MONASTERY, ECOHOTEL, BIOTECH LAB Kelley’s Island, OH
Construction II Winter 2009
Sophia Chang
TABLE OF CONTENTS OCCUPANCY
EGRESS
COST
STRUCTURE
BUILDING SERVICES
HVAC ENCLOSURE
First Floor Occupancy Basement Occupancy Lower Basement Occupancy
1.01 1.02 1.03
First Floor Egress Basement Egress Lower Basement Egress Egress Diagram
2.01 2.02 2.03 2.04
Cafeteria Cost Analysis Laboratory Cost Analysis Library Cost Analysis Restaurant Cost Analysis Suites Cost Analysis Overall Cost Analysis
3.01 3.02 3.03 3.04 3.05 3.06
Basement Framing Plan Structural Section Axonometric Force Diagram
4.01 4.02 4.03
Systems Bathroom Plan
5.01 5.02
HVAC
6.01
Detailed Section Detailed Elevation Enclosure Diagram
7.01 7.02 7.03
2
3
Student: Sophia Chang Unique Name: xiaofan Original Date: 1/10/2009 Date Revised: 3/31/2009 LAB Instructor: Michael Ezban
1
4
S2 U A1 A2 A3 100 gross 2. Offices B R1 200 gross 1. Suites (incidental)
R2
100 gross 300 gross
3. Offices/Suites 4. Storage
51 ft sq ea. 76 ft sq ea. 51 ft sq ea. 194 ft sq ea.
1 person 1 person 1 person 1 person
Code Occupancy Complex First Floor / 1/48” = 1’
4
1 Hour Fire Rating 2 Hour Fire Rating 3 Hour Fire Rating 4 Hour Fire Rating
01.01
2
Student: Sophia Chang Unique Name: xiaofan Original Date: 1/14/2009 Date Revised: 3/31/2009 LAB Instructor: Michael Ezban
1
3
10
10 4 5
6
7
8
S2 U A1 A2 200 gross 4. Kitchen 15 net
A3 100 gross 100 gross 100 gross B R1 200 gross (Incidental)
300 gross
R2 200 gross
5. Restaurant 6. Cafe 7. Stacks 8. Stacks/Reading Area 9. Biotech Laboratory 1. Suites 3. Suites/Cells 10. Laundry Room 2. Cells
782 ft sq 2330 ft sq 605 ft sq 605 ft sq 1601 ft sq 10,024 ft sq 112 ft sq ea. 112 ft sq ea. 351 ft sq 112 ft sq ea.
3 people 155 people 40 people 6 people 16 people 100 people 1 person 1 person 1 person 1 person
Code Occupancy Complex Basement / 1/48” = 1’
9
1 Hour Fire Rating 2 Hour Fire Rating 3 Hour Fire Rating 4 Hour Fire Rating
01.02
Student: Sophia Chang Unique Name: xiaofan Original Date: 1/14/2009 Date Revised: 3/31/2009 LAB Instructor: Michael Ezban 1
3
5
S2 U A1 A2 15 net A3 B R1 R2
200 gross 15 net 100 gross 100 gross
1. Cafeteria 2. Kitchen 3. Restaurant 4. Stacks/Reading Area 5. Biotech Laboratory
1311 ft sq 782 ft sq 2330 ft sq 1601 ft sq 10,024 ft sq
87 people 3 people 155 people 16 people 100 people
1 Hour Fire Rating 2 Hour Fire Rating 3 Hour Fire Rating 4 Hour Fire Rating
4
Code Occupancy Complex Second Basement / 1/48” = 1’
2
01.03
2
3
Student: Sophia Chang Unique Name: xiaofan Original Date: 1/10/2009 Date Revised: 3/31/2009 LAB Instructor: Michael Ezban
1
4
4 longest common egress route (71 ft)
S2 U A1 A2 A3 100 gross 2. Offices B R1 200 gross 1. Suites (incidental)
R2
100 gross 300 gross
3. Offices/Suites 4. Storage
51 ft sq ea. 76 ft sq ea. 51 ft sq ea. 194 ft sq ea.
1 person 1 person 1 person 1 person
1 exit min. 1 exit min. 1 exit min. 1 exit min.
