.88
9135
4
343.98
10025.4
6283.2
1870
q lights
q solar
q equip
1
0.005286197
25945.92
717.1
38714.00029
2
0.003172612
31135.104
1194.83
43284.09717
3
0.002054297
61501.44
1845.27
87945.69205
4
0.010035294
36324.288
377.74
55224.61804
q total
ZONE 3 - 87945 BTU - 7.32 TON (COOLING REQUIRED) PUMP - 7.5 TON (MODEL TC-090) CLIMATE MASTER COMPACT VERTICAL SERIES
MECHANICAL FLOOR PLANS scale: easy to remove blower housing for quick service and PSC three-speed fan motor. easy service access from multiple sides
16’ 8’
1/8 = 1’-0”
MECH. FLOOR PLANS
M
-
3
MICAH MCKELVEY
dual compressor vibration isolation for quiet operation
ZONE 4 - 55224 BTU - 4.6 TON (COOLING REQUIRED) PUMP - 4.9 TON (MODEL TR-060) CLIMATE MASTER COMPACT VERTICAL SERIES Unit Features • Sizes 006 (1/2 ton, 1.8 kW) through 060 (5 tons, 17.6 kW) • Exceeds ASHRAE 90.1 efficiencies • Galvanized steel construction with attractive matte black epoxy powder coat paint front access panel • Epoxy powder painted galvanized steel drain pan • Sound absorbing glass fiber insulation • Unique double isolation compressor mounting for quiet operation • Insulated divider and separate compressor/air handler compartments • Copeland scroll compressors (Size 018 and above) • Microprocessor controls standard (optional DXM and/or DDC controls) • Field convertible discharge air arrangement for horizontal units • PSC three-speed fan motor • Internally trapped condensate drain line (vertical units only) • Eight safeties standard • Extended range (20 to 120°F, -6.7 to 48.9°C) capable
easy access control box cotains advanced digital controls with remote service sentinel optional enhanced controls (dxm) & ddc controllers factory installed hanger brackets on horizontal units
epoxy powder painted drain pan with condensate overflow protection
CHRIS SCHOENLEIN
THE
MIXED USE OFFICE BLDG
YARDS WASHIINGTON, D.C
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
H C
OA
H C
OA
H C
OA
H C
architectural
OA
integration structural HP #3 ZONE 3
HP #2 ZONE 2
ZONE 1 - 3.34 TON - MODEL TR-042 - 22.4” x 25.4”
HP #4 ZONE 4
ZONE 2 - 3.60 TON - MODEL TR-048 - 25.4” X 29.1”
87”
HP #1 ZONE 1
mechanical plumbing electrical
ZONE 3 - 7.50 TON - MODEL TC-090 - 24.0” x 29.0” 195-1/2”
ZONE 4 - 4.90 TON - MODEL TR-060 - 25.4” x 29.1”
36”
I.S. MECHANCIAL ROOM LAYOUT
scale: 1/2” = 1’-0”
vertical ventilation duct
H
C
MECH. ROOMS LAYOUT
M
-
4
MICAH MCKELVEY
1
2
3
4
ZONE 2
1183 sq ft
ZONE 1
ZONE 3
CHRIS SCHOENLEIN
ZONE 4
MIXED USE OFFICE BLDG
1827 sq ft
710 sq ft
THE
374 sq ft
YARDS MECHANICAL FLOOR PLAN scale:
WASHIINGTON, D.C 1/8” = 1’-0”
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
Prime 1 2 3 4 5 6 7 8
Lavatory
Toilet
4 4 4 4 4 4 4
Spec 1 2 3 4 5
Urinal
5 5 5 5 5 5
4 4 4 4
DF
SS
1 1 1 1 1 1 1
1 1 1 1 1 1
4 4 4 4
Shower
1 1 1 1 1 1 1
1 1 1 1
6
2902.2 separate facilities where plumbing fixtures are required, separate facilities shall be provided for each sex 2902.3 number the number of percentage of of 50 percent
of occupants of each sex plumbing fixtures shall be distributed equally between the sexes based on the each sex anticipated in the occupant load. the occupant load shall be comprised of each sex, unless statistical data otherwise states.
