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Continuing exploration of the impact of the Michigan Building Code on design for UG3 studio project at TCAUP. Final Construction Documents.
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MONASTERY, ECOHOTEL, BIOTECH LABKelley’s Island, OH
Construction IIWinter 2009
Sophia Chang
OCCUPANCY
EGRESS
COST
STRUCTURE
BUILDING SERVICES
HVAC
ENCLOSURE
First Floor OccupancyBasement Occupancy
Lower Basement Occupancy
First Floor EgressBasement Egress
Lower Basement EgressEgress Diagram
Cafeteria Cost AnalysisLaboratory Cost Analysis
Library Cost AnalysisRestaurant Cost Analysis
Suites Cost AnalysisOverall Cost Analysis
Basement Framing PlanStructural Section
Axonometric Force Diagram
SystemsBathroom Plan
HVAC
Detailed SectionDetailed Elevation
Enclosure Diagram
1.011.021.03
2.012.022.032.04
3.013.023.033.043.053.06
4.014.024.03
5.015.02
6.01
7.017.027.03
TABLE OF CONTENTS
01.01
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Code
Occ
upan
cyCo
mplex
Firs
t Floo
r / 1/
48” =
1’
A1A2A3BR1
R2
100 gross
100 gross200 gross
2. Offices1. Suites
51 ft sq ea.76 ft sq ea.
1 person
4. Storage300 gross(incidental) 194 ft sq ea. 1 person
1 person3. Offices/Suites 51 ft sq ea. 1 person
1 2 3
4 Hour Fire Rating3 Hour Fire Rating2 Hour Fire Rating1 Hour Fire Rating
US2
4
4
A1A2
A3
BR1
R2
200 gross
100 gross100 gross
15 net
100 gross200 gross
(Incidental)
200 gross 4 Hour Fire Rating3 Hour Fire Rating2 Hour Fire Rating1 Hour Fire Rating
4. Kitchen
7. Stacks8. Stacks/Reading Area
5. Restaurant
9. Biotech Laboratory1. Suites
2. Cells
782 ft sq
605 ft sq1601 ft sq
2330 ft sq
10,024 ft sq112 ft sq ea.
112 ft sq ea.
3 people
U
300 gross 10. Laundry Room 351 ft sq 1 person
6 people16 people
155 people6. Cafe 605 ft sq 40 people
100 people1 person
3. Suites/Cells 112 ft sq ea. 1 person
1 person
S2
01.02
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Code
Occ
upan
cyCo
mplex
Bas
emen
t / 1/4
8” =
1’
1
10
10
2 3
4
9
5 6 7 8
01.03
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Code
Occ
upan
cyCo
mplex
Sec
ond B
asem
ent /
1/48”
= 1’
A1A2
A3BR1R2
15 net
100 gross
200 gross
100 gross
1. Cafeteria
4. Stacks/Reading Area
2. Kitchen
5. Biotech Laboratory
1311 ft sq
1601 ft sq
782 ft sq
10,024 ft sq
87 people
16 people15 net 3. Restaurant 2330 ft sq 155 people
3 people
100 people
1
2
5
43
4 Hour Fire Rating3 Hour Fire Rating2 Hour Fire Rating1 Hour Fire Rating
US2
02.01
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Code
Egr
ess
Comp
lex F
irst F
loor /
1/48
” = 1’
A1A2A3BR1
R2
100 gross
100 gross200 gross
2. Offices1. Suites
51 ft sq ea.76 ft sq ea.
1 person
4. Storage300 gross(incidental) 194 ft sq ea. 1 person
1 person3. Offices/Suites 51 ft sq ea. 1 person
1 2 3
US2
4
4
1 exit min.
1 exit min.1 exit min.1 exit min.
1 exit actual
1 exit actual1 exit actual1 exit actual
longest egress route (71 ft)
longest common egress route (71 ft)
A1A2
A3
BR1
R2
200 gross
100 gross100 gross
15 net
100 gross200 gross
(Incidental)
200 gross
4. Kitchen
7. Stacks8. Stacks/Reading Area
5. Restaurant
9. Biotech Laboratory1. Suites
2. Cells
782 ft sq
605 ft sq1601 ft sq
2330 ft sq
10,024 ft sq112 ft sq ea.
112 ft sq ea.
3 people
U
300 gross 10. Laundry Room 351 ft sq 1 person
6 people16 people
155 people6. Cafe 605 ft sq 40 people
100 people1 person
3. Suites/Cells 112 ft sq ea. 1 person
1 person
S2
02.02
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Soph
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Code
Egr
ess
Comp
lex B
asem
ent /
1/48”
= 1’
1
10
10
2 3
4
9
5 6 7 8
1 exit min.
1 exit min.
1 exit min.1 exit min.
2 exits min.1 exit min.
2 exits min.1 exit min.1 exit min.
1 exit min.
1 exit actual
1 exit actual
2 exits actual3 exits actual
3 exits actual2 exits actual
3 exits actual1 exit actual1 exit actual
1 exit actual
longest common egress route (40 ft)
longest egress route (71 ft)
02.03
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Code
Egr
ess
Comp
lex S
econ
d Bas
emen
t / 1/4
8” =
1’
A1A2
A3BR1R2
15 net
100 gross
200 gross
100 gross
1. Cafeteria
4. Stacks/Reading Area
2. Kitchen
5. Biotech Laboratory
1311 ft sq
1601 ft sq
782 ft sq
10,024 ft sq
87 people
16 people15 net 3. Restaurant 2330 ft sq 155 people
3 people
100 people
2 exits min.
1 exit min. 2 exits min.1 exit min.
2 exits min.