1 exit actual 1 exit actual 1 exit actual 1 exit actual
Code Egress Complex First Floor / 1/48” = 1’
longest egress route (71 ft)
02.01
2
Student: Sophia Chang Unique Name: xiaofan Original Date: 1/14/2009 Date Revised: 3/31/2009 LAB Instructor: Michael Ezban
1
3
10
10 longest egress route (71 ft)
longest common egress route (40 ft)
4 5
6
7
8
S2 U A1 A2 200 gross 4. Kitchen 15 net
A3 100 gross 100 gross 100 gross B R1 200 gross (Incidental)
300 gross
R2 200 gross
5. Restaurant 6. Cafe 7. Stacks 8. Stacks/Reading Area 9. Biotech Laboratory 1. Suites 3. Suites/Cells 10. Laundry Room 2. Cells
782 ft sq 2330 ft sq 605 ft sq 605 ft sq 1601 ft sq 10,024 ft sq 112 ft sq ea. 112 ft sq ea. 351 ft sq 112 ft sq ea.
3 people 155 people 40 people 6 people 16 people 100 people 1 person 1 person 1 person 1 person
1 exit min. 2 exits min. 1 exit min. 1 exit min. 1 exit min. 2 exits min. 1 exit min. 1 exit min. 1 exit min. 1 exit min.
1 exit actual 3 exits actual 2 exits actual 2 exits actual 3 exits actual 3 exits actual 1 exit actual 1 exit actual 1 exit actual 1 exit actual
Code Egress Complex Basement / 1/48” = 1’
9
02.02
Student: Sophia Chang Unique Name: xiaofan Original Date: 1/14/2009 Date Revised: 3/31/2009 LAB Instructor: Michael Ezban 1
longest common egress route (52 ft) longest egress route (175 ft)
S2 U A1 A2 15 net A3 B R1 R2
200 gross 15 net 100 gross 100 gross
1. Cafeteria 2. Kitchen 3. Restaurant 4. Stacks/Reading Area 5. Biotech Laboratory
1311 ft sq 782 ft sq 2330 ft sq 1601 ft sq 10,024 ft sq
87 people 3 people 155 people 16 people 100 people
2 exits min. 1 exit min. 2 exits min. 1 exit min. 2 exits min.
2 exits actual 1 exit actual 3 exits actual 3 exits actual 3 exits actual
5
3
4
Code Egress Complex Second Basement / 1/48” = 1’
2
02.03
longest egress route (175 ft)
Code Egress Complex Axonometric
longest common egress route (71 ft)
02.04
Student: Sophia Chang Unique Name: xiaofan Original Date: 1/18/2009 Date Revised: 3/31/2009 LAB Instructor: Michael Ezban
Floor Area (S.F.): 1172 % of Total
Cost
$19.20
$22,500
A1010
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" deep
$5.97
$7,000
A1030
A Substructure
6.20%
Cost Per S.F.
Slab on Grade - Slab on grade, 4" 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, 12" thick
$8.53
$10,000
46.00%
B Shell (Initial Cost Estimate)
$34.13
$40,000
$121.59
$142,500
$4.27
$5,000
B1010
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
B1020
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
$20.90
$24,500
B2010
Exterior Walls - Stone wall, Indiana limestone, sawn finish, 2" thick, 10' high, 8" CMU back-up
$87.46
$102,500
B2020
Exterior 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, clear
$18.34
$21,500 $10,500
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
B3020
Roof Openings - Skylight, plastic domes, insulated curbs, 30 SF to 65 SF, single glazing
$1.28
$1,500
$11.52
$13,500
$29.44
$34,500
C Interiors
9.60%
(Initial Cost Estimate) C1010
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
$4.27
$5,000
C1020
Interior Doors - Door, single leaf, kd steel frame, hollow metal, commercial quality, flush, 3'-0" x 7'-0" x 1-3/8"
$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, 3/4" fiberglass board, 24" x 48" tile, tee grid, suspended support
$4.27
$5,000
$109.22
$128,000 $3,500
D Services
38.20%
D1010
Elevators and Lifts - Hydraulic passenger elevator, 2500 lb., 2 floor, 125 FPM
$2.99
D2010
Plumbing Fixtures - Water closet; Urinal; Lavatory; Shower ; Kitchen sink w/trim, countertop, stainless steel, 19" x 18"; 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
$5.55
$6,500
$17.92
$21,000
D2040
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 add
D3050
Terminal & Package Units - Rooftop, multizone, air conditioner, schools and colleges, 25,000 SF, 95.83 ton
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 $2,500
D5030
Communications and Security - Communication and alarm systems, fire detection, non-addressable, 25 detectors; Internet wiring, 8 data/voice outlets per 1000 S.F.