2902.4 required public toilet facilities customers, patrons, ad visitors shall be provided with public toilet facilities as required in this code. access to public facilities shall not pass through kitchens, storage rooms, closets, or similar spaces not available to the public. employees must be provided with toilet facilities in all occupancies. employee toilet facilities can be either separate or combined with the public toilet facilities.
1 1 1 1
2903.1 water supply protection the supply lines and fittings for every plumbing fixture shall be installed so as to prevent backflow
WATER SUPPLY SYSTEM DESIGN A.
2902.1 minimum number of fixtures plumbing fixtures shall be provided for the type of occupancy and in the minimum number shown in table 2902.1. types of occupancies not shown in table 2902.1 shall be considered individually by the building official. the number of occupants shall be determined by this code. occupancy classification shall be determined in accordance with chapter 3.
# of fixtures
G.
Pressure Loss Due to Elevation
Lavatory
Toilet
Urinal
DF
SS
Shower
prime
48.063 psi
prime
28
30
6
7
7
6
spec
25.547 psi
spec
16
16
0
4
4
0
B.
H.
WSFU Type
WSFU
Lavatory Toilet Urinal DF SS Shower C. Type
Total WSFU Prime Spec
2 10 5 0.25 3 4
56 300 30 1.75 21 24
32 160 0 1 12 0
GPM WSFU
Total WFSU
Total GPM
56 300 30 1.75 21 24
432.75
129.91
D. (Lav) E.
6
18.075
J.
32 160 0 1 12 0
25.547
Determine Size of Pump TPL 77.563
Size of pump -37.563
40
59.622
-19.622
prime
91.4
spec
59.622
361.5
16.492946
L.
8 Development L/Equivalent L/Total Equivalent L spec
DL
180’
241’
Total EL
270’
361.5’
Pressure Loss Due to Friction
prime
13.5 psi
at 29 psi
1-1/2" at 16.5 psi
spec
18.075 psi
DFU
16
0
Toilet
Urinal
DF
SS
7
7
6
spec
16
16
0
4
4
0
DFU
2
6
2
0.5
2
2
TOTAL
prime DFU
56
180
12
3.5
14
12
spec DFU
32
96
0
2
8
0
Size/Slope Diameter 5" 4"
N. Slope
WSFU
Prime
Spec
Total
10 5
300 30
160 0
330 160
Stack/Vent Pipe Stack
Vent
1/8"
prime
5"
4"
1/8"
spec
4"
4"
277.5 138
mechanical plumbing electrical
GPM
prime
155.5
spec
83 PSI for furthest fixture 15 PSI from tank
P
Pressure Loss Due to Elevation
prime
48.063
spec
25.547
13.5
spec
18.075
Valve 6
Friction 13.5
Elevation 48.063
Total 77.563
spec
10
6
18.075
25.547
59.622
spec J.
0
Total Pressure Loss Meter 10
prime
-
MICAH MCKELVEY
prime
I.
CALCULATIONS
Pressure Loss Due to Friction
prime
Shower
6
structural
WSFU
H.
30
spec
spec
G.
28
prime
6
F.
prime
M.
30
0
Pipe Size
Lavatory
PSI for furthest fixture
prime
E.
WASTE WATER SYSTEM DESIGN 205
Urinal
(WC) Total 28.727037
2"
Toilet
D.
Determine Pressure Loss/100'
integration
# of fixtures
C.
Main psi 40
39.3 2.6 4.1 34182 837121 47% 55382 37% 87333 59%
architectural
GREY WATER
Toilet Urinal
59.622
Total EL 270
K.
average annual total number of inches of rain: average rainfall during the lowest month(in): average rainfall during the highest month(in): Roof Area (sq ft): Number of gallons of rooftop rainfall available for harvesting: Percentage of total annual gallons needed to flush toilets and urinals: Dry month availability (gal) Drier month percentage of greywater needed for flushing toilets and urinals: Wet Month Availability (gal): Wetter month percentage of greywater needs for flushing toilets and urinals:
Type
Elevation Total 48.063 77.563
PL 77.563
spec
prime
F.
