3. Date Revised: 3/31/2009
LAB Instructor: Michael Ezban
Original Date: 1/10/2009
Student: Sophia Chang
Unique Name: xiaofan
1 2 3
4
4
Complex First Floor / 1/48” = 1’
Code Occupancy
S2
U
A1
A2
A3
B 100 gross 2. Offices 51 ft sq ea. 1 person
R1 200 gross 1. Suites 76 ft sq ea. 1 person 1 Hour Fire Rating
100 gross 3. Offices/Suites 51 ft sq ea. 1 person 2 Hour Fire Rating
(incidental) 300 gross 4. Storage 194 ft sq ea. 1 person 3 Hour Fire Rating
01.01
R2 4 Hour Fire Rating
4. Date Revised: 3/31/2009
LAB Instructor: Michael Ezban
Original Date: 1/14/2009
Student: Sophia Chang
Unique Name: xiaofan
1 2 3
10
10
4
5 6 7 8
9
Complex Basement / 1/48” = 1’
Code Occupancy
S2
U
A1
A2 200 gross 4. Kitchen 782 ft sq 3 people
15 net 5. Restaurant 2330 ft sq 155 people
6. Cafe 605 ft sq 40 people
A3 100 gross 7. Stacks 605 ft sq 6 people
100 gross 8. Stacks/Reading Area 1601 ft sq 16 people
B 100 gross 9. Biotech Laboratory 10,024 ft sq 100 people
R1 200 gross 1. Suites 112 ft sq ea. 1 person 1 Hour Fire Rating
3. Suites/Cells 112 ft sq ea. 1 person 2 Hour Fire Rating
(Incidental) 300 gross 10. Laundry Room 351 ft sq 1 person 3 Hour Fire Rating
01.02
R2 200 gross 2. Cells 112 ft sq ea. 1 person 4 Hour Fire Rating
5. Date Revised: 3/31/2009
LAB Instructor: Michael Ezban
Original Date: 1/14/2009
Student: Sophia Chang
Unique Name: xiaofan
1
2
3 4
5
Complex Second Basement / 1/48” = 1’
Code Occupancy
S2
U
A1
A2 15 net 1. Cafeteria 1311 ft sq 87 people
200 gross 2. Kitchen 782 ft sq 3 people 1 Hour Fire Rating
15 net 3. Restaurant 2330 ft sq 155 people 2 Hour Fire Rating
A3 100 gross 4. Stacks/Reading Area 1601 ft sq 16 people 3 Hour Fire Rating
B 100 gross 5. Biotech Laboratory 10,024 ft sq 100 people 4 Hour Fire Rating
R1
R2
01.03
6. Date Revised: 3/31/2009
LAB Instructor: Michael Ezban
Original Date: 1/10/2009
Student: Sophia Chang
Unique Name: xiaofan
1 2 3
4
4
longest common
egress route (71 ft)
longest egress route
(71 ft)
Complex First Floor / 1/48” = 1’
Code Egress
S2
U
A1
A2
A3
B 100 gross 2. Offices 51 ft sq ea. 1 person 1 exit min. 1 exit actual
R1 200 gross 1. Suites 76 ft sq ea. 1 person 1 exit min. 1 exit actual
100 gross 3. Offices/Suites 51 ft sq ea. 1 person 1 exit min. 1 exit actual
(incidental) 300 gross 4. Storage 194 ft sq ea. 1 person 1 exit min. 1 exit actual
R2
02.01
7. Date Revised: 3/31/2009
LAB Instructor: Michael Ezban
Original Date: 1/14/2009
Student: Sophia Chang
Unique Name: xiaofan
1 2 3
10
10
4
longest egress route longest common 5 6 7 8
(71 ft) egress route (40 ft)
9
Complex Basement / 1/48” = 1’
S2
U
Code Egress
A1
A2 200 gross 4. Kitchen 782 ft sq 3 people 1 exit min. 1 exit actual
15 net 5. Restaurant 2330 ft sq 155 people 2 exits min. 3 exits actual
6. Cafe 605 ft sq 40 people 1 exit min. 2 exits actual
A3 100 gross 7. Stacks 605 ft sq 6 people 1 exit min. 2 exits actual
100 gross 8. Stacks/Reading Area 1601 ft sq 16 people 1 exit min. 3 exits actual
B 100 gross 9. Biotech Laboratory 10,024 ft sq 100 people 2 exits min. 3 exits actual
R1 200 gross 1. Suites 112 ft sq ea. 1 person 1 exit min. 1 exit actual
3. Suites/Cells 112 ft sq ea. 1 person 1 exit min. 1 exit actual
(Incidental) 300 gross 10. Laundry Room 351 ft sq 1 person 1 exit min. 1 exit actual
02.02
R2 200 gross 2. Cells 112 ft sq ea. 1 person 1 exit min. 1 exit actual
8. Date Revised: 3/31/2009
LAB Instructor: Michael Ezban
Original Date: 1/14/2009
Student: Sophia Chang
Unique Name: xiaofan
1
2
3
longest common 4
egress route (52 ft)
5
Complex Second Basement / 1/48” = 1’
longest egress route
(175 ft)
Code Egress
S2
U
A1
A2 15 net 1. Cafeteria 1311 ft sq 87 people 2 exits min. 2 exits actual
200 gross 2. Kitchen 782 ft sq 3 people 1 exit min. 1 exit actual
15 net 3. Restaurant 2330 ft sq 155 people 2 exits min. 3 exits actual
A3 100 gross 4. Stacks/Reading Area 1601 ft sq 16 people 1 exit min. 3 exits actual
B 100 gross 5. Biotech Laboratory 10,024 ft sq 100 people 2 exits min. 3 exits actual
R1
R2
02.03
9.