2 exits actual
3 exits actual 3 exits actual1 exit actual
3 exits actual
1
2
5
43
US2
longest egress route (175 ft)
longest common egress route (52 ft)
02.04
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Code
Egr
ess
Comp
lex A
xono
metric
longest egress route (175 ft)
longest common egress route (71 ft)
% of Total
Cost Per S.F. Cost
6.20% $19.20 $22,500 A1010 $5.97 $7,000 A1030 $4.69 $5,500 A2010 $0.00 $0 A2020 $8.53 $10,000
46.00% $34.13 $40,000 $121.59 $142,500
B1010 $4.27 $5,000 B1020 $20.90 $24,500 B2010 $87.46 $102,500B2020 $18.34 $21,500B3010 $8.96 $10,500 B3020 $1.28 $1,500
9.60% $11.52 $13,500 $29.44 $34,500
C1010 $4.27 $5,000 C1020 $5.97 $7,000 C2010 $1.28 $1,500 C3010 $7.25 $8,500C3020 $6.40 $7,500C3030 $4.27 $5,000
38.20% $109.22 $128,000 D1010 $2.99 $3,500D2010 $9.39 $11,000 D2020 $14.08 $16,500 D2040 $5.55 $6,500D3050 $17.92 $21,000 D4010 $2.56 $3,000 D5010 $48.21 $56,500 D5020 $14.93 $17,500 D5030 $2.13 $2,500 D5090 $0.00 $0
100% $174.07 $204,000
25.00% $43.52 $51,000.00
7.00% $12.18 $14,280.00
$229.77 $269,280
$368.87 $432,300
SubTotal
Interior Doors - Door, single leaf, kd steel frame, hollow metal, commercial quality, flush, 3'-0" x 7'-0" x 1-3/8"
(Initial Cost Estimate)
(Initial Cost Estimate)
Stair Construction - Stairs, CIP concrete, w/landing, 20 risers, with nosingWall Finishes - 2 coats paint on masonry with block filler; Painting, interior on plaster and drywall, walls & ceilings, roller work, primer & 2 coats; Vinyl wall covering, fabric back, medium
Communications and Security - Communication and alarm systems, fire detection, non-addressable, 25 detectors; Internet wiring, 8 data/voice outlets per 1000 S.F.
Elevators and Lifts - Hydraulic passenger elevator, 2500 lb., 2 floor, 125 FPM
(Initial Cost Estimate)
Ceiling Finishes - Acoustic ceilings, 3/4" fiberglass board, 24" x 48" tile, tee grid, suspended supportFloor Finishes - Carpet, tufted, nylon, roll goods, 12' wide, 36 oz; Carpet, padding, add to above, maximum; Vinyl, composition tile, maximum
D Services
Architectural Fees
C Interiors
Roof Construction - Floor, composite slab on steel beam, 25'x25' bay, 4.5"slab, 20.5" total depth, 40 PSF superimposed load, 99 PSF total load
Roof Openings - Skylight, plastic domes, insulated curbs, 30 SF to 65 SF, single glazing
Partitions - Metal partition, 5/8"fire rated gypsum board face, 1/4" sound deadening gypsum board, 2-1/2" @ 24", same opposite face, no insulation
Exterior Walls - Stone wall, Indiana limestone, sawn finish, 2" thick, 10' high, 8" CMU back-upExterior Windows - Aluminum flush tube frame, for 1/4"glass,1-3/4"x4", 5'x6' opening, no intermediate horizontals; Glazing panel, plate glass, 1/4" thick, clearRoof Coverings - Asphalt flood coat, gravel, base sheet; Insulation, rigid, roof deck, composite; Roof edges, aluminum; Flashing, aluminum, no backing sides; Gravel stop, aluminum, extruded
Cafeteria, Limestone Face Concrete Block Back-up / Steel Frame
Foundations - Strip footing, concrete, reinforced, load 5.1 KLF, 12" x 24"; Spread footings, 3000 PSI concrete, load 300K, 7' - 6" square x 25" deep / load 400K, 8' - 6" square x 27" deepSlab on Grade - Slab on grade, 4" thick, non industrial, reinforcedBasement Excavation - Excavate and fill, 30,000 SF, 4' deep, sand, gravel, or common earth, on site storageBasement Walls - Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF, 12" thick
Floor Construction - W12, 400 KIPS, 10' unsupported height, 79 PLF; composite concrete slab on W beam, 5.5" slab, 25'x25' bay, 24.5" total depth, 125 PSF superimposed load, 200 PSF total
B Shell
A Substructure
Floor Area (S.F.): 1172
Story Count: 1Story Height (L.F.): 17.5
Plumbing Fixtures - Water closet; Urinal; Lavatory; Shower ; Kitchen sink w/trim, countertop, stainless steel, 19" x 18"; Service sink w/trim; Water coolerDomestic Water Distribution - Gas fired water heater, commercial, 100< F rise, 200 MBH input, 192 GPHRain Water Drainage - Roof drain, CI, soil,single hub, 5" diam, 10' high; Roof drain, CI, soil,single hub, 5" diam, for each additional foot add
Total Building Cost
Terminal & Package Units - Rooftop, multizone, air conditioner, schools and colleges, 25,000 SF, 95.83 tonSprinklers - Wet pipe sprinkler systems, steel, light hazard, 1 floor, 10,000 SF; Wet pipe sprinkler systems, steel, light hazard, each additional floor, 10,000 SFElectrical Service/Distribution - Service installation; Feeder installation; Switchgear installation; 600 ALighting and Branch Wiring - Receptacles; Switches; Miscellaneous power; Central air conditioning; Motor installation; Receptacles; Motor feeder systems; Flourescent fixtures
Other Electrical Systems - Generator sets, w/battery, charger, muffler and transfer switch, gas/gasoline operated, 3 phase, 4 wire, 277/480 V, 11.5 kW