10
prime
Spec Lavatory Toilet Urinal DF SS Shower
spec
spec
Prime Lavatory Toilet Urinal DF SS Shower
prime
Friction 13.5
1676 5 10 148978 1787733
Estimated Rainwater Available for Harvesting
B.
Valve 6
prime
[Occupancy] # of people in building on any given day: Days per week building is occupied by the majority of the people: Average hours per day will the building is occupied : Estimated total monthly gallons water required for flushing toilets and urinals: Estimated total annual water requirements for flushing toilets and urinals:
A.
Total Pressure Loss Meter 10
I.
Water Requirements for Toilet Flushing
CHRIS SCHOENLEIN
Determine Size of Pump tank psi 0
TPL 77.563
Size of pump 78psi
0
59.622
60psi
Pipe Size
prime
2"
at 29 psi
spec
2"
at 16.5 psi
THE
MIXED USE OFFICE BLDG
YARDS WASHIINGTON, D.C
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
PLUMBING NARRATIVE
architectural
the plumbing system of this building begins at the west facade of the structure. there, the main splits into the two supply pipes for both the prime and spec towers. greywater calculations [listed on P-0] supply the w.c. and urinals w/an average of 47% of their required water year round. water lines are directed to the roof where they meet the cooling tower and boiler. from there, pipes distribute the hot/cold water to the heat pumps, air handlers, and faucets that require a hot line. fixtures are all high efficiency with motion - flush sensors. w.c.â&#x20AC;&#x2122;s are high efficiency flushometer bowls.
structural
integration
mechanical plumbing electrical
roof mounted boiler
meter
BOILER
specified pump
to cooling tower urinal
H
C
to heat pumps
water closet
lavatory
service sink
shower head
drinking fountain hot water pipe cold water pipe
WATER SYSTEMS
P
-
1
MICAH MCKELVEY
greywater from cistern to wc/urinal
CHRIS SCHOENLEIN
PUMP(s)
MAIN AT 80PSI
METER(s)
NO RT H
THE
MIXED USE OFFICE BLDG
YARDS DOMESTIC WATER RISER
WASHIINGTON, D.C
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration structural mechanical plumbing electrical Note: all urinals, water closets, sinks, and drinking fountains to have proper trap construction for sewer gas backflow prevention
vent
urinal
water closet
vent line
lavatory
service sink
shower head
drinking fountain vent water pipe soil water pipe
WASTE SYSTEMS
P
-
2
MICAH MCKELVEY
CHRIS SCHOENLEIN
TO SEWER
NO RT H
THE
MIXED USE OFFICE BLDG
YARDS SANITARY WATER RISER
WASHIINGTON, D.C
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration structural mechanical plumbing electrical
[UNOCCUPIABLE ZONE]
[UNOCCUPIABLE ZONE]
DRAIN TOWARD LIGHT WELL
DRAINAGE NARRATIVE
SLOPE
this structureâ&#x20AC;&#x2122;s drainage scheme is split between two rooftops with a shared overall strategy, direct all possible rain where to the cistern located below the light well in the prime tower. on that side, the whole roof surface low slopes toward the light well, funneling rainwater toward chutes that direct it out and down the well. both rooftop surfaces consist of permeable pavers of stone of grass trays. the spec rooftop, like the prime, uses the same raised paver system to level the surface and allow for runoff to flow beneath. the drains on this side collectively pipe the water back to the cistern on the prime side. the goal of all the drainage, besides its ecological benefit, is to create a waterfall like effect within the light well with mass amounts of water being funneled in during rainy periods. see A-13 for rooftop section details
ROOF DRAINS/SYSTEMS
P
-
3
MICAH MCKELVEY
CHRIS SCHOENLEIN
THE
MIXED USE OFFICE BLDG
YARDS WASHIINGTON, D.C
ROOF DRAINAGE / WATER HARVESTING SYSTEM \
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration structural mechanical plumbing
FIRE PROTECTION:
electrical
the dual siamese connections mounted on the west facade will provide water to the four standpipes and the automatic spinkler system. located within each of the four stairwells are the standpipes, whose 100’ hose radius is able to cover the whole building.