10. (175 ft)
longest common
egress route (71 ft)
longest egress route
Student: Sophia Chang
Code Egress Unique Name: xiaofan
Complex Axonometric Original Date: 1/18/2009 Date Revised: 3/31/2009
LAB Instructor: Michael Ezban
02.04
11. Date Revised: 3/31/2009
Cafeteria, Limestone Face Concrete Block Back-up / Steel Frame
Story Count: 1
Story Height (L.F.): 17.5
Floor Area (S.F.): 1172
LAB Instructor: Michael Ezban
% of Cost Per
Total S.F. Cost
Original Date: 1/25/2009
A Substructure 6.20% $19.20 $22,500
Student: Sophia Chang
Unique Name: xiaofan
A1010 Foundations - Strip footing, concrete, reinforced, load 5.1 KLF, 12quot; x 24quot;; Spread footings, 3000 PSI concrete, load 300K, 7' - 6quot; square x 25quot; deep / load 400K, 8' - 6quot; square x 27quot; deep $5.97 $7,000
A1030 Slab on Grade - Slab on grade, 4quot; thick, non industrial, reinforced $4.69 $5,500
A2010 Basement Excavation - Excavate and fill, 30,000 SF, 4' deep, sand, gravel, or common earth, on site storage $0.00 $0
A2020 Basement Walls - Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF, 12quot; thick $8.53 $10,000
B Shell 46.00% $34.13 $40,000
(Initial Cost Estimate) $121.59 $142,500
B1010 Floor Construction - W12, 400 KIPS, 10' unsupported height, 79 PLF; composite concrete slab on W beam, 5.5quot; slab, 25'x25' bay, 24.5quot; total depth, 125 PSF superimposed load, 200 PSF total $4.27 $5,000
B1020 Roof Construction - Floor, composite slab on steel beam, 25'x25' bay, 4.5quot;slab, 20.5quot; total depth, 40 PSF superimposed load, 99 PSF total load $20.90 $24,500
B2010 Exterior Walls - Stone wall, Indiana limestone, sawn finish, 2quot; thick, 10' high, 8quot; CMU back-up $87.46 $102,500
B2020 Exterior Windows - Aluminum flush tube frame, for 1/4quot;glass,1-3/4quot;x4quot;, 5'x6' opening, no intermediate horizontals; Glazing panel, plate glass, 1/4quot; thick, clear $18.34 $21,500
B3010 Roof Coverings - Asphalt flood coat, gravel, base sheet; Insulation, rigid, roof deck, composite; Roof edges, aluminum; Flashing, aluminum, no backing sides; Gravel stop, aluminum, extruded $8.96 $10,500
B3020 Roof Openings - Skylight, plastic domes, insulated curbs, 30 SF to 65 SF, single glazing $1.28 $1,500
C Interiors 9.60% $11.52 $13,500
(Initial Cost Estimate) $29.44 $34,500
C1010 Partitions - Metal partition, 5/8quot;fire rated gypsum board face, 1/4quot; sound deadening gypsum board, 2-1/2quot; @ 24quot;, same opposite face, no insulation $4.27 $5,000
C1020 Interior Doors - Door, single leaf, kd steel frame, hollow metal, commercial quality, flush, 3'-0quot; x 7'-0quot; x 1-3/8quot; $5.97 $7,000
C2010 Stair Construction - Stairs, CIP concrete, w/landing, 20 risers, with nosing $1.28 $1,500
C3010 Wall 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 $7.25 $8,500
C3020 Floor Finishes - Carpet, tufted, nylon, roll goods, 12' wide, 36 oz; Carpet, padding, add to above, maximum; Vinyl, composition tile, maximum $6.40 $7,500
C3030 Ceiling Finishes - Acoustic ceilings, 3/4quot; fiberglass board, 24quot; x 48quot; tile, tee grid, suspended support $4.27 $5,000
D Services 38.20% $109.22 $128,000
D1010 Elevators and Lifts - Hydraulic passenger elevator, 2500 lb., 2 floor, 125 FPM $2.99 $3,500
D2010 Plumbing Fixtures - Water closet; Urinal; Lavatory; Shower ; Kitchen sink w/trim, countertop, stainless steel, 19quot; x 18quot;; Service sink w/trim; Water cooler $9.39 $11,000
D2020 Domestic Water Distribution - Gas fired water heater, commercial, 100< F rise, 200 MBH input, 192 GPH $14.08 $16,500
D2040 Rain Water Drainage - Roof drain, CI, soil,single hub, 5quot; diam, 10' high; Roof drain, CI, soil,single hub, 5quot; diam, for each additional foot add $5.55 $6,500
D3050 Terminal & Package Units - Rooftop, multizone, air conditioner, schools and colleges, 25,000 SF, 95.83 ton $17.92 $21,000
D4010 Sprinklers - Wet pipe sprinkler systems, steel, light hazard, 1 floor, 10,000 SF; Wet pipe sprinkler systems, steel, light hazard, each additional floor, 10,000 SF $2.56 $3,000
D5010 Electrical Service/Distribution - Service installation; Feeder installation; Switchgear installation; 600 A $48.21 $56,500
D5020 Lighting and Branch Wiring - Receptacles; Switches; Miscellaneous power; Central air conditioning; Motor installation; Receptacles; Motor feeder systems; Flourescent fixtures $14.93 $17,500
D5030 $2.13 $2,500
Cost Estimate
Communications and Security - Communication and alarm systems, fire detection, non-addressable, 25 detectors; Internet wiring, 8 data/voice outlets per 1000 S.F.