$2.13
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
$174.07 $43.52 $12.18 $229.77 $368.87
$204,000 $51,000.00 $14,280.00 $269,280 $432,300
SubTotal Contractor Fees (General Conditions,Overhead,Profit) Architectural Fees Total Building Cost (Initial Cost Estimate)
100% 25.00% 7.00%
Student: Sophia Chang Unique Name: xiaofan Original Date: 1/25/2009 Date Revised: 3/31/2009 LAB Instructor: Michael Ezban
Story Height (L.F.): 17.5
Cost Estimate Cafeteria
Cafeteria, Limestone Face Concrete Block Back-up / Steel Frame Story Count: 1
03.01
(Initial Cost Estimate) B1010 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 load B1020 Roof 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 B2010 Exterior Walls - Stone wall, Indiana limestone, sawn finish, 2" thick, 10' high, 8" CMU back-up B2020 Exterior 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, clear B2030 Exterior 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" opening B3010 Roof Coverings - Roofing, asphalt flood coat, gravel, base sheet; Insulation, rigid, roof deck, composite; Roof edges, aluminum; Flashing, aluminum; Gravel stop, aluminum B3020 Roof Openings - Skylight; Roof hatch, with curb; Smoke hatch, unlabeled, galvanized, 2'-6" x 3', not incl hand winch operator C Interiors (Initial Cost Estimate) C1010 Partitions - Concrete block (CMU) partition, light weight, hollow, 6" thick, no finish, 8" thick; 8" concrete block partition C1020 Interior Doors - Door, single leaf, kd steel frame, kalamein fire, commercial quality, 3'-0" x 7'-0" x 1-3/4" C1030 Fittings - Lockers, steel, single tier, 5' to 6' high, per opening, minimum 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 C3020 Floor Finishes - Carpet tile, nylon, fusion bonded, 18" x 18" or 24" x 24", 35 oz; Composition flooring, epoxy, minimum; Vinyl, composition tile, maximum C3030 Ceiling Finishes - Acoustic ceilings, 3/4"mineral fiber, 12" x 12" tile, concealed 2" bar & channel grid, suspended support D Services D2010 Plumbing Fixtures - Water closet; Urinal; Lavatory ; Lab sink w/trim, polyethylene, single bowl, double drainboard, 54" x 24" OD; Service sink; Shower; Water cooler D2020 Domestic Water Distribution - Gas fired water heater, commercial, 100< F rise, 600 MBH input, 576 GPH D2040 Rain Water Drainage - Roof drain, DWV PVC, 4" diam, diam, 10' high D3050 Terminal & Package Units - Rooftop, multizone, air conditioner, schools and colleges, 25,000 SF, 95.83 ton D4010 Sprinklers - Wet pipe sprinkler systems, steel, light hazard, 1 floor, 50,000 SF D5010 Electrical Service/Distribution - Service installation, 120/208 V, 1000 A; Feeder installation, 600 V, 1000 A; Switchgear installation, 1200 A D5020 Lighting and Branch Wiring - Receptacles; Wall switches; Miscellaneous power; Central air conditioning power; Flourescent fixtures recess mounted in ceiling D5030 Communications and Security - Communication and alarm systems, fire detection, non-addressable, 50 detectors; Internet wiring, 8 data/voice outlets per 1000 S.F. 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 E Equipment & Furnishings E1020 Institutional Equipment - Laboratory equipment SubTotal Contractor Fees (General Conditions,Overhead,Profit) Architectural Fees Total Building Cost (Initial Cost Estimate)
