Project Development, Construction Documents

MONASTERY, ECOHOTEL, BIOTECH LAB Kelley’s Island, OH Construction II Winter 2009 Sophia Chang

TABLE OF CONTENTS OCCUPANCY First Floor Occupancy 1.01 Basement Occupancy 1.02 Lower Basement Occupancy 1.03 EGRESS First Floor Egress 2.01 Basement Egress 2.02 Lower Basement Egress 2.03 Egress Diagram 2.04 COST Cafeteria Cost Analysis 3.01 Laboratory Cost Analysis 3.02 Library Cost Analysis 3.03 Restaurant Cost Analysis 3.04 Suites Cost Analysis 3.05 Overall Cost Analysis 3.06 STRUCTURE Basement Framing Plan 4.01 Structural Section 4.02 Axonometric Force Diagram 4.03 BUILDING SERVICES Systems 5.01 Bathroom Plan 5.02 HVAC HVAC 6.01 ENCLOSURE Detailed Section 7.01 Detailed Elevation 7.02 Enclosure Diagram 7.03

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

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

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

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

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

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

(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

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, 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 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 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, 5.5\" slab, 25'x25' bay, 24.5\" 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, 4.5\"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 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, 5/8\"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 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, 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 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 $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

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, 12\" deep x 24\" wide $4.55 $48,500 A1030 Slab on Grade - Slab on grade, 4\" 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, 8\" thick; Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF, 12\" 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, 20\" deep, 125 PSF superimposed load, 172 PSF total load $2.25 $24,000 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 $5.48 $58,500 B2010 Exterior Walls - Stone wall, Indiana limestone, sawn finish, 2\" thick, 10' high, 8\" CMU back-up $19.97 $213,000 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 $4.22 $45,000 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 $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'-6\" 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, 6\" thick, no finish, 8\" thick; 8\" concrete block partition $10.87 $116,000 C1020 Interior Doors - Door, single leaf, kd steel frame, kalamein fire, commercial quality, 3'-0\" x 7'-0\" x 1-3/4\" $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, 18\" x 18\" or 24\" x 24\", 35 oz; Composition flooring, epoxy, minimum; Vinyl, composition tile, maximum $5.39 $57,500 C3030 Ceiling Finishes - Acoustic ceilings, 3/4\"mineral fiber, 12\" x 12\" tile, concealed 2\" 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, 54\" x 24\" 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, 4\" 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

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, 12\" deep x 24\" wide; Spread footings, 3000 PSI concrete, load 200K, 6' - 0\" square x 20\" deep, 7' - 6\" square x 25\" deep $1.41 $3,500 A1030 Slab on Grade - Slab on grade, 4\" 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, 12\" 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, 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 $2.42 $6,000 B1020 Roof Construction - Floor, concrete, beam and slab, 25'x25' bay, 40 PSF superimposed load, 12\" deep beam, 10\" slab, 150 PSF total load $20.37 $50,500 B2010 Exterior Walls - Stone wall, Indiana limestone, smooth finish, 4\" thick, 8' high, 4\" 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 2\" EPS, 1\" perlite; Roof edges, aluminum, duranodic, .050\" thick, 6\" 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, 5/8\"fire rated gypsum board face, 1/4\" sound deadening gypsum board, 2-1/2\" @ 24\", same opposite face, no insulation $2.62 $6,500 C1020 Interior Doors - Single leaf, wood frame, 3'-0\" x 7'-0\" x 1-3/8\", 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, 18\" x 18\" or 24\" x 24\", 35 oz; Vinyl, composition tile, maximum $3.83 $9,500 C3030 Ceiling Finishes - Acoustic ceilings, 3/4\"mineral fiber, 12\" x 12\" tile, concealed 2\" 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, 5\" diam, 10' high; Roof drain, CI, soil,single hub, 5\" 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

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, 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 A2020 Basement Walls - Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF, 12\" 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, 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 $4.89 $21,000 B1020 Roof Construction - Floor, concrete, beam and slab, 25'x25' bay, 40 PSF superimposed load, 20\" deep beam, 9\" slab, 152 PSF total load $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 C Interiors 16.50% $5.12 $22,000 (Initial Cost Estimate) $21.54 $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 C3030 Ceiling Finishes - Acoustic ceilings, 3/4\"mineral fiber, 12\" x 12\" tile, concealed 2\" 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, 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 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 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