D5090 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 $0.00 $0
Cafeteria
SubTotal 100% $174.07 $204,000
Contractor Fees (General Conditions,Overhead,Profit) 25.00% $43.52 $51,000.00
Architectural Fees 7.00% $12.18 $14,280.00
Total Building Cost $229.77 $269,280
(Initial Cost Estimate) $368.87 $432,300
03.01
12. Date Revised: 3/31/2009
Laboratory, with Limestone with Concrete Block / R/Conc. Frame
LAB Instructor: Michael Ezban
Story Count: 1
Story Height (L.F.): 15
Original Date: 1/25/2009
Floor Area (S.F.): 10668
Student: Sophia Chang
Unique Name: xiaofan
% of Total Cost Per S.F. Cost
A Substructure 9.40% $18.19 $194,000
A1010 Standard Foundations - Strip footing, concrete, reinforced, load 5.1 KLF, 12quot; deep x 24quot; wide $4.55 $48,500
A1030 Slab on Grade - Slab on grade, 4quot; thick, non industrial, reinforced $4.59 $49,000
A2010 Basement Excavation - Excavate and fill, 30,000 SF, 4' deep, sand, gravel, or common earth, on site storage $0.19 $2,000
A2020 Basement Walls - Foundation wall, CIP, 4' wall height, direct chute, .099 CY/LF, 4.8 PLF, 8quot; thick; Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF, 12quot; thick $8.86 $94,500
B Shell 16.20% $20.90 $223,000
(Initial Cost Estimate) $40.87 $436,000
B1010 Floor Construction - Floor, concrete, slab form, open web bar joist @ 2' OC, on bearing wall, 35' span, 20quot; deep, 125 PSF superimposed load, 172 PSF total load $2.25 $24,000
B1020 Roof Construction - Roof, steel joists, 1.5quot; 22 ga metal deck, on bearing walls, 35' bay, 25.5quot; deep, 40 PSF superimposed load, 60 PSF total load $5.48 $58,500
B2010 Exterior Walls - Stone wall, Indiana limestone, sawn finish, 2quot; thick, 10' high, 8quot; CMU back-up $19.97 $213,000
B2020 Exterior Windows - Aluminum flush tube frame, for 1/4quot;glass,1-3/4quot;x4quot;, 5'x6' opening, no intermediate horizontals; Glazing panel, plate glass, 1/4quot; thick, clear $4.22 $45,000
B2030 Exterior Doors - aluminum & glass, with transom, narrow stile, double door, hardware, 6'-0quot; x 10'-0quot; opening; Aluminum & glass, with transom, non-standard, hardware, 3'-0quot; x 10'-0quot; opening $1.87 $20,000
B3010 Roof Coverings - Roofing, asphalt flood coat, gravel, base sheet; Insulation, rigid, roof deck, composite; Roof edges, aluminum; Flashing, aluminum; Gravel stop, aluminum $5.72 $61,000
B3020 Roof Openings - Skylight; Roof hatch, with curb; Smoke hatch, unlabeled, galvanized, 2'-6quot; x 3', not incl hand winch operator $1.36 $14,500
C Interiors 15.30% $11.99 $128,000
(Initial Cost Estimate) $29.52 $315,000
C1010 Partitions - Concrete block (CMU) partition, light weight, hollow, 6quot; thick, no finish, 8quot; thick; 8quot; concrete block partition $10.87 $116,000
C1020 Interior Doors - Door, single leaf, kd steel frame, kalamein fire, commercial quality, 3'-0quot; x 7'-0quot; x 1-3/4quot; $1.12 $12,000
C1030 Fittings - Lockers, steel, single tier, 5' to 6' high, per opening, minimum $0.05 $500
C3010 Wall Finishes - 2 coats paint on masonry with block filler; Painting, masonry or concrete, latex, brushwork, primer & 2 coats; Wall coatings, epoxy coatings, maximum $5.81 $62,000
C3020 Floor Finishes - Carpet tile, nylon, fusion bonded, 18quot; x 18quot; or 24quot; x 24quot;, 35 oz; Composition flooring, epoxy, minimum; Vinyl, composition tile, maximum $5.39 $57,500
C3030 Ceiling Finishes - Acoustic ceilings, 3/4quot;mineral fiber, 12quot; x 12quot; tile, concealed 2quot; bar & channel grid, suspended support $6.33 $67,500
D Services 58.30% $108.97 $1,162,500
D2010 Plumbing Fixtures - Water closet; Urinal; Lavatory ; Lab sink w/trim, polyethylene, single bowl, double drainboard, 54quot; x 24quot; OD; Service sink; Shower; Water cooler $60.55 $646,000
D2020 Domestic Water Distribution - Gas fired water heater, commercial, 100< F rise, 600 MBH input, 576 GPH $5.67 $60,500
D2040 Rain Water Drainage - Roof drain, DWV PVC, 4quot; diam, diam, 10' high $3.56 $38,000
