The Design/Build School of Chicago Chicago, Illinois
Douglas William Sharpe Construction 2 Winter 2010 University of Michigan
Contents Occupancy 01.01 01.02 01.03 01.04 01.05 01.06
Occupancy Diagram - Ground Floor Room Schedule - Ground Floor Occupancy Diagram - Second Floor Room Schedule - Second Floor Occupancy Diagram - Typical Tower Floor Room Schedule - Typical Tower Floor
Egress 02.01 02.02 02.03 02.04
Egress Axonometric Diagram Egress Plan & Summary - Ground Floor Egress Plan & Summary - Second Floor Egress Plan & Summary - Typical Tower Floor
Cost Control 03.01 Cost Estimation Chart & Graph
Structure 04.01 04.02 04.03 04.04 04.05
Structural Framing Plan - Ground Floor Structural Framing Plan - Second Floor Structural Framing Plan - Typical Tower Floor Structural Axonometric Sections Structural Wall Section
Plumbing / Electrical 05.01 Plumbing / Electrical Axonometric Diagram 05.02 Plumbing Fixture Requirements & Restroom Detail
Heating & Cooling 06.01 HVAC Plan - Ground Floor 06.02 HVAC Plan - Second Floor & Typical Tower Floor
Enclosure 07.01 07.02 07.03 07.04
Building Envelope Wall Section Building Envelope Wall Section Details Rendered Partial Elevation Building Envelope Diagrams
2
11 4 6 5
Space Description
Occupancy Type
Area (sq. ft)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
Gallery Storage Greenhouse Telecom Grounds Equip. Medical Suite Student Activity Student Store Book Storeroom Janitor Closet Administration Records Guidance Library Reading Area
A-3 S-1 U F-1 F-1 I-1 A-3 M S-1 F-1 E S-1 E A-3 A-3
4,729 net 421 net 8,511 net 266 net 266 net 824 net 1,067 gross 356 net 1,067 gross 36 net 2,349 gross 900 gross 2,473 gross 6,249 net 961 net
Floor Area (sq. ft per Occupant) 15 net 300 gross 300 gross 300 gross 300 gross 100 gross 15 net 60 gross 300 gross 300 gross 50 net 300 gross 50 net 100 gross 50 net
Maximum Allowable Occupants 315 1 28 1 1 8 71 5 3 1 46 3 49 62 19
Student: Douglas William Sharpe Unique Name: dwsharpe Original Date: 1-13-10 Date Revised: 4-14-10 LAB Instructor: Vivian Lee
1
Space #
12 3 Occupancy Type Legend A-3 (Assembly)
7 11
E (Educational)
I-1 (Institutional)
8
M (Mercantile) 9
S-1 (Moderate-hazard Storage) 13 15
U (Utility & Miscellaneous)
Fire Wall Rating Legend
10
3 Hour
14
Symbol Legend Main Entrance
N
Floor Plan - Ground Floor Scale: 1” = 40’-0”
N
Partial Site Plan Scale: NTS
The Design/Build School of Chicago Occupancy
13
Occupancy Diagram - Ground Floor
F-1 (Factory Industrial, Moderate-hazard)
01.01
1-121
1-101
1-125
1-104 1-127
1-102 1-105
1-126
1-106 1-103 1-137 1-108 1-107 1-128
1-120
1-109 1-122
1-129
1-111 1-110
1-130 1-117 1-131
1-114 1-112
1-136
1-113
1-132
1-115
1-116
1-133 1-134
1-135
1-119
1-138
1-118
N
Floor Plan - Ground Floor Scale: 1” = 40’-0”
Area (sq. ft)
Floor Area (sq. ft per Occupant)
Maximum Allowable Occupants
1-100 1-101 1-102 1-103 1-104 1-105 1-106 1-107 1-108 1-109 1-110 1-111 1-112 1-113 1-114 1-115 1-116 1-117 1-118 1-119 1-120 1-121 1-122 1-123 1-124 1-125 1-126 1-127 1-128 1-129 1-130 1-131 1-132 1-133 1-134 1-135 1-136 1-137 1-138
Main Entrance Admin. Waiting Conference Room Conference Room Admin. Office Admin. Office Storage/Records Storage/Records Corridor Faculty Workroom Guidance Waiting Guidance Waiting Guidance Office Guidance Office Guidance Office Guidance Office Career Resources Corridor Library Reading Area Atrium Corridor Corridor Gallery Storage Telecom. Grounds Equipment Medical Suite Student Activity Student Activity Student Store Book Storeroom Book Storeroom Girls Restroom Boys Restroom Janitors Closet Corridor Greenhouse Covered Courtyard
N.A. E E E E E S-1 S-1 N.A. E E E E E E E E N.A. A-3 A-3 N.A. N.A. N.A. A-3 S-1 F-1 F-1 I-1 A-3 A-3 M S-1 S-1 N.A. N.A. F-1 N.A. U N.A.