Contractor Fees (General Conditions,Overhead,Profit)
03.01
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/31/20
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Cost
Estim
ateCa
feter
ia
% of Total Cost Per S.F. Cost9.40% $18.19 $194,000
A1010 $4.55 $48,500 A1030 $4.59 $49,000 A2010 $0.19 $2,000 A2020 $8.86 $94,500
16.20% $20.90 $223,000 $40.87 $436,000
B1010 $2.25 $24,000 B1020 $5.48 $58,500 B2010 $19.97 $213,000B2020 $4.22 $45,000 B2030 $1.87 $20,000 B3010 $5.72 $61,000 B3020 $1.36 $14,500
15.30% $11.99 $128,000 $29.52 $315,000
C1010 $10.87 $116,000 C1020 $1.12 $12,000 C1030 $0.05 $500C3010 $5.81 $62,000C3020 $5.39 $57,500C3030 $6.33 $67,500
58.30% $108.97 $1,162,500 D2010 $60.55 $646,000 D2020 $5.67 $60,500 D2040 $3.56 $38,000D3050 $18.04 $192,500 D4010 $2.30 $24,500 D5010 $8.58 $91,500 D5020 $10.31 $110,000 D5030 $3.00 $32,000 D5090 $0.52 $5,500
0.80% $1.45 $15,500 E1020 $1.45 $15,500
100% $161.50 $1,723,000 25.00% $40.38 $430,750 10.00% $16.15 $172,300
$218.03 $2,326,050 $268.65 $2,866,050
(Initial Cost Estimate)
(Initial Cost Estimate)
SubTotalContractor Fees (General Conditions,Overhead,Profit)Architectural FeesTotal Building Cost
Electrical Service/Distribution - Service installation, 120/208 V, 1000 A; Feeder installation, 600 V, 1000 A; Switchgear installation, 1200 ALighting and Branch Wiring - Receptacles; Wall switches; Miscellaneous power; Central air conditioning power; Flourescent fixtures recess mounted in ceilingCommunications and Security - Communication and alarm systems, fire detection, non-addressable, 50 detectors; Internet wiring, 8 data/voice outlets per 1000 S.F.Other Electrical Systems - Generator sets, w/battery, charger, muffler and transfer switch, 3 phase, 4 wire, 277/480 V, 11.5 kW; ninterruptible power supply with standard battery pack
E Equipment & FurnishingsInstitutional Equipment - Laboratory equipment
D ServicesPlumbing Fixtures - Water closet; Urinal; Lavatory ; Lab sink w/trim, polyethylene, single bowl, double drainboard, 54" x 24" OD; Service sink; Shower; Water coolerDomestic Water Distribution - Gas fired water heater, commercial, 100< F rise, 600 MBH input, 576 GPHRain Water Drainage - Roof drain, DWV PVC, 4" diam, diam, 10' highTerminal & Package Units - Rooftop, multizone, air conditioner, schools and colleges, 25,000 SF, 95.83 tonSprinklers - Wet pipe sprinkler systems, steel, light hazard, 1 floor, 50,000 SF
Partitions - Concrete block (CMU) partition, light weight, hollow, 6" thick, no finish, 8" thick; 8" concrete block partitionInterior Doors - Door, single leaf, kd steel frame, kalamein fire, commercial quality, 3'-0" x 7'-0" x 1-3/4"Fittings - Lockers, steel, single tier, 5' to 6' high, per opening, minimumWall Finishes - 2 coats paint on masonry with block filler; Painting, masonry or concrete, latex, brushwork, primer & 2 coats; Wall coatings, epoxy coatings, maximumFloor Finishes - Carpet tile, nylon, fusion bonded, 18" x 18" or 24" x 24", 35 oz; Composition flooring, epoxy, minimum; Vinyl, composition tile, maximumCeiling Finishes - Acoustic ceilings, 3/4"mineral fiber, 12" x 12" tile, concealed 2" bar & channel grid, suspended support
Exterior Walls - Stone wall, Indiana limestone, sawn finish, 2" thick, 10' high, 8" CMU back-upExterior Windows - Aluminum flush tube frame, for 1/4"glass,1-3/4"x4", 5'x6' opening, no intermediate horizontals; Glazing panel, plate glass, 1/4" thick, clearExterior Doors - aluminum & glass, with transom, narrow stile, double door, hardware, 6'-0" x 10'-0" opening; Aluminum & glass, with transom, non-standard, hardware, 3'-0" x 10'-0" openingRoof Coverings - Roofing, asphalt flood coat, gravel, base sheet; Insulation, rigid, roof deck, composite; Roof edges, aluminum; Flashing, aluminum; Gravel stop, aluminumRoof Openings - Skylight; Roof hatch, with curb; Smoke hatch, unlabeled, galvanized, 2'-6" x 3', not incl hand winch operator
C Interiors
Slab on Grade - Slab on grade, 4" thick, non industrial, reinforcedBasement Excavation - Excavate and fill, 30,000 SF, 4' deep, sand, gravel, or common earth, on site storageBasement Walls - Foundation wall, CIP, 4' wall height, direct chute, .099 CY/LF, 4.8 PLF, 8" thick; Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF, 12" thick
B Shell
Floor Construction - Floor, concrete, slab form, open web bar joist @ 2' OC, on bearing wall, 35' span, 20" deep, 125 PSF superimposed load, 172 PSF total loadRoof Construction - Roof, steel joists, 1.5" 22 ga metal deck, on bearing walls, 35' bay, 25.5" deep, 40 PSF superimposed load, 60 PSF total load
(Initial Cost Estimate)
Story Count: 1Story Height (L.F.): 15Floor Area (S.F.): 10668