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, 12\" x 24\", load 18.4 KLF, 12\" x 40\"; Spread footings, 3000 PSI conc, load 150K, 5' - 6\" square x 18\" deep $6.22 $168,000 A1030 Slab on Grade - Slab on grade, 4\" 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, 8\" thick; 148 CY/LF, 7.2 PLF, 12\" 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', 29\" deep, 65 PSF superimposed, 110 PSF total; Fireproofing $10.64 $287,500 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 $5.37 $145,000 B2010 Exterior Walls - Stone wall, Ohio limestone, smooth finish, 4\" thick, 8' high, 8\" 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'-6\" x 7'-0\" 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, 5/8\"fire rated gypsum board face, no base, same opposite face, no insul; 1/2\" fire rated gypsum board, taped & finished $13.97 $377,500 C1020 Interior Doors - Door, single leaf, wood frame, 3'-0\" x 7'-0\" x 1-3/8\", birch, solid core, hollow core $6.11 $165,000 C1030 Fittings - Cabinets, residential, wall, two doors x 48\" 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, 18\" x 18\" or 24\" x 24\", 24 oz, 35 oz; Carpet padding; Vinly, composition tile; Tile, ceramic natural clay $4.90 $132,500 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 $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, 24\" x 20\", 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, 4\" 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

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

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

Date Revised: 3/31/2009 Exterior bearing wall. limestone, maintain 6” continuous vertical bearing wall Structural steel roof joist. 6” deep, 1/2” LAB Instructor: Michael Ezban decking, roofing membrane Original Date: 2/17/2009 Student: Sophia Chang Unique Name: xiaofan Exterior bearing wall. limestone Limestone tiling Open-web steel Clear-span rigid joist. 6” deep, 3’ o.c. steel frame. 81” Open-web steel joist. crown depth, 11’ 22” deep, 3” slab, 1/2” Concrete bearing shoulder, 21” base deck, 3’ o.c. wall beyond section cut Custom structural Concrete bearing steel truss. 8’ deep, wall. 2’ thick 3” decking, 12’ o.c. Structural steel girder. 2’ deep Footing beyond Hollow section cut partition wall. 1’ thick Concrete bearing wall. 2’ thick with limestone facing Foundation footing with rebar reinforcement Code Structural Section Complex / 3/32” = 1’ Footing tie grouted into limestone 04.02

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

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

Plumbing Wall 33” 12” 56” 18” 35” 42” 32” 60” 60” 48” 32” 30” Student: Sophia Chang Barrier Free Bathroom Plan Unique Name: xiaofan Complex / 1/4” = 1’ Original Date: 2/28/2009 Date Revised: 3/31/2009 LAB Instructor: Michael Ezban 05.02

Date Revised: 3/31/2009 boiler rooms (344 ft sq.) LAB Instructor: Michael Ezban Hydronic Convector hot water runs Original Date: 3/15/2009 Pros: Cons: through floor slab. Student: Sophia Chang Unique Name: xiaofan -Minimize operating cost -System used for heating only. -Minimize system noise -Cooling, humidity control, and -Minimize visual obtrusiveness ventilation must be provided by -Maximize flexibility of rental space separate means. -Minimize fllor space used for the heating and cooling systems -Minimize floor-to-floor height -Minimize system maintenance -Excellent comfort Variable Air Volume Pros: Cons: -Minimize operating cost -Limited in the range of heating or cooling demand Complex Basement / 1/48” = 1’ -Maximize control of air velocity and air that may be accommodated within a single system. quality When one area needs heating while another needs boiler room and chilled Code Heating and Cooling -Maximize individual control over cooling, a VAV system cannot serve both areas temperature without help from a secondary system. water plant (3775 ft sq.) -Minimize system noise cooling -Minimize visual obtrusiveness tower -Minimize system maintenance (612 ft sq.) -Self Balancing fan room (1191 ft sq.) hollow wall supply ductwork 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 raised floor return ductwork 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. 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 Student: Sophia Chang Enclosure System Unique Name: xiaofan Complex / 1/4” = 1’ 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 Student: Sophia Chang Enclosure System - Elevation Unique Name: xiaofan Complex / 1/4” = 1’ Original Date: 3/19/2009 Date Revised: 3/31/2009 LAB Instructor: Michael Ezban

07.03 Student: Sophia Chang Enclosure System Diagrams Unique Name: xiaofan Complex / 1/4” = 1’ Original Date: 3/28/2009 Date Revised: 4/08/2009 LAB Instructor: Michael Ezban

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