969 476 238 238 150 150 465 425 522 485 490 510 143 143 150 150 524 247 6,249 961 6,515 492 162 4,792 421 266 266 824 525 525 356 525 525 225 225 36 1,468 8,511 4,466
N.A. 50 net 50 net 50 net 50 net 50 net 300 gross 300 gross N.A. 50 net 50 net 50 net 50 net 50 net 50 net 50 net 50 net N.A. 100 gross 50 net N.A. N.A. N.A. 15 net 300 gross 300 gross 300 gross 100 gross 15 net 15 net 60 gross 300 gross 300 gross N.A. N.A. 300 gross N.A. 300 gross N.A.
N.A. 10 5 5 3 3 2 2 N.A. 10 10 11 3 3 3 3 11 N.A. 63 20 N.A. N.A. N.A. 320 2 1 1 9 35 35 6 2 2 N.A. N.A. 1 N.A. 29 N.A.
Student: Douglas William Sharpe Unique Name: dwsharpe Original Date: 1-13-10 Date Revised: 4-14-10 LAB Instructor: Vivian Lee
1-100
Occupancy
The Design/Build School of Chicago Occupancy
1-124
Room Name
Room Schedule - Ground Floor
1-123
Room #
01.02
Space Description
Occupancy Type
Area (sq. ft)
1 2 3 4 5 6 7 8 9
Dining/Kitchen Custodial Office Custodial Lockers Locker Rooms Janitor Closet Gym Storage Gymnasium Weight Room Nutrition Office
A-2 B B E F-1 F-1 A-4 E E
12,627 gross 303 net 213 net 2,668 gross 49 net 283 net 10,637 net 1,241 net 385 net
Floor Area (sq. ft per Occupant) 15 net 100 gross 50 gross 50 gross 300 gross 300 gross 576 fixed seats 50 net 50 net
Student: Douglas William Sharpe Unique Name: dwsharpe Original Date: 1-13-10 Date Revised: 4-14-10 LAB Instructor: Vivian Lee
Space #
Maximum Allowable Occupants 842 3 4 53 1 1 576 24 7
Occupancy Type Legend A-2 (Assembly) 1
A-3 (Assembly) B (Business) E (Educational)
2
F-1 (Factory Industrial, Moderate-hazard)
2 Hour 3 Hour
5 6
7
9
8
N
Floor Plan - Second Floor Scale: 1” = 40’-0”
The Design/Build School of Chicago Occupancy
Fire Wall Rating Legend
4
Occupancy Diagram - Second Floor
3
01.03
2-100 (Lower Floor)
2-101 (Upper Floor)
2-102
Room Name
Occupancy
Area (sq. ft)
Floor Area (sq. ft per Occupant)
Maximum Allowable Occupants
2-100 2-101 2-102 2-103 2-104 2-105 2-106 2-107 2-108 2-109 2-110 2-111 2-112 2-113 2-114 2-115 2-116 2-117
Cafeteria (Lower Floor) Cafeteria (Upper Floor) Faculty Dining Kitchen Custodial Office Custodial Lockers Visitor Locker Room Boys Locker Room Girls Locker Room Janitors Closet Gym Storage Gym Foyer Corridor Gymnasium Nutrition Advisor Office Weight Room Corridor Corridor
A-2 A-2 A-2 A-2 B B E E E F-1 F-1 N.A. N.A. A-4 E E N.A. N.A.
5,664 1,924 775 4,135 303 213 640 946 1,047 49 283 829 480 10,637 385 1,241 2,260 1,229
15 net 15 net 15 net 15 net 100 gross 50 gross 50 gross 50 gross 50 gross 300 gross 300 gross N.A. N.A. 576 fixed seats 50 net 50 net N.A. N.A.
378 129 52 276 4 5 13 19 21 1 1 N.A. N.A. 576 8 25 N.A. N.A.
Student: Douglas William Sharpe Unique Name: dwsharpe Original Date: 1-13-10 Date Revised: 4-14-10 LAB Instructor: Vivian Lee
2-117
Room #
2-103
2-104 2-116 2-105
2-111
2-108
2-109 2-112
2-114
2-113
N
2-115
Floor Plan - Second Floor Scale: 1” = 40’-0”
The Design/Build School of Chicago Occupancy
2-110
2-107
Room Schedule - Second Floor
2-106
01.04
Space Description
Occupancy Type
Area (sq. ft)
1
Classroom
E
5,688 gross
Floor Area (sq. ft per Occupant) 50 net
Maximum Allowable Occupants 114
Student: Douglas William Sharpe Unique Name: dwsharpe Original Date: 1-13-10 Date Revised: 4-14-10 LAB Instructor: Vivian Lee
Space #
Occupancy Type Legend E (Educational) 1 1 Note: The total area of the classrooms was calculated by considering all of the modular classrooms plugged into building. (16 classrooms) x (711 sq. ft) = 5,688 gross sq. ft.