A SubstructureStandard Foundations - Strip footing, concrete, reinforced, load 5.1 KLF, 12" deep x 24" wide
Laboratory, with Limestone with Concrete Block / R/Conc. Frame
03.02
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Soph
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Origi
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1/25/2
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Date
Revis
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/31/20
09LA
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Cost
Estim
ateLa
bora
tory
% of TotalCost Per
S.F. Cost5.90% $7.06 $14,000
A1010 $1.41 $3,500 A1030 $4.64 $11,500 A2010 $0.20 $500 A2020 $0.81 $2,000
32.50% $26.82 $66,500 $57.68 $92,500
B1010 $2.42 $6,000 B1020 $20.37 $50,500 B2010 $10.49 $26,000B2020 $0.81 $2,000B2030 $0.40 $1,000B3010 $4.03 $10,000 B3020 $0.40 $1,000
13.00% $5.25 $13,000 $5.85 $38,500
C1010 $2.62 $6,500 C1020 $1.82 $4,500 C2010 $0.81 $2,000 C3010 $0.61 $1,500C3020 $3.83 $9,500C3030 $5.85 $14,500
48.70% $53.85 $133,500 D1010 $3.23 $8,000D2010 $1.21 $3,000D2020 $7.66 $19,000 D2040 $3.03 $7,500 D3050 $19.77 $49,000 D4010 $2.42 $6,000 D5010 $8.87 $22,000 D5020 $10.69 $26,500 D5030 $1.21 $3,000 D5090 $0.20 $500
100% $92.98 $227,000 25.00% $23.25 $56,750 8.00% $7.44 $18,160.00
$123.66 $301,910.00 $165.51 $370,405.00 (Initial Cost Estimate)
(Initial Cost Estimate)
(Initial Cost Estimate)
Lighting and Branch Wiring - Receptacles; Wall switches; Miscellaneous power; Central air conditioning power; Motor installation, three phase; Flourescent fixtures recess mounted in ceilingCommunications and Security - Communication and alarm systems; Internet wiring, 8 data/voice outlets per 1000 S.F.Other Electrical Systems - Generator sets, w/battery, charger, muffler and transfer switch, gas/gasoline operated, 3 phase, 4 wire; Uninterruptible power supply with standard battery pack
Wall Finishes - Painting, interior on plaster and drywall, walls & ceilings, roller work, primer & 2 coats
Ceiling Finishes - Acoustic ceilings, 3/4"mineral fiber, 12" x 12" tile, concealed 2" bar & channel grid, suspended support
Elevators and LiftsPlumbing Fixtures
Rain Water Drainage - Roof drain, CI, soil,single hub, 5" diam, 10' high; Roof drain, CI, soil,single hub, 5" diam, for each additional foot addTerminal & Package Units - Rooftop, multizone, air conditioner, banks or libraries, 25,000 SF, 104.00 ton
Library, with Limestone with Concrete Block / R/Conc. Frame
Standard Foundations - Strip footing, concrete, reinforced, load 11.1 KLF, 12" deep x 24" wide; Spread footings, 3000 PSI concrete, load 200K, 6' - 0" square x 20" deep, 7' - 6" square x 25" deepSlab on Grade - Slab on grade, 4" thick, non industrial, reinforced
Exterior Doors
Floor Area (S.F.): 2479
Story Count: 1Story Height (L.F.): 15
A Substructure
Roof Construction - Floor, concrete, beam and slab, 25'x25' bay, 40 PSF superimposed load, 12" deep beam, 10" slab, 150 PSF total loadExterior Walls - Stone wall, Indiana limestone, smooth finish, 4" thick, 8' high, 4" CMU back-up
SubTotalContractor Fees (General Conditions,Overhead,Profit)
B Shell
Basement Excavation - Excavate and fill, 10,000 SF, 4' deep, sand gravel, or common earth, on site storageBasement Walls - Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF, 12" thick
Floor Construction - Cast-in-place column, 16", tied, 300K, 253 lbs/LF, 4000PSI; Waffle slab, cast-in-place, 10" deep rib, 20" column, 25'x25', 200 PSF superimposed load, 310 PSF total load
Exterior Windows
Interior Doors - Single leaf, wood frame, 3'-0" x 7'-0" x 1-3/8", birch, solid coreStair Construction - Stairs, CIP concrete, w/landing, 24 risers, with nosing
Floor Finishes - Carpet tile, nylon, fusion bonded, 18" x 18" or 24" x 24", 35 oz; Vinyl, composition tile, maximum
Architectural FeesTotal Building Cost
Sprinklers - Wet pipe sprinkler systems, steel, light hazard, 1 floor, 10,000 SFElectrical Service/Distribution - Service installation; Feeder installation; Switchgear installation, 400 A
Roof Coverings - Roofing, single ply membrane, EPDM, 60 mils, fully adhered; Insulation, rigid, roof deck, composite with 2" EPS, 1" perlite; Roof edges, aluminum, duranodic, .050" thick, 6" faceRoof Openings
Partitions - Metal partition, 5/8"fire rated gypsum board face, 1/4" sound deadening gypsum board, 2-1/2" @ 24", same opposite face, no insulation
D Services
C Interiors
Domestic Water Distribution - Gas fired water heater, commercial, 100< F rise, 500 MBH input, 480 GPH
03.03
Stud
ent:
Soph
ia Ch
ang
Uniqu
e Nam
e: x
iaofan
Origi
nal D
ate:
1/25/2
009
Date
Revis
ed: 3
/31/20
09LA
B Ins
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Cost
Estim
ateLib
rary
% of Total
Cost Per S.F. Cost
