# Building 765, New Workshop and Storage Addition **Estimated Cost Description**  **Unit Quantity** **Unit Cost Total Cost**  Excavate an area for the new building pad and footings. Assume a 3-foot depth beneath the building area. Building is 8' wide x 14' long and 16 feet high Cubic yard 4.1 $25.00 $104 Construct concrete pad and footings for new building. Lump sum 1 $1,125 $1,125 Construct a wood-frame building. Building is 8' wide x 14' long and 16 feet high Lump sum 1 $7,780 $7,780 **Subtotal Direct Cost: $9,008**  Plumbing (potable water piping, drains, valves, etc.) 13.3 $1,198 Mechanical systems (HVAC, supports, etc) 17.5 $1,576 Electrical systems (wiring, lighting, outlets, switches, etc.) 15.8 $1,423 Instrumentation (PLCs, sensors, hardware, software, etc.) NA $0 Sitework (clearing, grading, surveying) 0.0 $0 **Total Direct Cost: $13,206**  Engineering 8.0 $1,056 Permits 2.0 $264 Scheduling 0.8 $106 Performance bonds 2.5 $330 Insurance (risk, equipment floater, public liability) 2.3 $304 Contractor markup (handling, procuring, subcontracting, change orders, etc.) 10.0 $1,321 Overhead and profit 10.0 $1,321 **Total Indirect Cost: $4,701**  **Total Base Cost: $18,000**  % of total direct cost % of total direct cost % of total direct cost % of total direct cost % of total direct cost % of total direct cost % of total direct cost % of subtotal direct cost % of subtotal direct cost % of subtotal direct cost % of subtotal direct cost % of subtotal direct cost

Page 1 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Estimated Cost Notes:**  1. Costs and cost factors obtained fromRSMeans Building Construction Cost Data, 59th Edition, 2001. 2. See Construction Cost Detail Sheet. 3. Assume the building is 8 feet by 14 feet with a concrete pad

Page 2 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Estimated Cost**

**Notes** 1,3
2 2

1 1 1 1 1

1 1 1 1 1 1

Page 3 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Estimated Cost**

Page 4 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Construction Cost Detail Sheet Concrete Pad and Footings**  **Description Unit**  **Quantity Unit Cost**  **Total Cost** Construct forms for the concrete footings. Assume the footing forms include dowel supports that are constructed with 2-inch x 6-inch wood for multiple uses. Assume the footings are 12 inches thick. Linear foot 44 $4.51 $198 Construct forms for the concrete pad. Assume the forms are bulkhead with keyway, wood, single use.Linear foot 44 $4.53 $199 Install ready-mix concrete footings and pad. Assume the concrete pad is 6 inches thick. Concrete is 2000 psi Ready Mix - Delivered Direct Chute Cubic yard 3.7 $124.50 $461 Concrete finish. Bull float, manual float, and broom finish with edging and joints Square foot 112.0 $0.72 $81 Steel reinforcement in concrete. Ton 0.14 $1,350 $185 **Subtotal Direct Cost: $1,125**  **Building Construction Description**  **Unit Quantity** **Unit Cost Total Cost**  Wall framing. Assume 2-inch by 4-inch wood studs with single bottom plate and double top plate, studs at 16 inches OC. Building is 8' wide x 14' long and 16' high. Thousand Board Feet 0.6 $1,350.00 $810 Floor joist framing for 2nd floor. Assume joists span is 8' and building length is 14 feet. Joists are 2x10s and nailed. Joists on 16" centers. Thousand Board Feet 0.05 $1,175.00 $56 Flooring on 2nd floor. Assume 3/4" thick plywood subflooring Square foot 112.00 $1.46 $164 Wall and ceiling insulation. Fiberglass, kraft faced, batts, or blankets, R11, 15 inches wide on walls and 23 inches wide on ceilings. Square foot 816 $0.88 $718 Plywood siding on exterior walls. Siding is 1/2" thick medium density. panels, plain. Square foot 704 $2.80 $1,971 Wood trusses, 8-foot span, metal plate connected, 4 in 12 slope. Square foot 112 $3.41 $382 Page 1 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Construction Cost Detail Sheet Description**  **Unit Quantity** **Unit Cost Total Cost**  Plywood sheathing on roof, 1/2-inch thick. Square foot 112 $1.19 $133 Asphalt felt, #15, no mopping. Square 1 $14.55 $16 Asphalt shingles. Assume shingles are inorganic class A, 210-235 lb/sq. Square 1 $279 $312 Commercial steel entrance door, 18-gauge steel, 3 feet wide x 7 feet high. Each 1 $435 $435 Swing-up garage door, including hardware, fiberglass, 6 feet wide x 7 feet high. Each 1 $735 $735 Interior walls. Include high abuse gypsum board, fiber reinforced, nailed or screwed to studs, 1/2 inch thick, taped and finished. Square foot 704 $1.49 $1,049 Interior ceiling. Include high abuse gypsum board, fiber reinforced, nailed or screwed to studs, 1/2 inch thick, taped and finished. Square foot 112 $1.49 $167 Paint interior walls, 1 coat primer, 1 coat enamel, roller. Square foot 704 $1.18 $831 **Subtotal Direct Cost: $7,780**  **Notes:** 1. Costs obtained fromRSMeans Building Construction Cost Data, 68th Edition, 2010. 2. Assume the building is 8 feet by 14 feet, 16 feet high. 3. Includes cost of concrete plus placing concrete