1
N
Floor Plan - Typical Tower Floor Scale: 1” = 40’-0”
The Design/Build School of Chicago Occupancy
1
Occupancy Diagram - Typical Tower Floor
1
01.05
3-113
3-101 3-108 3-102
3-109
Room Name
Occupancy
Area (sq. ft)
Floor Area (sq. ft per Occupant)
Maximum Allowable Occupants
3-100 3-101 3-102 3-103 3-104 3-105 3-106 3-107 3-108 3-109 3-110 3-111 3-112 3-113 3-114 3-115
Corridor Classroom Classroom Classroom Project Platform Classroom Classroom Project Platform Studio Project Platform Computer Lab Project Platform Boys Restroom Girls Restroom Stairwell Stairwell
N.A. E E E E E E E E E E E N.A. N.A. N.A. N.A.
6,382 711 711 711 711 711 711 711 1,458 711 1,458 711 273 294 415 432
N.A. 50 net 50 net 50 net 300 gross 50 net 50 net 300 gross 50 net 300 gross 50 net 300 gross N.A. N.A. N.A. N.A.
N.A. 15 15 15 15 15 15 15 30 15 30 15 N.A. N.A. N.A. N.A.
Student: Douglas William Sharpe Unique Name: dwsharpe Original Date: 1-13-10 Date Revised: 4-14-10 LAB Instructor: Vivian Lee
3-114 3-112
Room #
3-103
3-104
3-100
3-106 3-111
3-107
3-115
N
Floor Plan - Typical Tower Floor Scale: 1” = 40’-0”
The Design/Build School of Chicago Occupancy
3-105
Room Schedule - Typical Tower Floor
3-110
01.06
First Floor Exits
N
Egress Axonometric Scale: NTS
The Design/Build School of Chicago Egress
Egress Axonometric Diagram
Tower Stairs
Floor Plates
Atrium Stairs
Elevator
02.01
Student: Douglas William Sharpe Unique Name: dwsharpe Original Date: 1-13-10 Date Revised: 4-14-10 LAB Instructor: Vivian Lee
Egress Summary - Ground Floor Student: Douglas William Sharpe Unique Name: dwsharpe Original Date: 1-13-10 Date Revised: 4-14-10 LAB Instructor: Vivian Lee
All applicable egress codes are based on IBC 2009. Entire building is sprinklered, all egress codes shall comply with requirements allowed by an automatic sprinkler system. Ground Floor Gross Square Footage - 41,970 s.f. Total Occupancy - 613 L2
Largest Room Occupancy - Gallery 315 Maximum Occupants Required exits: 2 - Proposed exits: 2 L1
Elev.
Diagonal Distance Egress Code - Gallery L1 = 84’ L2 = 54‘ Satisfies: Diagonal distance from corner to corner of room divided by 2 has to be equal to or less than the distance from egress exits.
70’-6”
Atrium Stairs
Room with furthest distance from exit - Student Activity/Club Room Maximum allowed distance: 250’ - Proposed distance: 248’ Room with longest common-path-of-egress travel - Medical Suite Maximum allowed distance: 75’ - Proposed distance: 70‘-6”
Symbol Legend Door exit to exterior Egress maximum distance point
Atrium Stairs #
Maximum egress path & distance number
#
Maximum common-path-of-egress & distance number Single-path-of-egress (where common path branches)
248’
N
Floor Plan - Ground Floor Scale: 1” = 40’-0”
N
Partial Site Plan Scale: NTS
The Design/Build School of Chicago Egress
Atrium Stair Widths - ((517 + 1511 occupancy) x .3)/ (2 stairs) Minimum allowed stair width: 25’-5” Proposed stair width: 25’-6”
Egress Plan & Summary - Ground Floor
To comply with fire/smoke regulations, the atrium stairs will be contained within glass enclosures and include smoke exhaust equipment systems.
02.02
Student: Douglas William Sharpe Unique Name: dwsharpe Original Date: 1-13-10 Date Revised: 4-14-10 LAB Instructor: Vivian Lee
Egress Summary - Second Floor All applicable egress codes are based on IBC 2009. Entire building is sprinklered, all egress codes shall comply with requirements allowed by an automatic sprinkler system. Second Floor Gross Square Footage - 33,054 s.f. Total Occupancy - 1,511 Elev.
Largest Room Occupancy - Student Dining/Kitchen 842 Maximum Occupants Required exits: 2 - Proposed exits: 3 Room with furthest distance from exit - Gymnasium Maximum allowed distance: 250’ - Proposed distance: 248’
Atrium Stairs
Room with longest common-path-of-egress travel - Girls Locker Room Maximum allowed distance: 75’ - Proposed distance: 84‘-4” (*This will need to be addressed in next design phase*)
Atrium Stairs 84’
Symbol Legend Door exit to exterior Egress maximum distance point #
Egress path & distance number
#
Maximum common-path-of-egress & distance number
248’
General Note: As per design requirement, no corridors in this building were to be less than 12’-0”.