D3050 Terminal & Package Units - Rooftop, multizone, air conditioner, schools and colleges, 25,000 SF, 95.83 ton $18.04 $192,500
D4010 Sprinklers - Wet pipe sprinkler systems, steel, light hazard, 1 floor, 50,000 SF $2.30 $24,500
D5010 Electrical Service/Distribution - Service installation, 120/208 V, 1000 A; Feeder installation, 600 V, 1000 A; Switchgear installation, 1200 A $8.58 $91,500
D5020 Lighting and Branch Wiring - Receptacles; Wall switches; Miscellaneous power; Central air conditioning power; Flourescent fixtures recess mounted in ceiling $10.31 $110,000
D5030 Communications and Security - Communication and alarm systems, fire detection, non-addressable, 50 detectors; Internet wiring, 8 data/voice outlets per 1000 S.F. $3.00 $32,000
D5090 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 $0.52 $5,500
E Equipment & Furnishings 0.80% $1.45 $15,500
E1020 Institutional Equipment - Laboratory equipment $1.45 $15,500
Cost Estimate
SubTotal 100% $161.50 $1,723,000
Contractor Fees (General Conditions,Overhead,Profit) 25.00% $40.38 $430,750
Laboratory
Architectural Fees 10.00% $16.15 $172,300
Total Building Cost $218.03 $2,326,050
(Initial Cost Estimate) $268.65 $2,866,050
03.02
13. Date Revised: 3/31/2009
Library, with Limestone with Concrete Block / R/Conc. Frame
LAB Instructor: Michael Ezban
Story Count: 1
Story Height (L.F.): 15
Original Date: 1/25/2009
Floor Area (S.F.): 2479
Student: Sophia Chang
Unique Name: xiaofan
Cost Per
% of Total S.F. Cost
A Substructure 5.90% $7.06 $14,000
A1010 Standard Foundations - Strip footing, concrete, reinforced, load 11.1 KLF, 12quot; deep x 24quot; wide; Spread footings, 3000 PSI concrete, load 200K, 6' - 0quot; square x 20quot; deep, 7' - 6quot; square x 25quot; deep $1.41 $3,500
A1030 Slab on Grade - Slab on grade, 4quot; thick, non industrial, reinforced $4.64 $11,500
A2010 Basement Excavation - Excavate and fill, 10,000 SF, 4' deep, sand gravel, or common earth, on site storage $0.20 $500
A2020 Basement Walls - Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF, 12quot; thick $0.81 $2,000
B Shell 32.50% $26.82 $66,500
(Initial Cost Estimate) $57.68 $92,500
B1010 Floor Construction - Cast-in-place column, 16quot;, tied, 300K, 253 lbs/LF, 4000PSI; Waffle slab, cast-in-place, 10quot; deep rib, 20quot; column, 25'x25', 200 PSF superimposed load, 310 PSF total load $2.42 $6,000
B1020 Roof Construction - Floor, concrete, beam and slab, 25'x25' bay, 40 PSF superimposed load, 12quot; deep beam, 10quot; slab, 150 PSF total load $20.37 $50,500
B2010 Exterior Walls - Stone wall, Indiana limestone, smooth finish, 4quot; thick, 8' high, 4quot; CMU back-up $10.49 $26,000
B2020 Exterior Windows $0.81 $2,000
B2030 Exterior Doors $0.40 $1,000
B3010 Roof Coverings - Roofing, single ply membrane, EPDM, 60 mils, fully adhered; Insulation, rigid, roof deck, composite with 2quot; EPS, 1quot; perlite; Roof edges, aluminum, duranodic, .050quot; thick, 6quot; face $4.03 $10,000
B3020 Roof Openings $0.40 $1,000
C Interiors 13.00% $5.25 $13,000
(Initial Cost Estimate) $5.85 $38,500
C1010 Partitions - Metal partition, 5/8quot;fire rated gypsum board face, 1/4quot; sound deadening gypsum board, 2-1/2quot; @ 24quot;, same opposite face, no insulation $2.62 $6,500
C1020 Interior Doors - Single leaf, wood frame, 3'-0quot; x 7'-0quot; x 1-3/8quot;, birch, solid core $1.82 $4,500
C2010 Stair Construction - Stairs, CIP concrete, w/landing, 24 risers, with nosing $0.81 $2,000
C3010 Wall Finishes - Painting, interior on plaster and drywall, walls & ceilings, roller work, primer & 2 coats $0.61 $1,500
C3020 Floor Finishes - Carpet tile, nylon, fusion bonded, 18quot; x 18quot; or 24quot; x 24quot;, 35 oz; Vinyl, composition tile, maximum $3.83 $9,500
C3030 Ceiling Finishes - Acoustic ceilings, 3/4quot;mineral fiber, 12quot; x 12quot; tile, concealed 2quot; bar & channel grid, suspended support $5.85 $14,500
D Services 48.70% $53.85 $133,500
D1010 Elevators and Lifts $3.23 $8,000