Page 2 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Construction Cost Detail Sheet**

**Notes** 1,2
1,2 1,2,4 1,2 1,2

**Notes** 1,2 1,2 1,2 1,2 1,2,3 1,2 Page 3 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Construction Cost Detail Sheet**

**Notes** 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2

Page 4 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Estimated Cost Description**  **Unit Quantity** **Unit Cost Total Cost**  Excavate an area for the new building pad and footings. Assume a 3-foot depth beneath the building area. Building is 8' wide x 16' long x 18' high Cubic yard 4.7 $25.00 $119 Construct concrete pad and footings for new building. Lump sum 1 $1,254 $1,254 Construct a wood-frame building. Building is 8' wide x 16' long x 18' high Lump sum 1 $9,117 $9,117 **Subtotal Direct Cost: $10,490**  Plumbing (potable water piping, drains, valves, etc.) 13.3 $1,395 Mechanical systems (HVAC, supports, etc) 17.5 $1,836 Electrical systems (wiring, lighting, outlets, switches, etc.) 15.8 $1,657 Instrumentation (PLCs, sensors, hardware, software, etc.) NA $0 Sitework (clearing, grading, surveying) 0.0 $0 **Total Direct Cost: $15,378**  Engineering 8.0 $1,230 Permits 2.0 $308 Scheduling 0.8 $123 Performance bonds 2.5 $384 Insurance (risk, equipment floater, public liability) 2.3 $354 Contractor markup (handling, procuring, subcontracting, change orders, etc.) 10.0 $1,538 Overhead and profit 10.0 $1,538 **Total Indirect Cost: $5,475**  **Total Base Cost: $21,000**  % of subtotal direct cost % of subtotal direct cost % of subtotal direct cost % of subtotal direct cost % of subtotal direct cost
% of total direct cost % of total direct cost % of total direct cost % of total direct cost % of total direct cost % of total direct cost % of total direct cost

Page 1 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Estimated Cost Notes:**  1. Costs and cost factors obtained fromRSMeans Building Construction Cost Data, 59th Edition, 2001. 2. See Construction Cost Detail Sheet. 3. Assume the building is 8 feet by 14 feet with a concrete pad