Single-path-of-egress (where common-path branches)
9’-0”
12’-0”
Must be less than 7” N
Floor Plan - Second Floor
Typical Corridor Condition
Scale: 1” = 40’-0”
Scale: NTS
The Design/Build School of Chicago Egress
Atrium Stair Widths - ((517 + 1511 occupancy) x .3)/ (2 stairs) Minimum allowed stair width: 25’-5” Proposed stair width: 25’-6”
Egress Plan & Summary - Second Floor
To comply with fire/smoke regulations, the atrium stairs will be contained within glass enclosures and include smoke exhaust equipment systems.
02.03
Student: Douglas William Sharpe Unique Name: dwsharpe Original Date: 1-13-10 Date Revised: 4-14-10 LAB Instructor: Vivian Lee
Tower Stairs
All applicable egress codes are based on IBC 2009. Entire building is sprinklered, all egress codes shall comply with requirements allowed by an automatic sprinkler system.
90’-0”
Tower Floors Gross Square Footage (10 floors) - 99,902 s.f. Corridors: 7,409 x 10 = 74,090 s.f. Classrooms: 711 x 24 = 17,064 s.f. Computer Labs: 1,458 x 2 = 2,916 s.f. Studios: 1,458 x 4 = 5,832 s.f. Total Occupancy - 517
179’ Elev.
Room with furthest distance from exit - Classroom Maximum allowed distance: 250’ - Proposed distance: 179‘ Room with longest common-path-of-egress travel - Classroom Maximum allowed distance: 75’ - Proposed distance: 90‘-0” (*This will need to be addressed in next design phase*) To comply with fire/smoke regulations, the tower stairwells will be contained within separated enclosures and include smoke exhaust equipment systems. Tower Stair Widths - ((517 occupancy) x .3)/ (2 stairs) Minimum allowed stair width: 6’-6” Proposed stair width: 6’-6”
Tower Stairs
Symbol Legend Door exit to exterior Egress maximum distance point #
Egress path & distance number
#
Maximum common-path-of-egress & distance number Single-path-of-egress (where common-path branches)
N
Floor Plan - Typical Tower Floor Scale: 1” = 40’-0”
Egress Plan & Summary - Typical Tower Floor
Largest Room Occupancy - Studio 30 Maximum Occupants Required exits: 1 - Proposed exits: 2
The Design/Build School of Chicago Egress
Egress Summary - Tower Floors (Total)
02.04
A Substructure A1010
A1030 A2010 A2020 B Shell B1010
B1020
B2010 B2020
B2030
B3010
B3020
C Interiors C1010
C1020 C1030
C2010 C3010
C3020
C3030 D Services
Costs are derived from a building model with basic components. Scope dierences and market conditions can cause costs to vary significantly. Parameters are not within the ranges recommended by RSMeans.
Standard Foundations KSF, 12" deep x 24" wide 7' - 6" square x 18" deep Slab on Grade Slab on grade, 5" thick, heavy industrial, reinforced Basement Excavation site storage Basement Walls thick
% of Total Cost Per S.F. 2.10% $2.30 $0.88
Cost $403,000 $154,000
$0.98
$172,000
$0.01
$2,500
$0.43
$74,500
$38.95 $22.13
$6,812,500 $3,871,500
34.60% Floor Construction column, 25'x30' bay, 29" deep, 100 PSF superimposed load, 145 PSF total column, 25'x30' bay, 29" deep, 100 PSF superimposed load, 145 PSF total 3 hour rating, 17 PLF Roof Construction 25" deep, 40 PSF superimposed load, 60 PSF total load 25" deep, 40 PSF superimposed load, 60 PSF total load, add for column Exterior Walls Metal siding, steel, corrugated or ribbed, 20 ga, .0359" thick, colored Exterior Windows no intermediate horizontals Glazing panel, insulating, 1/2" thick, 2 lites 1/8" float glass, clear Exterior Doors hardware, 6'-0" x 7'-0" opening 0" opening 0" opening 0" opening Roof Coverings Roofing, single ply membrane, EPDM, 60 mils, fully adhered Insulation, rigid, roof deck, polyisocyanurate, 2#/CF, 2" thick, R14.29 Roof edges, aluminum, duranodic, .050" thick, 6" face Flashing, aluminum, no backing sides, .019" Roof Openings steel, 165 lbs operator 24.40% Partitions Concrere block (CMU) partition, light weight, hollow, 6" thick, no finish 1/2" fire ratedgypsum board, taped & finished, painted on metal furring Interior Doors 3'-0" x 7'-0" x 1-3/8" Fittings Toilet partitions, cubicles, ceiling hung, stainless steel Chalkboards, liquid chalk type, aluminum frame & chalktrough Stair Construction Stairs, steel, cement filled metal pan & picket rail, 16 risers, with landing Wall Finishes Painting, masonry or concrete, latex, brushwork, primer & 2 coats Painting, masonry or concrete, latex, brushwork, addition for block filler Wall coatings, acrylic glazed coatings, maximum Ceramic tile, thin set, 4-1/4" x 4-1/4" Floor Finishes Carpet, tufted, nylon, roll goods, 12' wide, 36 oz Carpet, padding, add to above, minimum Terrazzo, maximum Vinyl, composition tile, maximum Ceiling Finishes channel grid, suspended support 38.00%