% of Total Cost Per S.F. 9.40% $18.19 $4.55 $4.59 $0.19 $8.86 16.20% $20.90 $40.87 $2.25 $5.48 $19.97 $4.22 $1.87 $5.72 $1.36 15.30% $11.99 $29.52 $10.87 $1.12 $0.05 $5.81 $5.39 $6.33 58.30% $108.97 $60.55 $5.67 $3.56 $18.04 $2.30 $8.58 $10.31 $3.00 $0.52 0.80% $1.45 $1.45 100% 25.00% 10.00%
$161.50 $40.38 $16.15 $218.03 $268.65
Cost $194,000 $48,500 $49,000 $2,000 $94,500 $223,000 $436,000 $24,000 $58,500 $213,000 $45,000 $20,000 $61,000 $14,500 $128,000 $315,000 $116,000 $12,000 $500 $62,000 $57,500 $67,500 $1,162,500 $646,000 $60,500 $38,000 $192,500 $24,500 $91,500 $110,000 $32,000 $5,500 $15,500 $15,500 $1,723,000 $430,750 $172,300 $2,326,050 $2,866,050
Student: Sophia Chang Unique Name: xiaofan Original Date: 1/25/2009 Date Revised: 3/31/2009 LAB Instructor: Michael Ezban
A Substructure A1010 Standard Foundations - Strip footing, concrete, reinforced, load 5.1 KLF, 12" deep x 24" wide A1030 Slab on Grade - Slab on grade, 4" thick, non industrial, reinforced A2010 Basement Excavation - Excavate and fill, 30,000 SF, 4' deep, sand, gravel, or common earth, on site storage A2020 Basement 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
Cost Estimate Laboratory
Laboratory, with Limestone with Concrete Block / R/Conc. Frame Story Count: 1 Story Height (L.F.): 15 Floor Area (S.F.): 10668
03.02
A Substructure A1010 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" deep A1030 Slab on Grade - Slab on grade, 4" thick, non industrial, reinforced A2010 Basement Excavation - Excavate and fill, 10,000 SF, 4' deep, sand gravel, or common earth, on site storage A2020 Basement Walls - Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF, 12" thick B Shell (Initial Cost Estimate) B1010 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 B1020 Roof Construction - Floor, concrete, beam and slab, 25'x25' bay, 40 PSF superimposed load, 12" deep beam, 10" slab, 150 PSF total load B2010 Exterior Walls - Stone wall, Indiana limestone, smooth finish, 4" thick, 8' high, 4" CMU back-up B2020 Exterior Windows B2030 Exterior Doors B3010 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" face B3020 Roof Openings C Interiors (Initial Cost Estimate) C1010 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 C1020 Interior Doors - Single leaf, wood frame, 3'-0" x 7'-0" x 1-3/8", birch, solid core C2010 Stair Construction - Stairs, CIP concrete, w/landing, 24 risers, with nosing C3010 Wall Finishes - Painting, interior on plaster and drywall, walls & ceilings, roller work, primer & 2 coats C3020 Floor Finishes - Carpet tile, nylon, fusion bonded, 18" x 18" or 24" x 24", 35 oz; Vinyl, composition tile, maximum C3030 Ceiling Finishes - Acoustic ceilings, 3/4"mineral fiber, 12" x 12" tile, concealed 2" bar & channel grid, suspended support D Services D1010 Elevators and Lifts D2010 Plumbing Fixtures D2020 Domestic Water Distribution - Gas fired water heater, commercial, 100< F rise, 500 MBH input, 480 GPH D2040 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 add D3050 Terminal & Package Units - Rooftop, multizone, air conditioner, banks or libraries, 25,000 SF, 104.00 ton D4010 Sprinklers - Wet pipe sprinkler systems, steel, light hazard, 1 floor, 10,000 SF D5010 Electrical Service/Distribution - Service installation; Feeder installation; Switchgear installation, 400 A D5020 Lighting and Branch Wiring - Receptacles; Wall switches; Miscellaneous power; Central air conditioning power; Motor installation, three phase; Flourescent fixtures recess mounted in ceiling D5030 Communications and Security - Communication and alarm systems; 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; Uninterruptible power supply with standard battery pack SubTotal Contractor Fees (General Conditions,Overhead,Profit) Architectural Fees Total Building Cost (Initial Cost Estimate)