D2010 Plumbing Fixtures $1.21 $3,000
D2020 Domestic Water Distribution - Gas fired water heater, commercial, 100< F rise, 500 MBH input, 480 GPH $7.66 $19,000
D2040 Rain Water Drainage - Roof drain, CI, soil,single hub, 5quot; diam, 10' high; Roof drain, CI, soil,single hub, 5quot; diam, for each additional foot add $3.03 $7,500
D3050 Terminal & Package Units - Rooftop, multizone, air conditioner, banks or libraries, 25,000 SF, 104.00 ton $19.77 $49,000
D4010 Sprinklers - Wet pipe sprinkler systems, steel, light hazard, 1 floor, 10,000 SF $2.42 $6,000
D5010 Electrical Service/Distribution - Service installation; Feeder installation; Switchgear installation, 400 A $8.87 $22,000
D5020 Lighting and Branch Wiring - Receptacles; Wall switches; Miscellaneous power; Central air conditioning power; Motor installation, three phase; Flourescent fixtures recess mounted in ceiling $10.69 $26,500
D5030 Communications and Security - Communication and alarm systems; Internet wiring, 8 data/voice outlets per 1000 S.F. $1.21 $3,000
D5090 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 $0.20 $500
Cost Estimate
SubTotal 100% $92.98 $227,000
Contractor Fees (General Conditions,Overhead,Profit) 25.00% $23.25 $56,750
Architectural Fees 8.00% $7.44 $18,160.00
Total Building Cost $123.66 $301,910.00
Library
(Initial Cost Estimate) $165.51 $370,405.00
03.03
14. Date Revised: 3/31/2009
Restaurant, with Limestone with Concrete Block / R/Conc. Frame
Story Count: 1
Story Height (L.F.): 15
Floor Area (S.F.): 4294
LAB Instructor: Michael Ezban
% of Cost Per
Total S.F. Cost
Original Date: 1/25/2009
A Substructure 4.90% $6.17 $26,500
Student: Sophia Chang
Unique Name: xiaofan
A1010 Standard Foundations - Strip footing, concrete, reinforced, load 11.1 KLF, 12quot; x 24quot;; spread footings, 3000 PSI concrete, load 25K, 3' - 0quot; square x 12quot; deep $0.58 $2,500
A1030 Slab on Grade - Slab on grade, 4quot; thick, non industrial, reinforced $4.54 $19,500
A2010 Basement Excavation - Excavate and fill, 4000 SF, 4' deep, sand, gravel, or common earth, on site storage $0.47 $2,000
A2020 Basement Walls - Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF, 12quot; thick $0.58 $2,500
B Shell 18.10% $23.99 $103,000
(Initial Cost Estimate) $28.65 $123,000
B1010 Floor Construction - Cast-in-place conc column, 24quot;, tied, 900K load, 567 lbs/LF, 4000PSI; Flat plate, concrete, 10quot; slab, 24quot; column, 25'x25', 125 PSF superimposed load, 250 PSF total load $4.89 $21,000
B1020 Roof Construction - Floor, concrete, beam and slab, 25'x25' bay, 40 PSF superimposed load, 20quot; deep beam, 9quot; slab, 152 PSF total load $14.21 $61,000
B2010 Exterior Walls - Stone wall, Indiana limestone, sawn finish, 2quot; thick, 10' high, 8quot; CMU back-up $4.66 $20,000
B2020 Exterior Windows $1.28 $5,500
B2030 Exterior Doors $4.66 $20,000
B3010 Roof Coverings - Roofing, asphalt flood coat, gravel, base sheet; Insulation, rigid roof deck, composite; Roof Edges, aluminum; Flashing, aluminum; Gravel stop, aluminum $4.77 $20,500
B3020 Roof Openings - Skylight, plastic domes, insulated curbs, nominal size to 10 SF, double glazing $0.12 $500
C Interiors 16.50% $5.12 $22,000
(Initial Cost Estimate) $21.54 $92,500
C1010 Partitions - Wood, 5/8quot;fire rated gypsum board face, none base,2 x 4,@ 16quot; OC framing,same opposite face, 0 insul; 5/8quot; gypsum board, taped & finished, painted on metal furring $1.98 $8,500
C1020 Interior Doors - Door, single leaf, wood frame, 3'-0quot; x 7'-0quot; x 1-3/8quot;, birch, hollow core $1.86 $8,000
C2010 Stair Construction - Stairs, CIP concrete, w/landing, 20 risers, with nosing $1.28 $5,500
C3010 Wall Finishes - Painting, interior on plaster and drywall, walls & ceilings, roller work, primer & 2 coats; Ceramic tile, thin set, 4-1/4quot; x 4-1/4quot; $1.86 $8,000
C3020 Floor Finishes - Carpet tile, nylon, fusion bonded, 18quot; x 18quot; or 24quot; x 24quot;, 35 oz; Tile, quarry tile, mud set, minimum; Tile, quarry tile, mud set, maximum $8.27 $35,500