Page 2 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Estimated Cost**

**Notes** 1,3
2 2

1 1 1 1 1

1 1 1 1 1 1

Page 3 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Estimated Cost**

Page 4 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Construction Cost Detail Sheet Concrete Pad and Footings**  **Description Unit**  **Quantity Unit Cost**  **Total Cost** Construct forms for the concrete footings. Assume the footing forms include dowel supports that are constructed with 2-inch x 6-inch wood for multiple uses. Assume the footings are 12 inches thick. Building is 8' wide x 16' long x 18' high Linear foot 48 $4.51 $216
Construct forms for the concrete pad. Assume the forms are bulkhead with keyway, wood, single use.Linear foot 48 $4.53 $217 Install ready-mix concrete footings and pad. Assume the concrete pad is 6 inches thick. Concrete is 2000 psi Ready Mix - Delivered Direct Chute Cubic yard 4.1 $124.50 $516 Concrete finish. Bull float, manual float, and broom finish with edging and joints Square foot 128.0 $0.72 $92 Steel reinforcement in concrete. Ton 0.16 $1,350 $212 **Subtotal Direct Cost: $1,254**  **Building Construction Description**  **Unit Quantity** **Unit Cost Total Cost**  Wall framing. Assume 2-inch by 4-inch wood studs with single bottom plate and double top plate, studs at 16 inches OC. Building is 8' wide x 16' long and 18' high. Thousand Board Feet 0.7 $1,350.00 $907 Floor joist framing for 2nd floor. Assume joists span is 8' and building length is 14 feet. Joists are 2x10s and nailed. Joists on 16" centers. Thousand Board Feet 0.08 $1,175.00 $99 Flooring on 2nd floor. Assume 3/4" thick plywood subflooring Square foot 128.00 $1.46 $187 Wall and ceiling insulation. Fiberglass, kraft faced, batts, or blankets, R11, 15 inches wide on walls and 23 inches wide on ceilings. Square foot 992 $0.88 $873 Plywood siding on exterior walls. Siding is 1/2" thick medium density. panels, plain. Square foot 864 $2.80 $2,419 Page 1 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Construction Cost Detail Sheet Description**  **Unit Quantity** **Unit Cost Total Cost**  Wood trusses, 8-foot span, metal plate connected, 4 in 12 slope. Square foot 128 $3.41 $436 Plywood sheathing on roof, 1/2-inch thick. Square foot 128 $1.19 $152 Asphalt felt, #15, no mopping. Square 1 $14.55 $19 Asphalt shingles. Assume shingles are inorganic class A, 210-235 lb/sq. Square 1 $279 $357 Commercial steel entrance door, 18-gauge steel, 3 feet wide x 7 feet high. Each 1 $435 $435 Swing-up garage door, including hardware, fiberglass, 6 feet wide x 7 feet high. Each 1 $735 $735 Interior walls. Include high abuse gypsum board, fiber reinforced, nailed or screwed to studs, 1/2 inch thick, taped and finished. Square foot 864 $1.49 $1,287 Interior ceiling. Include high abuse gypsum board, fiber reinforced, nailed or screwed to studs, 1/2 inch thick, taped and finished. Square foot 128 $1.49 $191 Paint interior walls, 1 coat primer, 1 coat enamel, roller. Square foot 864 $1.18 $1,020 **Subtotal Direct Cost: $9,117**  **Notes:** 1. Costs obtained fromRSMeans Building Construction Cost Data, 68th Edition, 2010. 2. Assume the building is 8 feet by 14 feet, 16 feet high. 3. Includes cost of concrete plus placing concrete

Page 2 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Construction Cost Detail Sheet**

**Notes**
1,2
1,2 1,2,4 1,2 1,2

**Notes** 1,2 1,2 1,2 1,2 1,2,3 Page 3 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Construction Cost Detail Sheet**