4.90% $6.17 $26,500 A1010 $0.58 $2,500 A1030 $4.54 $19,500 A2010 $0.47 $2,000 A2020 $0.58 $2,500
18.10% $23.99 $103,000 $28.65 $123,000
B1010 $4.89 $21,000 B1020 $14.21 $61,000 B2010 $4.66 $20,000B2020 $1.28 $5,500B2030 $4.66 $20,000B3010 $4.77 $20,500 B3020 $0.12 $500
16.50% $5.12 $22,000 $21.54 $92,500
C1010 $1.98 $8,500 C1020 $1.86 $8,000 C2010 $1.28 $5,500 C3010 $1.86 $8,000C3020 $8.27 $35,500C3030 $6.29 $27,000
58.40% $73.93 $317,500 D2010 $8.38 $36,000 D2020 $6.17 $26,500 D2040 $1.40 $6,000 D3050 $33.19 $142,500 D4010 $6.05 $26,000 D4020 $1.51 $6,500 D5010 $5.01 $21,500 D5020 $9.43 $40,500 D5030 $2.79 $12,000
2.20% $2.79 $12,000 E1090 $2.79 $12,000
100% $112.00 $481,000 25.00% $28.00 $120,250.00 7.00% $7.84 $33,670.00
$147.84 $634,920 $175.67 $754,380 (Initial Cost Estimate)
(Initial Cost Estimate)
(Initial Cost Estimate)B Shell
Floor Construction - Cast-in-place conc column, 24", tied, 900K load, 567 lbs/LF, 4000PSI; Flat plate, concrete, 10" slab, 24" column, 25'x25', 125 PSF superimposed load, 250 PSF total loadRoof Construction - Floor, concrete, beam and slab, 25'x25' bay, 40 PSF superimposed load, 20" deep beam, 9" slab, 152 PSF total load
A Substructure
Sprinklers - Wet pipe sprinkler systems, steel, light hazard, 1 floor, 2000 SF; Wet pipe sprinkler systems, steel, ordinary hazard, 1 floor, 1000 SFStandpipes - Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 1 floor
Exterior Walls - Stone wall, Indiana limestone, sawn finish, 2" thick, 10' high, 8" CMU back-upExterior WindowsExterior DoorsRoof Coverings - Roofing, asphalt flood coat, gravel, base sheet; Insulation, rigid roof deck, composite; Roof Edges, aluminum; Flashing, aluminum; Gravel stop, aluminum
Electrical Service/Distribution - Service installation; Feeder installation; Switchgear installation, 400 A
D Services
Interior Doors - Door, single leaf, wood frame, 3'-0" x 7'-0" x 1-3/8", birch, hollow core
Wall Finishes - Painting, interior on plaster and drywall, walls & ceilings, roller work, primer & 2 coats; Ceramic tile, thin set, 4-1/4" x 4-1/4"Stair Construction - Stairs, CIP concrete, w/landing, 20 risers, with nosing
Domestic Water Distribution - Gas fired water heater, commercial, 100< F rise, 500 MBH input, 480 GPHRain Water Drainage - Roof drain, CI, soil,single hub, 3" diam, 10' high; Roof drain, CI, soil,single hub, 4" diam, 10' highTerminal & Package Units - Rooftop, multizone, air conditioner, restaurants, 3,000 SF, 15.00 ton; Commercial kitchen exhaust/make-up air system, rooftop, gas, 2000 CFM
Contractor Fees (General Conditions,Overhead,Profit)Architectural Fees
E Equipment & FurnishingsOther Equipment - 1 - Range, restaurant type, 6 burners & 1 standard oven; 1 - Reach-in Freezer; 1 - Food warmer, counter; 1 - Dishwasher, 10-12 racks per hour
Lighting and Branch Wiring - Receptacles; Miscellaneous power; Central air conditioning power; Flourescent fixtures recess mounted in ceilingCommunications and Security - Communication and alarm systems, fire detection, addressable, 12 detectors, includes outlets, boxes, conduit and wire; Fire alarm command center
Total Building Cost
Floor Area (S.F.): 4294
Story Count: 1Story Height (L.F.): 15
Restaurant, with Limestone with Concrete Block / R/Conc. Frame
Standard Foundations - Strip footing, concrete, reinforced, load 11.1 KLF, 12" x 24"; spread footings, 3000 PSI concrete, load 25K, 3' - 0" square x 12" deepSlab on Grade - Slab on grade, 4" thick, non industrial, reinforcedBasement Excavation - Excavate and fill, 4000 SF, 4' deep, sand, gravel, or common earth, on site storageBasement Walls - Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF, 12" thick
SubTotal
Roof Openings - Skylight, plastic domes, insulated curbs, nominal size to 10 SF, double glazing
Partitions - Wood, 5/8"fire rated gypsum board face, none base,2 x 4,@ 16" OC framing,same opposite face, 0 insul; 5/8" gypsum board, taped & finished, painted on metal furring
C Interiors
Floor Finishes - Carpet tile, nylon, fusion bonded, 18" x 18" or 24" x 24", 35 oz; Tile, quarry tile, mud set, minimum; Tile, quarry tile, mud set, maximumCeiling Finishes - Acoustic ceilings, 3/4"mineral fiber, 12" x 12" tile, concealed 2" bar & channel grid, suspended support
Plumbing Fixtures - Water closet; Urinal; Lavatory ; Kitchen sink w/trim, countertop, stainless steel, 44" x 22" triple bowl; Service sink w/trim; Shower; Water cooler
03.04
Stud
ent:
Soph
ia Ch
ang
Uniqu
e Nam
e: x
iaofan
Origi
nal D
ate:
1/25/2
009
Date
Revis
ed: 3
/31/20
09LA
B Ins
tructo
r: M
ichae
l Ezb
an
Cost
Estim
ateRe
staur
ant
% of Total Cost Per S.F. Cost7.60% $16.54 $447,000
A1010 $6.22 $168,000 A1030 $2.29 $62,000 A2010 $0.09 $2,500 A2020 $7.94 $214,500
45.20% $109.57 $2,960,750 $185.50 $5,013,000