C3030 Ceiling Finishes - Acoustic ceilings, 3/4quot;mineral fiber, 12quot; x 12quot; tile, concealed 2quot; bar & channel grid, suspended support $6.29 $27,000
D Services 58.40% $73.93 $317,500
D2010 Plumbing Fixtures - Water closet; Urinal; Lavatory ; Kitchen sink w/trim, countertop, stainless steel, 44quot; x 22quot; triple bowl; Service sink w/trim; Shower; Water cooler $8.38 $36,000
D2020 Domestic Water Distribution - Gas fired water heater, commercial, 100< F rise, 500 MBH input, 480 GPH $6.17 $26,500
D2040 Rain Water Drainage - Roof drain, CI, soil,single hub, 3quot; diam, 10' high; Roof drain, CI, soil,single hub, 4quot; diam, 10' high $1.40 $6,000
D3050 Terminal & Package Units - Rooftop, multizone, air conditioner, restaurants, 3,000 SF, 15.00 ton; Commercial kitchen exhaust/make-up air system, rooftop, gas, 2000 CFM $33.19 $142,500
D4010 Sprinklers - Wet pipe sprinkler systems, steel, light hazard, 1 floor, 2000 SF; Wet pipe sprinkler systems, steel, ordinary hazard, 1 floor, 1000 SF $6.05 $26,000
D4020 Standpipes - Wet standpipe risers, class III, steel, black, sch 40, 4quot; diam pipe, 1 floor $1.51 $6,500
D5010 Electrical Service/Distribution - Service installation; Feeder installation; Switchgear installation, 400 A $5.01 $21,500
D5020 Lighting and Branch Wiring - Receptacles; Miscellaneous power; Central air conditioning power; Flourescent fixtures recess mounted in ceiling $9.43 $40,500
D5030 Communications and Security - Communication and alarm systems, fire detection, addressable, 12 detectors, includes outlets, boxes, conduit and wire; Fire alarm command center $2.79 $12,000
Cost Estimate
E Equipment & Furnishings 2.20% $2.79 $12,000
E1090 Other 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 $2.79 $12,000
Restaurant
SubTotal 100% $112.00 $481,000
Contractor Fees (General Conditions,Overhead,Profit) 25.00% $28.00 $120,250.00
Architectural Fees 7.00% $7.84 $33,670.00
Total Building Cost $147.84 $634,920
(Initial Cost Estimate) $175.67 $754,380
03.04
15. Date Revised: 3/31/2009
Suites, 2-3 Story with Limestone with Concrete Block Back-up / Steel Frame/ Steel Joists
Story Count: 2
LAB Instructor: Michael Ezban
Story Height (L.F.): 15
Floor Area (S.F.): 27026
Original Date: 1/25/2009
Student: Sophia Chang
Unique Name: xiaofan
% of Total Cost Per S.F. Cost
A Substructure 7.60% $16.54 $447,000
A1010 Standard Foundations - Strip footing, conc, reinforced, load 5.1 KLF, 12quot; x 24quot;, load 18.4 KLF, 12quot; x 40quot;; Spread footings, 3000 PSI conc, load 150K, 5' - 6quot; square x 18quot; deep $6.22 $168,000
A1030 Slab on Grade - Slab on grade, 4quot; thick, non industrial, reinforced $2.29 $62,000
A2010 Basement Excavation - Excavate and fill, 30,000 SF, 4' deep, sand, gravel, or common earth, on site storage $0.09 $2,500
A2020 Basement Walls - Foundation wall, CIP, 4' wall height, direct chute, .099 CY/LF, 4.8 PLF, 8quot; thick; 148 CY/LF, 7.2 PLF, 12quot; thick $7.94 $214,500
B Shell 45.20% $109.57 $2,960,750
(Initial Cost Estimate) $185.50 $5,013,000
B1010 Floor Construction - Floor, conc, slab form, open web bar joist @ 2' OC, on W beam and column, 25'x25', 29quot; deep, 65 PSF superimposed, 110 PSF total; Fireproofing $10.64 $287,500
B1020 Roof Construction - Floor, steel joists, beams, 1.5quot; 22 ga metal deck, on columns, 25'x25' bay, 20quot; deep, 40 PSF superimposed load, 60 PSF total load $5.37 $145,000
B2010 Exterior Walls - Stone wall, Ohio limestone, smooth finish, 4quot; thick, 8' high, 8quot; CMU back-up $75.94 $2,052,250
B2020 Exterior Windows - Windows, aluminum, sliding, standard glass, 5' x 3' $12.10 $327,000
B2030 Exterior Doors - Door, steel 18 gauge, hollow metal, 1 door with frame, no label, 3'-6quot; x 7'-0quot; opening $0.30 $8,000
B3010 Roof Coverings - Roofing, asphalt flood coat, gravel, base sheet; Insulation, rigid, roof deck, composite; Roof edges, aluminum; Flashing, aluminum $5.22 $141,000