SP
SP
FIRE PROTECTION
P
SP
-
4
SP MICAH MCKELVEY
CHRIS SCHOENLEIN
siamese fire hose connection x2
THE
MIXED USE OFFICE BLDG
20’
10’
YARDS WASHIINGTON, D.C
60’
40’
FIRE PROTECTION PLAN
scale: 1/20” = 1’-0”
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration structural mechanical *REFER TO A-11 FOR KEYNOTING
plumbing electrical
STAND PIPE
DISTRIBUTION PIPE
4K SPRINKLER LAYOUT
P
-
5
MICAH MCKELVEY
CHRIS SCHOENLEIN
THE
MIXED USE OFFICE BLDG
YARDS WASHIINGTON, D.C
I.S. SPRINKLER LAYOUT scale:
1/8” = 1’-0”
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
IMPERATIVE RESPONSE
architectural
The electrical strategy for The Yards Mixed Use Office Developement was focused on keeping electrical loads low to conserve energy for the good of the earth and costs low to building occupants. Relating to the electrical systems, this strategy is mostly accomplished through the architectural design of the building spaces by limiting the depth of the lease spans to a minimum and thus maximizing the office areas for daylighting. This simple strategy completely eliminates the need for additional lighting for the majority of the work day. However, when conditions can not be ideal for lighting the interior spaces, a plan was developed to enable the use of as few lighting fixtures as possible while still providing ample task lighting where needed and creating an architecturally interesting lighting design.
integration structural mechanical plumbing electrical
To do this, the lighting plan provides task downlighting only where absolutely necessary (at entry reception, in the kitchens, the copy room, etc) and specifies mobile (desk mounted) lighting fixtures for task lighting at work stations. Because the remainder of the space needs to be kept only moderatly illuminated, dimmable ambient LED lights are placed above perforated panels in the ceiling creating a cosmic effect of illumination, while keeping energy needs incredibly low. Connected to lighting sensors, these fixtures automatically adjust to keep levels in the interior consistent if needed. In this way, the lighting design becomes highly adaptable, efficient, and specific to the varying needs of any particular situation.
ELECTRICAL DESIGN NARRATIVE
EMERGENCY POWER SIZING CALCULATIONS
Unit Substation: Incoming service at 15 KV to a single 480/277 Volt, 3 phase, 4 wire Unit Substation. The 208/120 Volt system is distributed at each floor of the building. Assembly/Retail Space (total = 38,703 ft ) 2
Lighting 38,703 x 2.5 = 96,757.5w Devices 38,703 x 0.9 = 34,832.7w HVAC 38,703 x 5.5 = 212,866.5w Misc. 38,703 x 1.4 = 54,184.2w 398,641w Tenant Office Spaces (total = 37,797.9 ft2)
Lighting 37,798 x 3.0 = 113,394w Devices 37,798 x 2.0 = 75,596w HVAC 37,798 x 4.7 = 177,650.6w Misc. 37,798 x 1.2 = 45,357.6w 411,998w
ELECTRICAL SYMBOL SCHEDULE SYMBOL
Emergency Generator: 2243 KVA x .1
= 224.3 KVA
DESCRIPTION
ONE CIRCUIT, TWO WIRE HOME RUN TO PANEL
CONDUIT RUN CONCEALED IN WALL OR CEILING
COUNDUIT RUN CONCEALED IN FLOOR OR GROUND
Select a 250KW, 480/227 Volt, 3 phase, 4 wire unit. This unit will feed both the 480/227 Volt loads and the 208/120 Volt Loads.