B1010 $10.64 $287,500 B1020 $5.37 $145,000 B2010 $75.94 $2,052,250 B2020 $12.10 $327,000 B2030 $0.30 $8,000 B3010 $5.22 $141,000
16.90% $26.00 $702,500 $36.72 $992,500
C1010 $13.97 $377,500 C1020 $6.11 $165,000 C1030 $2.53 $68,500 C2010 $3.39 $91,500 C3010 $2.29 $62,000C3020 $4.90 $132,500C3030 $3.53 $95,500
30.30% $66.02 $1,784,000 D1010 $23.24 $628,000 D2010 $10.23 $276,500 D2020 $2.83 $76,500 D2040 $0.28 $7,500 D3010 $7.77 $210,000 D3030 $8.45 $228,500 D4010 $2.70 $73,000 D5010 $2.20 $59,500 D5020 $6.83 $184,500 D5030 $1.30 $35,000 D5090 $0.19 $5,000
0.10% $0.15 $4,000 E1090 $0.15 $4,000
100% $218.28 $5,898,250 25.00% $54.57 $1,474,562.50
8.00% $17.46 $471,860.00 $290.31 $7,844,672.50 $405.56 $10,959,865.00 (Initial Cost Estimate)
(Initial Cost Estimate)
(Initial Cost Estimate)
Roof Construction - Floor, steel joists, beams, 1.5" 22 ga metal deck, on columns, 25'x25' bay, 20" deep, 40 PSF superimposed load, 60 PSF total loadExterior Walls - Stone wall, Ohio limestone, smooth finish, 4" thick, 8' high, 8" CMU back-upExterior Windows - Windows, aluminum, sliding, standard glass, 5' x 3'
B Shell
Basement Excavation - Excavate and fill, 30,000 SF, 4' deep, sand, gravel, or common earth, on site storageBasement Walls - Foundation wall, CIP, 4' wall height, direct chute, .099 CY/LF, 4.8 PLF, 8" thick; 148 CY/LF, 7.2 PLF, 12" thick
Floor Construction - Floor, conc, slab form, open web bar joist @ 2' OC, on W beam and column, 25'x25', 29" deep, 65 PSF superimposed, 110 PSF total; Fireproofing
Slab on Grade - Slab on grade, 4" thick, non industrial, reinforced
A Substructure
SubTotalContractor Fees (General Conditions,Overhead,Profit)Architectural FeesTotal Building Cost
E Equipment & Furnishings
Rain Water Drainage - Roof drain, DWV PVC, 4" diam, diam, 10' highEnergy Supply - Apartment building heating system, fin tube radiation, forced hot water, 20,000 SF area,200,000 CF volCooling Generating Systems - Packaged chiller, air cooled, with fan coil unit, medical centers, 20,000 SF, 46.66 ton
Suites, 2-3 Story with Limestone with Concrete Block Back-up / Steel Frame/ Steel Joists
Exterior Doors - Door, steel 18 gauge, hollow metal, 1 door with frame, no label, 3'-6" x 7'-0" openingRoof Coverings - Roofing, asphalt flood coat, gravel, base sheet; Insulation, rigid, roof deck, composite; Roof edges, aluminum; Flashing, aluminum
Partitions - Metal partition, 5/8"fire rated gypsum board face, no base, same opposite face, no insul; 1/2" fire rated gypsum board, taped & finishedInterior Doors - Door, single leaf, wood frame, 3'-0" x 7'-0" x 1-3/8", birch, solid core, hollow coreFittings - Cabinets, residential, wall, two doors x 48" wide
Story Height (L.F.): 15Story Count: 2
Floor Area (S.F.): 27026
Standard Foundations - Strip footing, conc, reinforced, load 5.1 KLF, 12" x 24", load 18.4 KLF, 12" x 40"; Spread footings, 3000 PSI conc, load 150K, 5' - 6" square x 18" deep
Stair Construction - Stairs, steel, cement filled metal pan & picket rail, 16 risers
C Interiors
Wall Finishes - Painting, interior on plaster and drywall, walls & ceilings, roller work, primer & 2 coats; Vinyl wall covering, fabric back, medium weight; Ceramic tileFloor Finishes - Carpet tile, nylon, fusion bonded, 18" x 18" or 24" x 24", 24 oz, 35 oz; Carpet padding; Vinly, composition tile; Tile, ceramic natural clayCeiling Finishes - Gypsum board ceilings, 5/8" fire rated gypsum board, painted and textured finish,1-5/8" metal stud furring, 24" OC support
Elevators and Lifts - 8 - Hydraulic, passenger elevator, 2000 lb, 2 floors, 100 FPM
Other Equipment - 2 - Laundry equipment, washer, residential, 4 cycle, average; 2 - Laundry equipment, dryers, gas-fired residential, 16 lb capacity, average
Plumbing Fixtures - Laundry sink w/trim, PE on CI, black iron frame, 24" x 20", single compt; Bathroom, three fixture, 2 wall plumbing, lavatory, water closet & bathtubDomestic Water Distribution - Gas fired water heater, residential, 100< F rise, 30 gal tank, 32 GPH
D Services
Sprinklers - Wet pipe sprinkler systems, steel, light hazard, 1 floor, 5000 SFElectrical Service/Distribution - Service installation; Feeder installation; Switchgear installation, 600 ALighting and Branch Wiring - Receptacles; Wall switches; Miscellaneous power; Central air conditioning power; Motor installation; Incandescent fixturesCommunications and Security - Communication and alarm systems, fire detection, non-addressable, 25 detectors; Internet wiring, 2 data/voice outlets per 1000 S.F.Other Electrical Systems - Generator sets, w/battery, charger, muffler and transfer switch, gas/gasoline operated, 3 phase, 4 wire, 277/480 V, 7.5 kW
03.05
Stud
ent:
Soph
ia Ch
ang
Uniqu
e Nam
e: x
iaofan
Origi
nal D
ate:
1/25/2
009
Date
Revis
ed: 3
/31/20
09LA