$0.97
$170,500
$7.23
$1,265,000
$7.41
$1,296,500
$0.51
$88,500
$0.54
$95,000
$0.15
$25,500
$27.44 $8.79
$4,800,000 $1,537,500
$1.46
$255,000
$1.74
$305,000
$1.58
$276,500
$3.49
$610,000
$6.55
$1,146,500
$3.83
$669,500
$42.80
$7,486,000
SubTotal Contractor Fees (General Conditions,Overhead,Profit) Architectural Fees User Fees Total Building Cost
100% 25.00% 7.00% 0.00%
$276,500
$3.49
$610,000
$6.55
$1,146,500
$3.83
$669,500
$42.80 $2.42
$7,486,000 $423,500
$4.08
$713,500
$0.18
$31,000
$0.11
$19,000
$8.22
$1,438,000
$12.55
$2,195,500
$1.29
$226,500
$1.59
$278,500
$9.79
$1,712,500
$2 . 4 5
$429,000
$0.11
$19,000
$1.05 $0.12
$184,000 $20,500
$0.93
$163,500
$0.00 $0.00
$0 $0
$112.54 $28.13 $9.85 $0.00 $150.52
$19,685,500 $4,921,500 $1,722,500 $0 $26,329,500
Student: Douglas William Sharpe Unique Name: dwsharpe Original Date: 1-13-10 Date Revised: 4-14-10 LAB Instructor: Vivian Lee
174926 Union No Year 2009 $150.52 $26,329,500
$1.58
The Design/Build School of Chicago Cost Control
Floor Area (S.F.): Labor Type: Basement Included: Data Release: Cost Per Square Foot: Building Cost:
Chalkboards, liquid chalk type, aluminum frame & chalktrough Stair Construction Stairs, steel, cement filled metal pan & picket rail, 16 risers, with landing C3010 Wall Finishes Painting, masonry or concrete, latex, brushwork, primer & 2 coats Painting, masonry or concrete, latex, brushwork, addition for block filler Wall coatings, acrylic glazed coatings, maximum Ceramic tile, thin set, 4-1/4" x 4-1/4" C3020 Floor Finishes Carpet, tufted, nylon, roll goods, 12' wide, 36 oz Carpet, padding, add to above, minimum Terrazzo, maximum Vinyl, composition tile, maximum C3030 Ceiling Finishes channel grid, suspended support 38.00% D Services D1010 Elevators and Lifts 1 - Hydraulic, passengerr elevator, 3500 lb, 2 floors, 100 FPM evator, 2500 lb., 2 floor, 125 FPM Hydraulic passenger elevator, D2010 Plumbing Fixtures Water closet, vitreous china, bowl only with flush valve, floor mount Urinal, vitreous china, wall hung ung, PE on CI, 20" x 18" Lavatory w/trim, wall hung, untertop, stainless steel, 44" x 22" triple bowl Kitchen sink w/trim, countertop, 20" Water cooler, electric, wall hung, dual height, 14.3 GPH plumbing wall* wall D2020 Domestic Water Distribution Gas fired water heater, commercial, 100< F rise, 500 MBH input, 480 GPH D2040 Rain Water Drainage le hub, 4" diam, 10' high Roof drain, CI, soil,single Roof drain, CI, soil,single le hub, 4" diam, for each additional foot add D3010 Energy Supply 10,000 SF, 100,000 CF, total 2 floors water, 10,000 SF bldg,100,000 100,000 CF, total, 2 floors D3030 Cooling Generating Systems 40,000 SF, 153.33 ton D4010 Sprinklers ems, steel, ordinary hazard, 1 floor, 50,000 SF Wet pipe sprinkler systems, D5010 Electrical Service/Distribution phase, 4 wire, 120/208 V, 800 A Feeder installation 600 V, including RGS conduit and XHHW wire, 800 A switchboard panels & circuit breaker, breaker 800 A Switchgear installation, incl switchboard, D5020 Lighting and Branch Wiring transformer Wall switches, 2.0 per 1000 SF Miscellaneous power, 2 watts Central air conditioning power, 4 watts fixtures @40 watt per 1000 SF D5030 Communications and Security wire, sound systems, 12 outlets detectors, includes outlets, boxes, conduit and wire wire, master clock systems, 10 rooms wire, master TV antenna systems, 30 outlets Internet wiring, 2 data/voice outlets per 1000 S.F. D5090 Other Electrical Systems gas/gasoline operated, 3 phase, 4 wire, 277/480 V, 11.5 kW 0.90% E Equipment & Furnishings E1020 Institutional Equipment steel E1090 Other Equipment 20 - Sound system, speaker, ceiling or wall 4 - Sound system, amplifier, 250 W 600 - School furniture, classroom, movable chair & desk type, minimum light, 25 W, 6 V each 2 - Directory boards, plastic, glass covered, 36" x 48" excl. wires & conduits 0.00% F Special Construction 0.00% G Building Sitework C2010
Cost Estimation Chart & Graph
Building Type: Location: Story Count: Story Height (L.F.):
Square Foot Cost Estimate Report Chicago School Chicago School, Vocational with Steel Siding on Steel Studs / Steel Frame National Average 12 16.5
Estimate Name:
03.01
Student: Douglas William Sharpe Unique Name: dwsharpe Original Date: 1-13-10 Date Revised: 4-14-10 LAB Instructor: Vivian Lee
Note: The X1 & X2 gridlines are match lines of C & D
Structural Legend Steel Column, Wide Flange W14x82 Steel Column, Tube 12”x12” Steel Girder, Wide Flange W21x122 Steel Beam, Wide Flange W16x50 @ 6’-0” O.C.