CELING LIGHT FIXTURE WALL LIGHT FIXTURE
LED COVE LIGHT FIXTURE
GENERAL INFORMATION
E
-
0
CEILING MOUNTED EXIT LIGHT WALL MOUNTED EXIT LIGHT
Automatic Transfer Switch: 250 KW .8
= 312.5 KVA
312,500 VA (1.73)(480V)
EMERGENCY FLOOD LIGHT
= 312,500 VA = 376.3 amps
Select a 400 amp, 480/277 Volt, 3 phase, 4 wire unit.
SINGLE POLE SWITCH DIMMER SWITCH ac
ELECTRICAL SIZING CALCULATIONS
MICAH MCKELVEY
DUPLEX RECEPTACLE
ABOVE COUNTER RECEPTACLE
QUAD FLOOR MOUNTED RECEPTACLE QUAD RECEPTACLE
COMBINATION VOICE & DATA RECPTACLE TELEVISION CABLE CONNECTION FUSED DISCONNECT SWITCH
Prime Office Spaces (total = 104,082 ft ) 2
BREAKER/STARTER COMBIATION PANELBOARD
Lighting 104,082 x 3.0 = 312,246w Devices 104,082 x 2.0 = 208,164w HVAC 104,082 x 4.7 = 489,185.4w Misc 104,082 x 1.2 = 124,898.4w 333,062w
TELEPHONE TERMILAN BOARD
CHRIS SCHOENLEIN
TRANSFORMER METER
Elevators (6 @ 60hp)
THE
MIXED USE OFFICE BLDG
6 x 49634w = 297,804w Total = 2,242,936w = 2,243KW This load requires a 2500 KVA transformer.
ELECTRICAL SIZING CALCULATIONS
YARDS WASHIINGTON, D.C
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural
1
2
3
1 2 3 4 5 6 7 8 9
integration
Security panel Fire alarm panel Energy mgmt panel 480/277 Lighting panel 480/277 Power panel 208/120 Recept. panel Transformer Motor control center Main unit substation
1
1 480/277V Busduct 2 480-208/120V Transformer 3 208/120V Receptacle Panel
2 3
structural mechanical plumbing electrical
3
3
9
TYPICAL TENANT ELECTRICAL ROOM LAYOUT
4
5
6
7
7
scale: 3/16” = 1’-0”
8
MAIN ELECTRICAL ROOM LAYOUT
4
scale: 3/16” = 1’-0”
2 3
1 Fire Alarm Control Panels 2 Fireman’s Phones 3 Elevator Control Panels 4 Work surface
1
FIRE COMMAND
4
1
2
1 Battery charger 2 Transfer switch 3 Emergency distribution panel 4 To normal power source
3
scale: 3/16” = 1’-0”
ELECTRICAL ROOMS
E
-
1
MICAH MCKELVEY 250 KW GENERATOR 3
4
2 5 1 6
1 Building Management Panel 2 Telephone Equipment Board 3 480/277V Lighting Panel 4 480/277V Busduct 5 480-208/120V Transformer 6 208/120V Receptacle Panel
CHRIS SCHOENLEIN
THE
MIXED USE OFFICE BLDG exterior wall
GENERATOR ROOM
scale: 3/16” = 1’-0”
TYPICAL PRIME ELECTRICAL ROOM LAYOUT
scale: 3/16” = 1’-0”
YARDS WASHIINGTON, D.C
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration structural mechanical plumbing electrical
ROOF
LEVEL 8
LEVEL 7
LEVEL 6
LEVEL 5
LEVEL 4
LEVEL 3
LEVEL 2
LEVEL 1
ELECTRICAL RISER DIAGRAM
E
-
2
MICAH MCKELVEY
ELECTRICAL RISER DIAGRAM
CHRIS SCHOENLEIN
THE
MIXED USE OFFICE BLDG
YARDS WASHIINGTON, D.C
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
architectural integration structural mechanical plumbing electrical 9
11 13
17
8
3
12 4
10
5
22 6
16 20
15
18
21
7
I.S. POWER / COMMUNICATIONS WIRING PLAN scale:
1/8” = 1’-0”
TENANT ELECTRICAL PLANS
E
-
3
MICAH MCKELVEY
2 1
CHRIS SCHOENLEIN
THE
MIXED USE OFFICE BLDG
YARDS I.S. LIGHTING PLAN scale:
1/8” = 1’-0”
WASHIINGTON, D.C
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /
PANEL SCHEDULE
Mounting: Surface Panel
Location:
Bus Rating MCB or MLO Voltage: 208/120-3phase-4 wire
CKT. 1 3 5 7 9 11 13 15 17 19 21 23
DESCRIPTION Ambient Lighting Work Room + Waiting Open Office B Office + Conference Reception Copier A Executive Administrator Associate Office A Associate Office C Spare Refrigerator (space for expansion) totals
Load Lighting Recepts HVAC Misc. Total Amperes
1.6
KVA Conn. 2.8 20 0 0 22.8 63.36
x x x x
KVA Connected Phase A: 7.2
KVA Connected Load: 22.8 KVA Demand Load: 22.8 Amps Conn. Load: 63.36 Amps Demand Load: 63.36
LTG 1.6
LOAD SUMMARY
Room 530
KVA RECP.