C Interiors 16.90% $26.00 $702,500
(Initial Cost Estimate) $36.72 $992,500
C1010 Partitions - Metal partition, 5/8quot;fire rated gypsum board face, no base, same opposite face, no insul; 1/2quot; fire rated gypsum board, taped & finished $13.97 $377,500
C1020 Interior Doors - Door, single leaf, wood frame, 3'-0quot; x 7'-0quot; x 1-3/8quot;, birch, solid core, hollow core $6.11 $165,000
C1030 Fittings - Cabinets, residential, wall, two doors x 48quot; wide $2.53 $68,500
C2010 Stair Construction - Stairs, steel, cement filled metal pan & picket rail, 16 risers $3.39 $91,500
C3010 Wall Finishes - Painting, interior on plaster and drywall, walls & ceilings, roller work, primer & 2 coats; Vinyl wall covering, fabric back, medium weight; Ceramic tile $2.29 $62,000
C3020 Floor Finishes - Carpet tile, nylon, fusion bonded, 18quot; x 18quot; or 24quot; x 24quot;, 24 oz, 35 oz; Carpet padding; Vinly, composition tile; Tile, ceramic natural clay $4.90 $132,500
C3030 Ceiling Finishes - Gypsum board ceilings, 5/8quot; fire rated gypsum board, painted and textured finish,1-5/8quot; metal stud furring, 24quot; OC support $3.53 $95,500
D Services 30.30% $66.02 $1,784,000
D1010 Elevators and Lifts - 8 - Hydraulic, passenger elevator, 2000 lb, 2 floors, 100 FPM $23.24 $628,000
D2010 Plumbing Fixtures - Laundry sink w/trim, PE on CI, black iron frame, 24quot; x 20quot;, single compt; Bathroom, three fixture, 2 wall plumbing, lavatory, water closet & bathtub $10.23 $276,500
D2020 Domestic Water Distribution - Gas fired water heater, residential, 100< F rise, 30 gal tank, 32 GPH $2.83 $76,500
D2040 Rain Water Drainage - Roof drain, DWV PVC, 4quot; diam, diam, 10' high $0.28 $7,500
D3010 Energy Supply - Apartment building heating system, fin tube radiation, forced hot water, 20,000 SF area,200,000 CF vol $7.77 $210,000
D3030 Cooling Generating Systems - Packaged chiller, air cooled, with fan coil unit, medical centers, 20,000 SF, 46.66 ton $8.45 $228,500
D4010 Sprinklers - Wet pipe sprinkler systems, steel, light hazard, 1 floor, 5000 SF $2.70 $73,000
D5010 Electrical Service/Distribution - Service installation; Feeder installation; Switchgear installation, 600 A $2.20 $59,500
D5020 Lighting and Branch Wiring - Receptacles; Wall switches; Miscellaneous power; Central air conditioning power; Motor installation; Incandescent fixtures $6.83 $184,500
D5030 Communications and Security - Communication and alarm systems, fire detection, non-addressable, 25 detectors; Internet wiring, 2 data/voice outlets per 1000 S.F. $1.30 $35,000
D5090 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 $0.19 $5,000
E Equipment & Furnishings 0.10% $0.15 $4,000
E1090 Other Equipment - 2 - Laundry equipment, washer, residential, 4 cycle, average; 2 - Laundry equipment, dryers, gas-fired residential, 16 lb capacity, average $0.15 $4,000
Cost Estimate
SubTotal 100% $218.28 $5,898,250
Contractor Fees (General Conditions,Overhead,Profit) 25.00% $54.57 $1,474,562.50
Architectural Fees 8.00% $17.46 $471,860.00
$290.31 $7,844,672.50
Suites
Total Building Cost
(Initial Cost Estimate) $405.56 $10,959,865.00
03.05
16. Date Revised: 3/31/2009
Project Cost, Kelley's Island, OH; Year 2009
Contractor Architectural
Cost Per S.F. Cost Fees Fees
Complex
Cafeteria A Substructure $19.20 $22,500 $51,000 $14,280
LAB Instructor: Michael Ezban
B Shell $34.13 $40,000
C Interiors $11.52 $13,500
Original Date: 1/25/2009
Architect, A Substructure,
D Services $
$109.22 $ ,
$128,000
Student: Sophia Chang
Unique Name: xiaofan
$1,301,013
$1 301 013 $704,000
$704 000
Laboratory A Substructure $18.19 $194,000 $430,750 $172,300
B Shell $20.90 $223,000
Contractor,
C Interiors $11.99 $128,000 $3,876,875
D Services $108.97 $1,162,500
E Equipment & Furnishings $1.45 $15,500 B Shell,
$5,807,000
Library A Substructure $7.06 $14,000 $56,750 $18,160
E Equipment &
B Shell $26.82 $66,500 Furnishings,
C Interiors $5.25 $13,000 $31,500