Direction of metal deck span
Atrium Structural Layout Note: The Y7 gridline is a match line of 9.0
N
Structural Layout - Ground Floor Scale: 1” = 40’-0”
Brief Structural System Description The Main Structural System of floors 1 & 2 consists of wide flange steel columns & beams. At floors 1 & 2, the Atrium Structural System is integrated into the wide flange members and the purpose of the Atrium Structural System is to support the loads from the upper high-rise tower floors. All members of the Atrium Structural System consist of tube steel.
The Design/Build School of Chicago Structure
Shear Wall
Structural Framing Plan - Ground Floor
Steel Beam, Tube 12”x12”
04.01
Student: Douglas William Sharpe Unique Name: dwsharpe Original Date: 1-13-10 Date Revised: 4-14-10 LAB Instructor: Vivian Lee
Note: The intersection of X1 and Y1 occurs on gridline B3
Structural Legend Steel Column, Wide Flange W14x82 Steel Column, Tube 12”x12” Steel Girder, Wide Flange W21x122
Open Web Steel Joist 60DLH10 @ 8’-0” O.C. Shear Wall Direction of metal deck span
Note: The Y8 gridline is a match line of 9.0
Atrium Structural Layout
N
Structural Layout - Second Floor Scale: 1” = 40’-0”
The Design/Build School of Chicago Structure
Steel Beam, Tube
Structural Framing Plan - Second Floor
Steel Beam, Wide Flange W16x50 @ 6’-0” O.C.
04.02
Student: Douglas William Sharpe Unique Name: dwsharpe Original Date: 1-13-10 Date Revised: 4-14-10 LAB Instructor: Vivian Lee
Steel Column, Large Tube Custom size, stacked panels 4’-6” x 2’-0” x 4’-0” (ea.) Steel Column, Tube 12”x12” Steel Beam, Tube 12”x12”
Note: The Large Steel Tube Columns serve several functions: 1. Main support members for all tower floors 2. Vertical chases for distribution of mechanical, electrical, and plumbing supplies 3. The attachment mechanism for the modular, plug-in classrooms
Note: Because there are no shear walls on the tower floors, the horizontal cross bracing acts as the members that resist shear forces.
Steel welding plates
Prefabricated steel tube panels
Note: Steel tube panels are fabricated off-site and assembled on-site. To form the full height tower columns, the panels are stacked and fastened with steel welding plates. N
Structural Layout - Typical Tower Floor
Large Steel Tube Column Diagram
Scale: 1” = 40’-0”
Scale: NTS
Structural Framing Plan - Typical Tower Floor
Direction of metal deck span
The Design/Build School of Chicago Structure
Structural Legend
04.03
The Design/Build School of Chicago Structure
Structural Axonometric Sections
Steel columns @ Bottom Floors. Size: W14x82
Steel girders @ Bottom Floors. Size: W21x122
Open-web steel joists @ Gymnasium. Size: 60DLH10 Longest Span = 93’-0”
Steel tube columns & beams @ Atrium. Size: 12”x12”
Steel tube columns & beams @ Tower. Size: 12”x12”
Steel tube columns custom size, stacked panels @ Tower. Size: 4’-6” x 2’-0” x 4’-0” (ea.)
Note: The colors of the steel members in these axonometric drawings were coordinated to match the structural plans and legends on the previous structural sheets.
04.04
Steel Beams @ Bottom Floors. Size: W16x50
Steel tube columns & beams @ Atrium. Size: 12”x12”
Student: Douglas William Sharpe Unique Name: dwsharpe Original Date: 1-13-10 Date Revised: 4-14-10 LAB Instructor: Vivian Lee
Scale: NTS
Southeast Gym & Library Axon/Section
Scale: NTS
Northeast Tower Axon/Section
The Design/Build School of Chicago Structure
Structural Wall Section
Scale: NTS
Column/Girder/Beam Connection, typ.