% of Total 5.90%
32.50%
13.00%
48.70%
100% 25.00% 8.00%
Cost Per S.F. $7.06 $1.41 $4.64 $0.20 $0.81 $26.82 $57.68 $2.42 $20.37 $10.49 $0.81 $0.40 $4.03 $0.40 $5.25 $5.85 $2.62 $1.82 $0.81 $0.61 $3.83 $5.85 $53.85 $3.23 $1.21 $7.66 $3.03 $19.77 $2.42 $8.87 $10.69 $1.21 $0.20
Cost $14,000 $3,500 $11,500 $500 $2,000 $66,500 $92,500 $6,000 $50,500 $26,000 $2,000 $1,000 $10,000 $1,000 $13,000 $38,500 $6,500 $4,500 $2,000 $1,500 $9,500 $14,500 $133,500 $8,000 $3,000 $19,000 $7,500 $49,000 $6,000 $22,000 $26,500 $3,000 $500
$92.98 $23.25 $7.44 $123.66 $165.51
$227,000 $56,750 $18,160.00 $301,910.00 $370,405.00
Student: Sophia Chang Unique Name: xiaofan Original Date: 1/25/2009 Date Revised: 3/31/2009 LAB Instructor: Michael Ezban
Story Count: 1 Story Height (L.F.): 15 Floor Area (S.F.): 2479
Cost Estimate Library
Library, with Limestone with Concrete Block / R/Conc. Frame
03.03
Story Height (L.F.): 15 Floor Area (S.F.): 4294 % of Total
Cost
$6.17
$26,500
A1010 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" deep
$0.58
$2,500
A1030 Slab on Grade - Slab on grade, 4" 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
A Substructure
4.90%
Cost Per S.F.
A2020 Basement Walls - Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF, 12" thick B Shell
18.10%
(Initial Cost Estimate) B1010 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 load B1020 Roof Construction - Floor, concrete, beam and slab, 25'x25' bay, 40 PSF superimposed load, 20" deep beam, 9" slab, 152 PSF total load
$0.58
$2,500
$23.99 $28.65
$103,000 $123,000
$4.89
$21,000
$14.21
$61,000
B2010 Exterior Walls - Stone wall, Indiana limestone, sawn finish, 2" thick, 10' high, 8" 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
$5.12 $21.54
$22,000 $92,500
C1010 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
$1.98
$8,500
C1020 Interior Doors - Door, single leaf, wood frame, 3'-0" x 7'-0" x 1-3/8", 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, 4-1/4" x 4-1/4"
$1.86
$8,000
C3020 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, maximum
$8.27
$35,500
C Interiors
16.50%
(Initial Cost Estimate)
C3030 Ceiling Finishes - Acoustic ceilings, 3/4"mineral fiber, 12" x 12" tile, concealed 2" bar & channel grid, suspended support
$6.29
$27,000
$73.93
$317,500
D2010 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
$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, 3" diam, 10' high; Roof drain, CI, soil,single hub, 4" diam, 10' high
$1.40
$6,000
D Services
58.40%
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, 4" 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
$2.79
$12,000
$2.79
$12,000
$112.00 $28.00 $7.84 $147.84 $175.67
$481,000 $120,250.00 $33,670.00 $634,920 $754,380
E Equipment & Furnishings
2.20%
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
SubTotal Contractor Fees (General Conditions,Overhead,Profit) Architectural Fees Total Building Cost (Initial Cost Estimate)
100% 25.00% 7.00%
Student: Sophia Chang Unique Name: xiaofan Original Date: 1/25/2009 Date Revised: 3/31/2009 LAB Instructor: Michael Ezban
Story Count: 1
Cost Estimate Restaurant