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 D Services, C Interiors,
E Equipment & Furnishings $3,525,500
$3 525 500 $1,473,000
$
$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
SubTotal $769.55 $8,823,250 $2,133,313 $710,270
(Initial Cost Estimate) $1,527.65 $15,507,500 $3,876,875 $1,301,013
Total Cost % of Total Originally the cost of this building was $20,685,388. Later, two major changes were
A Substructure $704,000 6.03% made. The limestone originally used on the exterior of all the buildings was removed
B Shell $3,393,250 29.08% from those buildings which are submerged under the ground. Concrete was
substituted for the bearing walls which had been constituted by limestone blocks. This
C Interiors $1,169,000 10.02%
saved on the labor and manufacturing costs of quarrying limestone. For the suites, the
D Services $3,525,500 30.22%
limestone block was maintained. However, instead of transporting limestone from
Cost Estimate
E Equipment & Furnishings $31,500 0.27% Indiana, limestone from Kelley's Island will be used instead. This was a major savings
Contractor $2,133,313 18.29% on transportation costs. Going along with the spirit of ecotourism and the idea of
Architect $710,270 6.09% experiencing nature rather than buffering oneself from it, the finishing for the interiors
Overall
Total Project Cost $11,666,833 was also removed. All of these changes amounted to a $9,018,555 [as notated in blue
(Initial Cost Estimate) $20,685,388 on the previous cost sheets], a 43% drop in the overall cost.
03.06
17. Date Revised: 3/31/2009
LAB Instructor: Michael Ezban
Bearing Wall
Original Date: 1/30/2009
Open-web
Student: Sophia Chang
Unique Name: xiaofan
steel joist. 6”
deep, 3’ o.c.
Structural
steel girder.
6” deep
Structural
steel girder.
19 “ deep
Open web
steel joist.
26” deep, 3’
o.c.
Structural
Open web steel joist. steel girder.
32” deep, 3’ o.c. 30 “ deep
Open web steel joist.
22” deep, 3” slab, 1/2”
deck, 3’ o.c.
Custom structural steel
truss. 8’ deep, 3”
Complex Basement / 1/48” = 1’
decking, 6” slab, 12’ o.c.
Clear-span rigid steel
frame. 81” crown depth,
11’ shoulder, 21” base
Code Framing Plan
Bearing wall
Pros: Cons:
-Rigid frame system is less complex -The rigid frame takes up much of
-Rigid frame minimizes need for the window area and blocks the
columns natural light from getting into the lab.
-Permits construction under adverse -Steel does not have a high
weather conditions. fire-resistance rating
-Minimizes on-site erection and -Does not minimize the number of
construction time separate trades needed to complete
-Avoids the need for diagonal
bracing and shear walls
a building
04.01
19. Student: Sophia Chang
3D Structure Diagram Unique Name: xiaofan
Complex Laboratory-Restaurant Original Date: 2/08/2009 Date Revised: 3/31/2009
LAB Instructor: Michael Ezban
04.03
20. Date Revised: 3/31/2009
LAB Instructor: Michael Ezban
Original Date: 2/28/2009
Student: Sophia Chang
Unique Name: xiaofan
Woman’s Bathroom
Men’s Bathroom
Unisex Bathroom
Switchgear and transformer room
Floor Area of Commercial Building: 19,273 ft^2 total
Size of Combined Room for Transformers and Switch gear: 30’ x 30’ x 11’
Code Building Services
Complex / 1/64” = 1’
A2 Cafeteria + Kitchen 87 people 1 per 75 1 female wc. 1 per 200 1 female lavatory 1 per 500 1 drinking fountain
1 male wc. 1 male lavatory
Restaurant + Cafe 195 people 1 per 75 2 female wc. 1 per 200 1 female lavatory 1 per 500 1 drinking fountain
2 male wc. 1 male lavatory
A3 Stacks + Reading Area 22 people 1 female per 65 1 female wc. 1 per 200 1 female lavatory 1 per 500 1 drinking fountain
1 male per 125 1 male wc. 1 male lavatory
B Lab 100 people 1 per 25, first 50; 2 female wc. 1 per 40, first 50; 2 female lavatory 1 per 100 1 drinking fountain
1 per 50, remainder 2 male wc. 1 per 80, remainder 2 male lavatory
R1 Suites/Offices
R2 Cells
1 person
1 person
1 per unit
1 per unit
1 wc. per unit
1 wc. per unit
1 per unit
1 per unit
1 lavatory per unit
1 lavatory per unit 05.01