Scale: NTS
Girder/Beam Connection, typ.
04.05
Student: Douglas William Sharpe Unique Name: dwsharpe Original Date: 1-13-10 Date Revised: 4-14-10 LAB Instructor: Vivian Lee
Restrooms Typical Tower Stacked Elec. Rooms (7’ x 10’) & Telecom Rooms (7’ x 10’)
Janitors Closet Locker Room Toilets/Showers Electrical Room Telecom Room
Main Telecom Room 14’-0” x 20’-0”
Height Reference Lines Baseline 0’-0”
Mechanical Fan Room 28’-0” x 20’-0”
17’-0””
Ground Floor Restrooms
-4’-6”
-4’-6”
55’-6”
70’-6”
70’-6”
#
Main Electrical Room 28’ -0” x 20’-0”
Height call-out relative to baseline
Ground Floor Elec. & Telecom Rooms
N
Axonometric Diagram Scale: NTS
-4’-6”
Second Floor Locker Room Showers/Toilets, Elec. Room (17’-0” x 15’-8”), Telecom Room (17’-0” x 15’-8”) & Janitors Closet Ground Floor Restrooms & Janitors Closet
Plumbing / Electrical Axonometric Diagram
Mechanical Room
Student: Douglas William Sharpe Unique Name: dwsharpe Original Date: 1-13-10 Date Revised: 4-14-10 LAB Instructor: Vivian Lee
Plumbing/Electrical Legend
The Design/Build School of Chicago Plumbing / Electrical
General Note: The main Mechanical, Electrical and Telecom rooms are located at the upper-most height of the atrium - one floor below the tower. This design proposal allows the major systems and equipment to be centrally located between the lower floors and the tower. This provides a more even and efficient distribution of the networks and contents of the building services.
Typical Tower Stacked Restrooms & Janitors Closet
05.01
Plumbing Fixture Requirements Occupancy Type
Max. Occupancy
Water Closets
Lavatories
Water Fountains
A3
467
male: 1/125 = 4 female: 1/50 = 8
total: 1/200 = 3
total: 1/500 = 1
E
146
male: 1/50 = 3 female: 1/50 = 3
total: 1/50 = 3
total: 1/100 = 2
18
6
3
Totals:
Student: Douglas William Sharpe Unique Name: dwsharpe Original Date: 1-13-10 Date Revised: 4-14-10 LAB Instructor: Vivian Lee
First Floor
Second Floor Occupancy Type
Max. Occupancy
Water Closets
Lavatories
Water Fountains
A2
842
male: 1/75 = 12 female: 1/75 = 12
total: 1/200 = 5
total: 1/500 = 2
A4
576
male: 1/75 = 8 female: 1/40 = 15
male: 1/200 = 3 female: 1/150 = 4
total: 1/1000 = 1
E
93
male: 1/50 = 2 female: 1/50 = 2
total: 1/50 = 2
total: 1/100 = 1
51
14
4
Totals:
Typical Tower Floor Water Closets
Lavatories
Water Fountains
E
517
male: 1/50 = 11 female: 1/50 = 11
total: 1/50 = 11
total: 1/100 = 6
22
11
6
Totals:
Girls’ Restroom
Jan. Closet
Boys’ Restroom
N
First Floor Restroom Detail Plan Scale: 1/4” = 1’-0”
The Design/Build School of Chicago Plumbing / Electrical
Max. Occupancy
Plumbing Fixture Requirements & Restroom Detail
Occupancy Type
05.02
Sizes of HVAC equipment for 174,900 s.f. building Cooling capacity: 800 tons Total space for boiler room and chilled water plant: 7,000 s.f. Space for cooling towers: 1,000 s.f. Cooling air volume: 500,000 CFM Area of main supply or return ducts: 300 s.f. Area of branch supply or return ducts: 700 s.f. Area of fan rooms: 10,000 s.f.
HVAC Legend Main air ducts (line indicates both supply and return ductwork in tandem) Supply ductwork Return ductwork Diffusers Vertical chase
N
HVAC Plan - Ground Floor Scale: 1” = 40’-0”
Student: Douglas William Sharpe Unique Name: dwsharpe Original Date: 1-13-10 Date Revised: 4-14-10 LAB Instructor: Vivian Lee
Disadvantages: VAV is limited in the range of heating or cooling demand that may be accommodated within a single system. When one area of a building needs heating while another needs cooling, a VAV system cannot serve both areas without help from a secondary system.
Consideration for the heights of the mechanical ducts being introduced into the ceiling with the structural members, the solution to integration is the following: the ducts are able to span directly beneath the steel beams but will penetrate through cut-outs in the larger sized steel girders.