Restaurant, with Limestone with Concrete Block / R/Conc. Frame
03.04
A Substructure A1010 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 A1030 Slab on Grade - Slab on grade, 4" thick, non industrial, reinforced A2010 Basement Excavation - Excavate and fill, 30,000 SF, 4' deep, sand, gravel, or common earth, on site storage A2020 Basement 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 B Shell (Initial Cost Estimate) B1010 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 B1020 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 load B2010 Exterior Walls - Stone wall, Ohio limestone, smooth finish, 4" thick, 8' high, 8" CMU back-up B2020 Exterior Windows - Windows, aluminum, sliding, standard glass, 5' x 3' B2030 Exterior Doors - Door, steel 18 gauge, hollow metal, 1 door with frame, no label, 3'-6" x 7'-0" opening B3010 Roof Coverings - Roofing, asphalt flood coat, gravel, base sheet; Insulation, rigid, roof deck, composite; Roof edges, aluminum; Flashing, aluminum C Interiors (Initial Cost Estimate) C1010 Partitions - Metal partition, 5/8"fire rated gypsum board face, no base, same opposite face, no insul; 1/2" fire rated gypsum board, taped & finished C1020 Interior Doors - Door, single leaf, wood frame, 3'-0" x 7'-0" x 1-3/8", birch, solid core, hollow core C1030 Fittings - Cabinets, residential, wall, two doors x 48" wide C2010 Stair Construction - Stairs, steel, cement filled metal pan & picket rail, 16 risers 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 C3020 Floor 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 clay C3030 Ceiling Finishes - Gypsum board ceilings, 5/8" fire rated gypsum board, painted and textured finish,1-5/8" metal stud furring, 24" OC support D Services D1010 Elevators and Lifts - 8 - Hydraulic, passenger elevator, 2000 lb, 2 floors, 100 FPM D2010 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 & bathtub D2020 Domestic Water Distribution - Gas fired water heater, residential, 100< F rise, 30 gal tank, 32 GPH D2040 Rain Water Drainage - Roof drain, DWV PVC, 4" diam, diam, 10' high D3010 Energy Supply - Apartment building heating system, fin tube radiation, forced hot water, 20,000 SF area,200,000 CF vol D3030 Cooling Generating Systems - Packaged chiller, air cooled, with fan coil unit, medical centers, 20,000 SF, 46.66 ton D4010 Sprinklers - Wet pipe sprinkler systems, steel, light hazard, 1 floor, 5000 SF D5010 Electrical Service/Distribution - Service installation; Feeder installation; Switchgear installation, 600 A D5020 Lighting and Branch Wiring - Receptacles; Wall switches; Miscellaneous power; Central air conditioning power; Motor installation; Incandescent fixtures D5030 Communications and Security - Communication and alarm systems, fire detection, non-addressable, 25 detectors; Internet wiring, 2 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, 7.5 kW E Equipment & Furnishings E1090 Other Equipment - 2 - Laundry equipment, washer, residential, 4 cycle, average; 2 - Laundry equipment, dryers, gas-fired residential, 16 lb capacity, average SubTotal Contractor Fees (General Conditions,Overhead,Profit) Architectural Fees Total Building Cost (Initial Cost Estimate)
% of Total Cost Per S.F. 7.60% $16.54 $6.22 $2.29 $0.09 $7.94 45.20% $109.57 $185.50 $10.64 $5.37 $75.94 $12.10 $0.30 $5.22 16.90% $26.00 $36.72 $13.97 $6.11 $2.53 $3.39 $2.29 $4.90 $3.53 30.30% $66.02 $23.24 $10.23 $2.83 $0.28 $7.77 $8.45 $2.70 $2.20 $6.83 $1.30 $0.19 0.10% $0.15 $0.15 100% 25.00% 8.00%