HVAC
1 1.2 1.2 1 1.5 1.2 1.2 1.2 0 0.8 10.3
0
Demand Factors 1 NEC 0.75 0.6
= = = =
CIRCUIT BREAKER AMP/POLE 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 -
KVA Demand 2.8 20 0 0 22.8 63.36
PH. A B C A B C A B C A B C
CIRCUIT BREAKER AMP/POLE 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 -
HVAC
structural mechanical
KVA RECP.
LTG. 1.2
0.8 1.2 1 1 9.7
1.2
DESCRIPTION Down Lights + Wall Lights Open Office A Open Office C Kitchen Copy Room Copier B Spare Associate Office B Vice President Bathroom President (space for expansion)
PHASE TOTALS
Phase A Phase B Phase C Min. Size
integration
KVA Connected Phase B: 7.8 KVA Connected Phase C: 7.8
1.2 1.2 1 0.8 1.5
0
architectural
CKT. 2 4 6 8 10 12 14 16 18 20 22 24
plumbing electrical
7.2 7.8 7.8
Main CB or Fuse
x 1.25 = 79.20
TENANT PANEL SCHEDULE
TENANT SCHED./LEGEND
LIGHTING FIXTURE SCHEDULE
TYPE A
NO. OF LAMPS & TYPE 5 - High Brightness LEDs in 12"
LAMP WATTS -
FIXTURE VOLTS WATTS 6.5 / 12" 120
MANUFACTURE CATALOGUE # GE 73098
DIFFUSING LENS -
MOUNTING
DESCRIPTION
Cut-to-fit mounting track
Dimable track-mounted LED lighting system with end to end connections installed above perf. Ceiling panel
B
2 - CFL Quad Tube
13
26
277
Lightolier 8052CLW
Comfort Clear Difused
Recessed 6" diameter compact ceiling mounted fluorescent open downlight
C
1 - CFL Bright Stik T12
33
33
277
GE 12257
Milk White acrylic lens
Surface wall mounted vertical
1" diameter wall mounted CFL vanity light.
D
High Brightness LEDs included
-
4.7
120
Lightolier LGA1RCA
Clear Acrylic
Universal mount, Fully recessed ceiling / wall
Exit sign clear acrylic w/red lettering, LED lamps, emergengy battery and charger
E
2 - MR16 lamps
35
72
120
Lightolier SOLUTIONWWL
Impact resistant polycarbonate
Recessed wall mounting
Fully recessed emergency light w/automatic test & maintenance free battery.
LIGHTING FIXTURE SCHEDULE
GE 73098 LED COVE LIGHTING, Fixture A
E
-
4
MICAH MCKELVEY
CHRIS SCHOENLEIN
THE
MIXED USE OFFICE BLDG
YARDS WASHIINGTON, D.C
idc project / spring 2011 / kent state university / college of architecture and environmental design / professor ferut /