The Design/Build School of Chicago Heating & Cooling
Advantages: The system offers a high degree of local temperature control at moderate cost. Economical to operate and virtually self-balancing. Minimal system noise. Minimal visual obtrusiveness. Minimal system maintenance.
General Notes: The Variable Air Volume (VAV) system was chosen because it offers many advantages and is an efficient system for a large volume building.; however, the implementation of this specific heating/cooling system requires large mechanical equipment to be considered. The boilers, chilled water plant and cooling tower will be located on the roof of the gymnasium and the fan room will be located on a mezzanine floor within the atrium see 05.01 for visual location of the mechanical fan room. Locating the heating/cooling equipment at a central vertical height allows for shorter distances for conditioned air to travel up to the tower floors and down to the lower floors.
HVAC Plan - Ground Floor
Central All-Air System: Single Duct, Variable Air-Volume (VAV)
06.01
Main air ducts (line indicates both supply and return ductwork in tandem) Supply ductwork Return ductwork Diffusers Vertical chase
Rooftop location of boilers, chilled water plant and cooling tower
N
HVAC Plan - Second Floor Scale: 1” = 40’-0”
N
HVAC Plan - Typical Tower Floor Scale: 1” = 40’-0”
HVAC Plan - Second Floor & Typical Tower Floor
Note: The large steel tube columns of the tower act as vertical chases for each floor. The chases connect to a main supply line at each level and offer building services (conditioned air, plumbing, electrical) to the modular classrooms once they have been plugged into the main building.
The Design/Build School of Chicago Heating & Cooling
Student: Douglas William Sharpe Unique Name: dwsharpe Original Date: 1-13-10 Date Revised: 4-14-10 LAB Instructor: Vivian Lee
HVAC Legend
06.02
Scale: NTS
Section & Elevation Locations
The Design/Build School of Chicago Enclosure
Building Envelope Wall Section
N
07.01
Student: Douglas William Sharpe Unique Name: dwsharpe Original Date: 1-13-10 Date Revised: 4-14-10 LAB Instructor: Vivian Lee
Scale: 1/4” = 1’-0”
Envelope Wall Section
Scale: 1” = 1’-0”
Edge Condition Detail Scale: 1” = 1’-0”
Scale: 1” = 1’-0”
Ground Condition Detail Scale: 1” = 1’-0”
The Design/Build School of Chicago Enclosure
Student: Douglas William Sharpe Unique Name: dwsharpe Original Date: 1-13-10 Date Revised: 4-14-10 LAB Instructor: Vivian Lee
Parapet Roof Detail
Window Sill & Jamb Detail
Building Envelope Wall Section Details 07.02
Scale: 1/4” = 1’-0”
Partial Elevation
The Design/Build School of Chicago Enclosure
Rendered Partial Elevation 07.03
Student: Douglas William Sharpe Unique Name: dwsharpe Original Date: 1-13-10 Date Revised: 4-14-10 LAB Instructor: Vivian Lee
Concrete footing
-4'-0"
Fin. Sub-grade Floor
0'-0"
Ground Floor
Metal cladding panels
Concrete sill
Steel Column
Window jamb
16'-0"
Fin. Second Floor
Window sill
Glazing
Perforated metal skin
35'-0"
Height of Roof Slab
39'-0"
Top of Parapet
Perforated metal skin extends beyond
Sunlight
Tower floors atrium space
Rain water
Green roof
Water collection basins
Air movement
Bottom floors atrium space
Perforated metal exterior building skin
Student: Douglas William Sharpe Unique Name: dwsharpe Original Date: 1-13-10 Date Revised: 4-14-10 LAB Instructor: Vivian Lee
Clerestory operable windows
Interior air maintaining constant tempurature
Interior
Thermal Strategy The building skin absorbs heat and reduces unwanted solar heat gain within the interior.
Thermal Strategy The large volumes of the atriums provide an opportunity for the air to be recirculated naturally. The atrium that serves the bottom floors is equipped with operable windows at the top, thus creating a stack effect which will pull warm air from the lower level and out through the open windows. Similarly, the tower atrium is equipped with clerestory windows that open to pull warm air up through the tower floors.
Moisture Protection The design of the school specified for the roofs to be covered with green roofs. In order to reduce water runoff along the facade of the building and to the ground surface, the green roofs collect and retain the rainwater that falls on it. Thermal Strategy The green roofs provide a superior barrier of insulation for reducing the amount of heat that occurs from sunlight. Additionally, the green roof insulation reduces the amount of interior conditioned air that would normally escape from the building and be less affected by exterior temperature differences.
Exterior Skin Sectional Diagram
Building Section thru Atriums
Green Roof Sectional Diagram
Scale: NTS
Scale: NTS
Scale: NTS
The Design/Build School of Chicago Enclosure
Solar Strategy The building skin was designed to cover a significant amount of the glazing panels. The perforated metal skin material reduces glare within the interior by diffusing and reflecting excess amounts of sunlight.
Building Envelope Diagrams
Atrium operable windows
07.04