$218.28 $54.57 $17.46 $290.31 $405.56
Cost $447,000 $168,000 $62,000 $2,500 $214,500 $2,960,750 $5,013,000 $287,500 $145,000 $2,052,250 $327,000 $8,000 $141,000 $702,500 $992,500 $377,500 $165,000 $68,500 $91,500 $62,000 $132,500 $95,500 $1,784,000 $628,000 $276,500 $76,500 $7,500 $210,000 $228,500 $73,000 $59,500 $184,500 $35,000 $5,000 $4,000 $4,000 $5,898,250 $1,474,562.50 $471,860.00 $7,844,672.50 $10,959,865.00
Student: Sophia Chang Unique Name: xiaofan Original Date: 1/25/2009 Date Revised: 3/31/2009 LAB Instructor: Michael Ezban
Story Count: 2 Story Height (L.F.): 15 Floor Area (S.F.): 27026
Cost Estimate Suites
Suites, 2-3 Story with Limestone with Concrete Block Back-up / Steel Frame/ Steel Joists
03.05
Contractor Fees
Cost
Architectural Fees
Complex Cafeteria
Laboratory
Library
A Substructure
$19.20
$22,500
B Shell
$34.13
$40,000
C Interiors
$11.52
$13,500
D Services
$ $109.22
$ , $128,000
A Substructure
$18.19
$194,000
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
A Substructure
$7.06
$14,000
$26.82
$66,500
C Interiors
$5.25
$13,000
D Services
$53.85
$133,500
$6.17
$26,500
B Shell
Restaurant
A Substructure B Shell
$23.99
$103,000
C Interiors
$5.12
$22,000
D Services
$73.93
$317,500
$ $2.79
$ $12,000
$16.54
$447,000
E Equipment & Furnishings Suites
A Substructure B Shell
$109.57
$2,960,750
C Interiors
$36.72
$992,500
D Services
$66.02
$1,784,000
$0.15
$4,000
E Equipment & Furnishings SubTotal (Initial Cost Estimate)
Total Cost A Substructure
D Services
$3,525,500
30.22%
$31,500
0.27%
$2,133,313
18.29%
$710,270
6.09%
$20,685,388
$120,250
$33,670
B Shell, $5,807,000 E Equipment & Furnishings, $31,500
D Services, $3 525 500 $3,525,500
$1,474,563
C Interiors, $1,473,000
$471,860
$710,270
29.08%
(Initial Cost Estimate)
$18,160
$1,301,013
10.02%
$11,666,833
$56,750
$2,133,313
$3,393,250
Total Project Cost
Contractor, $3,876,875
$3,876,875
6.03%
A Substructure, $704 000 $704,000
$172,300
$8,823,250
$1,169,000
Architect
$430,750
$15,507,500
C Interiors
Contractor
Architect, $1,301,013 $1 301 013
$769.55
B Shell
E Equipment & Furnishings
$14,280
$1,527.65
% of Total $704,000
$51,000
Originally the cost of this building was $20,685,388. Later, two major changes were made. 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.
Cost Estimate Overall
Cost Per S.F.
Student: Sophia Chang Unique Name: xiaofan Original Date: 1/25/2009 Date Revised: 3/31/2009 LAB Instructor: Michael Ezban
Project Cost, Kelley's Island, OH; Year 2009
03.06
Student: Sophia Chang Unique Name: xiaofan Original Date: 1/30/2009 Date Revised: 3/31/2009 LAB Instructor: Michael Ezban
Bearing Wall Open-web steel joist. 6” deep, 3’ o.c. Structural steel girder. 6” deep
Structural steel girder. 19 “ deep
Open web steel joist. 32” deep, 3’ o.c.
Open web steel joist. 26” deep, 3’ o.c. Structural steel girder. 30 “ deep
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 Bearing wall
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
Code Framing Plan Complex Basement / 1/48” = 1’
Open web steel joist. 22” deep, 3” slab, 1/2” deck, 3’ o.c.
04.01
Structural steel roof joist. 6” deep, 1/2” decking, roofing membrane Exterior bearing wall. limestone Clear-span rigid steel frame. 81” crown depth, 11’ shoulder, 21” base
Custom structural steel truss. 8’ deep, 3” decking, 12’ o.c.