B Ins
tructo
r: M
ichae
l Ezb
an
Cost
Estim
ateSu
ites
Cost Per S.F. CostContractor
FeesArchitectural
Fees
Cafeteria A Substructure $19.20 $22,500 $51,000 $14,280 B Shell $34.13 $40,000 C Interiors $11.52 $13,500 D Services $109.22 $128,000
Project Cost, Kelley's Island, OH; Year 2009
Complex
A Substructure, $704 000
Architect, $1 301 013$ $ ,
Laboratory A Substructure $18.19 $194,000 $430,750 $172,300 B Shell $20.90 $223,000 C Interiors $11.99 $128,000 D Services $108.97 $1,162,500 E Equipment & Furnishings $1.45 $15,500
Library A Substructure $7.06 $14,000 $56,750 $18,160 B Shell $26.82 $66,500 C Interiors $5.25 $13,000 D Services $53.85 $133,500
Restaurant A Substructure $6.17 $26,500 $120,250 $33,670 B Shell $23.99 $103,000 C Interiors $5.12 $22,000 D Services $73.93 $317,500
$ $
$704,000
B Shell,$5,807,000
C Interiors, D Services, $3 525 500
E Equipment & Furnishings,
$31,500
Contractor, $3,876,875
$1,301,013
E Equipment & Furnishings $2.79 $12,000 Suites A Substructure $16.54 $447,000 $1,474,563 $471,860
B Shell $109.57 $2,960,750 C Interiors $36.72 $992,500 D Services $66.02 $1,784,000 E Equipment & Furnishings $0.15 $4,000
$769.55 $8,823,250 $2,133,313 $710,270 $1,527.65 $15,507,500 $3,876,875 $1,301,013
Total Cost % of Total
SubTotal(Initial Cost Estimate)
Originally the cost of this building was $20,685,388. Later, two major changes were
$1,473,000$3,525,500
Total Cost % of TotalA Substructure $704,000 6.03%B Shell $3,393,250 29.08%C Interiors $1,169,000 10.02%D Services $3,525,500 30.22%E Equipment & Furnishings $31,500 0.27%Contractor $2,133,313 18.29%Architect $710,270 6.09%Total Project Cost $11,666,833(Initial Cost Estimate) $20,685,388
Originally the cost of this building was $20,685,388. Later, two major changes weremade. The limestone originally used on the exterior of all the buildings was removed from those buildings which are submerged under the ground. Concrete was substituted for the bearing walls which had been constituted by limestone blocks. This saved on the labor and manufacturing costs of quarrying limestone. For the suites, the limestone block was maintained. However, instead of transporting limestone from Indiana, limestone from Kelley's Island will be used instead. This was a major savings on transportation costs. Going along with the spirit of ecotourism and the idea of experiencing nature rather than buffering oneself from it, the finishing for the interiors was also removed. All of these changes amounted to a $9,018,555 [as notated in blue on the previous cost sheets], a 43% drop in the overall cost.
03.06
Stud
ent:
Soph
ia Ch
ang
Uniqu
e Nam
e: x
iaofan
Origi
nal D
ate:
1/25/2
009
Date
Revis
ed: 3
/31/20
09LA
B Ins
tructo
r: M
ichae
l Ezb
an
Cost
Estim
ateOv
erall
Bearing wall
Open web steel joist. 22” deep, 3” slab, 1/2”
deck, 3’ o.c.
Custom structural steel truss. 8’ deep, 3”
decking, 6” slab, 12’ o.c.
Clear-span rigid steel frame. 81” crown depth,
11’ shoulder, 21” base
Open web steel joist. 32” deep, 3’ o.c.
Open web steel joist. 26” deep, 3’ o.c.Structural steel girder. 30 “ deep
Structural steel girder. 19 “ deep
Pros:-Rigid frame system is less complex-Rigid frame minimizes need for columns-Permits construction under adverse weather conditions.-Minimizes on-site erection and construction time-Avoids the need for diagonal bracing and shear walls
Cons:-The rigid frame takes up much of the window area and blocks the natural light from getting into the lab.-Steel does not have a high fire-resistance rating-Does not minimize the number of separate trades needed to complete a building 04.01
Stud
ent:
Soph
ia Ch
ang
Uniqu
e Nam
e: x
iaofan
Origi
nal D
ate:
1/30/2
009
Date
Revis
ed: 3
/31/20
09LA
B Ins
tructo
r: M
ichae
l Ezb
an
Code
Fra
ming
Plan
Comp
lex B
asem
ent /
1/48”
= 1’
Open-web steel joist. 6” deep, 3’ o.c.
Structural steel girder.
6” deep
Bearing Wall
04.02
Stud
ent:
Soph
ia Ch
ang
Uniqu
e Nam
e: x
iaofan
Origi
nal D
ate:
2/17/2
009
Date
Revis
ed: 3
/31/20
09LA
B Ins
tructo
r: M
ichae
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an
Code
Stru
ctura
l Sec
tion
Comp
lex / 3
/32” =
1’
Footing tie grouted into
limestone
Foundation footing with rebar
reinforcement
Concrete bearing wall. 2’ thick with limestone facing
Hollow partition
wall. 1’ thick
Custom structural steel truss. 8’ deep, 3” decking, 12’ o.c.
Clear-span rigid steel frame. 81”
crown depth, 11’ shoulder, 21” base
Concrete bearing wall. 2’ thick
Open-web steel joist. 22” deep, 3” slab, 1/2”
deck, 3’ o.c.
Limestone tiling
Exterior bearing wall. limestone, maintain 6” continuous vertical bearing wall
Structural steel roof joist. 6” deep, 1/2” decking, roofing membrane
Exterior bearing wall. limestone
Open-web steel joist. 6” deep, 3’ o.c.
Concrete bearing wall beyond section cut
Footing beyond section cut
Structural steel girder. 2’ deep
04.03
Stud
ent:
Soph
ia Ch
ang
Uniqu
e Nam
e: x
iaofan
Origi
nal D
ate:
2/08/2
009
Date
Revis
ed: 3
/31/20
09LA
B Ins
tructo
r: M
ichae
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3D S
tructu
re D
iagra
mCo
mplex
Labo
rator
y-Res
taura
nt
05.01
Stud
ent:
Soph
ia Ch
ang
Uniqu
e Nam
e: x
iaofan
Origi
nal D
ate:
2/28/2
009
Date
Revis
ed: 3
/31/20
09LA
B Ins
tructo
r: M
ichae
l Ezb
an
Code
Buil
ding S
ervic
esCo
mplex
/ 1/64
” = 1’
A2
A3
B
R1R2
Lab
Suites/Offices
Stacks + Reading Area
Cafeteria + Kitchen
Unisex BathroomMen’s BathroomWoman’s Bathroom
Switchgear and transformer room
Restaurant + Cafe
Cells
100 people
1 person
22 people
87 people
195 people
1 person
1 per 25, first 50; 1 per 50, remainder1 per unit
1 female per 65
1 per 75
1 per 75
1 per unit
1 male per 1252 female wc.
1 wc. per unit
1 female wc.
1 female wc.
2 female wc.
1 wc. per unit
2 male wc.
1 male wc.
1 male wc.
2 male wc.
2 female lavatory
1 lavatory per unit
1 female lavatory
1 female lavatory
1 female lavatory
1 lavatory per unit
2 male lavatory
1 male lavatory
1 male lavatory
1 male lavatory
1 per 100
1 per 500
1 per 500
1 per 500
1 drinking fountain
1 drinking fountain
1 drinking fountain
1 drinking fountain
1 per 40, first 50; 1 per 80, remainder1 per unit
1 per 200
1 per 200
1 per 200
1 per unit
Floor Area of Commercial Building: 19,273 ft^2 totalSize of Combined Room for Transformers and Switch gear: 30’ x 30’ x 11’
05.02
Stud
ent:
Soph
ia Ch
ang
Uniqu
e Nam
e: x
iaofan
Origi
nal D
ate:
2/28/2
009
Date
Revis
ed: 3
/31/20
09LA
B Ins
tructo
r: M
ichae
l Ezb
an
Barri
er F
ree B
athro
om P
lanCo
mplex
/ 1/4”
= 1’
Plumbing Wall 60”
30”
35”
18”
12”
33”
48”
42”
56”
32”
32”
60”
boiler room and chilled
water plant (3775 ft sq.)
cooling tower
(612 ft sq.)
boiler rooms(344 ft sq.)
hot water runs through floor slab.
fan room(1191 ft sq.)
raised floorsupply ductworkreturn ductwork
hollow wallBecause of the size and variety of programs in this complex, two different systems were chosen. The Hydronic Convector was chosen for the suites and offices because of it’s small size and capability for providing comfortable heating. While it is a system meant for heating only, the suites and offices already benefit from the natural cooling systems of the building in the summer. This combination of systems saves on energy, costs, and maintenance. Because of the narrow width of the building, the smaller size of the boiler and absence of the need for any other HVAC rooms is also ideal.
In the lab, restaurant, and library space there is no natural cooling system in effect. A Variable Air Volume system is applied for both heating and cooling. This system is good for minimizing system noise, which is key in spaces like the library where a quiet atmosphere for reading is required.
Variable Air VolumePros:-Minimize operating cost-Maximize control of air velocity and air quality-Maximize individual control over temperature-Minimize system noise-Minimize visual obtrusiveness-Minimize system maintenance-Self Balancing
Cons:-Limited in the range of heating or cooling demand that may be accommodated within a single system. When one area needs heating while another needs cooling, a VAV system cannot serve both areas without help from a secondary system.
Hydronic ConvectorPros:-Minimize operating cost-Minimize system noise-Minimize visual obtrusiveness-Maximize flexibility of rental space-Minimize fllor space used for the heating and cooling systems-Minimize floor-to-floor height-Minimize system maintenance-Excellent comfort
Cons:-System used for heating only. -Cooling, humidity control, and ventilation must be provided by separate means.
06.01
Stud
ent:
Soph
ia Ch
ang
Uniqu
e Nam
e: x
iaofan
Origi
nal D
ate:
3/15/2
009
Date
Revis
ed: 3
/31/20
09LA
B Ins
tructo
r: M
ichae
l Ezb
an
Code
Hea
ting a
nd C
oolin
gCo
mplex
Bas
emen
t / 1/4
8” =
1’
07.01
Student: Sophia ChangUnique Name: xiaofanOriginal Date: 3/28/2009 Date Revised: 3/31/2009LAB Instructor: Michael Ezban
Enclosure SystemComplex / 1/4” = 1’
rigid insulation
roof decking
boltsrigid steel frame
custom steel truss
double paned window
soil
grass
waterproofing membrane
coping
limestone block
ties
concrete foundation wall
drainage mat
angle
raised floor tile
supporting beam
bolts
gravel
drainage pipe
gravel
footing
footing ties
cant strip
premolded filler and sealant
waterproofing membrane
rigid insulation
limestone shale
07.02
Student: Sophia ChangUnique Name: xiaofanOriginal Date: 3/19/2009 Date Revised: 3/31/2009LAB Instructor: Michael Ezban
Enclosure System - ElevationComplex / 1/4” = 1’
rigid steel frame
double paned window
structural silicone sealant
limestone block
grass
soil
limestone rock
grass
coping
07.03
Student: Sophia ChangUnique Name: xiaofanOriginal Date: 3/28/2009 Date Revised: 4/08/2009LAB Instructor: Michael Ezban
Enclosure System DiagramsComplex / 1/4” = 1’