Hollow partition wall. 1’ thick
Limestone tiling Open-web steel joist. 22” deep, 3” slab, 1/2” deck, 3’ o.c. Concrete bearing wall. 2’ thick
Open-web steel joist. 6” deep, 3’ o.c. Concrete bearing wall beyond section cut
Student: Sophia Chang Unique Name: xiaofan Original Date: 2/17/2009 Date Revised: 3/31/2009 LAB Instructor: Michael Ezban
Exterior bearing wall. limestone, maintain 6” continuous vertical bearing wall
Structural steel girder. 2’ deep Footing beyond section cut
Concrete bearing wall. 2’ thick with limestone facing
Footing tie grouted into limestone
Code Structural Section Complex / 3/32” = 1’
Foundation footing with rebar reinforcement
04.02
04.03
3D Structure Diagram Complex Laboratory-Restaurant
Student: Sophia Chang Unique Name: xiaofan Original Date: 2/08/2009 Date Revised: 3/31/2009 LAB Instructor: Michael Ezban
Student: Sophia Chang Unique Name: xiaofan Original Date: 2/28/2009 Date Revised: 3/31/2009 LAB Instructor: Michael Ezban Woman’s Bathroom Men’s Bathroom Unisex Bathroom
Switchgear and transformer room
Cafeteria + Kitchen
87 people
Restaurant + Cafe
195 people
A3
Stacks + Reading Area
22 people
B
Lab
100 people
A2
R1 Suites/Offices R2 Cells
1 person 1 person
1 per 75
1 female wc. 1 male wc. 1 per 75 2 female wc. 2 male wc. 1 female wc. 1 female per 65 1 male per 125 1 male wc. 2 female wc. 1 per 25, first 50; 1 per 50, remainder 2 male wc. 1 wc. per unit 1 per unit 1 per unit 1 wc. per unit
1 per 200
1 female lavatory 1 male lavatory 1 per 200 1 female lavatory 1 male lavatory 1 per 200 1 female lavatory 1 male lavatory 1 per 40, first 50; 2 female lavatory 1 per 80, remainder 2 male lavatory 1 per unit 1 lavatory per unit 1 per unit 1 lavatory per unit
1 per 500 1 drinking fountain 1 per 500 1 drinking fountain 1 per 500 1 drinking fountain
Code Building Services Complex / 1/64” = 1’
Floor Area of Commercial Building: 19,273 ft^2 total Size of Combined Room for Transformers and Switch gear: 30’ x 30’ x 11’
1 per 100 1 drinking fountain
05.01
56”
18”
12”
30”
35”
Student: Sophia Chang Unique Name: xiaofan Original Date: 2/28/2009 Date Revised: 3/31/2009 LAB Instructor: Michael Ezban
60”
Plumbing Wall
Barrier Free Bathroom Plan Complex / 1/4” = 1’
60”
32”
33”
32”
42”
48”
05.02
Student: Sophia Chang Unique Name: xiaofan Original Date: 3/15/2009 Date Revised: 3/31/2009 LAB Instructor: Michael Ezban
(344 ft sq.)
Hydronic Convector Pros: -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
Variable Air Volume Pros: -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: -System used for heating only. -Cooling, humidity control, and ventilation must be provided by separate means.
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.
hot water runs through floor slab.
boiler room and chilled water plant (3775 ft sq.)
cooling tower (612 ft sq.)
fan room (1191 ft sq.)
Because 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.
hollow wall
supply ductwork
raised floor
return ductwork
Code Heating and Cooling Complex Basement / 1/48” = 1’
boiler rooms
06.01
grass soil waterproofing membrane rigid insulation roof decking coping bolts rigid steel frame custom steel truss
double paned window
limestone shale rigid insulation waterproofing membrane limestone block ties concrete foundation wall
drainage mat angle raised floor tile supporting beam bolts premolded filler and sealant gravel
cant strip
drainage pipe gravel footing footing ties
07.01
Enclosure System Complex / 1/4â&#x20AC;? = 1â&#x20AC;&#x2122;
Student: Sophia Chang Unique Name: xiaofan Original Date: 3/28/2009 Date Revised: 3/31/2009 LAB Instructor: Michael Ezban
grass
coping
rigid steel frame
structural silicone sealant
double paned window
limestone block
grass
soil
limestone rock
07.02
Enclosure System - Elevation Complex / 1/4â&#x20AC;? = 1â&#x20AC;&#x2122;
Student: Sophia Chang Unique Name: xiaofan Original Date: 3/19/2009 Date Revised: 3/31/2009 LAB Instructor: Michael Ezban
07.03
Enclosure System Diagrams Complex / 1/4” = 1’
Student: Sophia Chang Unique Name: xiaofan Original Date: 3/28/2009 Date Revised: 4/08/2009 LAB Instructor: Michael Ezban