**Notes** 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2

Page 4 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Estimated Cost Description**  **Unit Quantity** **Unit Cost Total Cost**  Excavate an area for the new building pad and footings. Assume a 3-foot depth beneath the building area. Building is 12' wide x 28' long x 20' high Cubic yard 12.4 $25.00 $311 Construct concrete pad and footings for new building. Lump sum 1 $2,664 $2,664 Construct a wood-frame building. Building is 12' wide x 28' long x 20' high Lump sum 1 $17,281 $17,281 **Subtotal Direct Cost: $20,256**  Plumbing (potable water piping, drains, valves, etc.) 13.3 $2,694 Mechanical systems (HVAC, supports, etc) 17.5 $3,545 Electrical systems (wiring, lighting, outlets, switches, etc.) 15.8 $3,201 Instrumentation (PLCs, sensors, hardware, software, etc.) NA $0 Sitework (clearing, grading, surveying) 0.0 $0 **Total Direct Cost: $29,696**  Engineering 8.0 $2,376 Permits 2.0 $594 Scheduling 0.8 $238 Performance bonds 2.5 $742 Insurance (risk, equipment floater, public liability) 2.3 $683 Contractor markup (handling, procuring, subcontracting, change orders, etc.) 10.0 $2,970 Overhead and profit 10.0 $2,970 **Total Indirect Cost: $10,572**  **Total Base Cost: $40,000**  % of subtotal direct cost % of subtotal direct cost % of subtotal direct cost % of subtotal direct cost % of subtotal direct cost
% of total direct cost % of total direct cost % of total direct cost % of total direct cost % of total direct cost % of total direct cost % of total direct cost

Page 1 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Estimated Cost Notes:**  1. Costs and cost factors obtained fromRSMeans Building Construction Cost Data, 59th Edition, 2001. 2. See Construction Cost Detail Sheet. 3. Assume the building is 8 feet by 14 feet with a concrete pad

Page 2 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Estimated Cost**

**Notes** 1,3
2 2

1 1 1 1 1

1 1 1 1 1 1

Page 3 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Estimated Cost**

Page 4 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Construction Cost Detail Sheet Concrete Pad and Footings**  **Description Unit**  **Quantity Unit Cost**  **Total Cost** Construct forms for the concrete footings. Assume the footing forms include dowel supports that are constructed with 2-inch x 6-inch wood for multiple uses. Assume the footings are 12 inches thick. Building is 12' wide x 28' long x 20' high Linear foot 80 $4.51 $361
Construct forms for the concrete pad. Assume the forms are bulkhead with keyway, wood, single use.Linear foot 80 $4.53 $362 Install ready-mix concrete footings and pad. Assume the concrete pad is 6 inches thick. Concrete is 2000 psi Ready Mix - Delivered Direct Chute Cubic yard 9.2 $124.50 $1,144 Concrete finish. Bull float, manual float, and broom finish with edging and joints Square foot 336.0 $0.72 $242 Steel reinforcement in concrete. Ton 0.41 $1,350 $556 **Subtotal Direct Cost: $2,664**  **Building Construction Description**  **Unit Quantity** **Unit Cost Total Cost**  Wall framing. Assume 2-inch by 4-inch wood studs with single bottom plate and double top plate, studs at 16 inches OC. Building is 12' wide x 28' long and 20' high. Thousand Board Feet 1.4 $1,350.00 $1,836 Floor joist framing for 2nd floor. Assume joists span is 12' and building length is 28 feet. Joists are 2x10s and nailed. Joists on 16" centers. Thousand Board Feet 0.25 $1,175.00 $296 Flooring on 2nd floor. Assume 3/4" thick plywood subflooring Square foot 336.00 $1.46 $491 Wall and ceiling insulation. Fiberglass, kraft faced, batts, or blankets, R11, 15 inches wide on walls and 23 inches wide on ceilings. Square foot 1,936 $0.88 $1,704 Plywood siding on exterior walls. Siding is 1/2" thick medium density. panels, plain. Square foot 1,600 $2.80 $4,480 Page 1 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Construction Cost Detail Sheet Description**  **Unit Quantity** **Unit Cost Total Cost**  Wood trusses, 8-foot span, metal plate connected, 4 in 12 slope. Square foot 336 $3.41 $1,146 Plywood sheathing on roof, 1/2-inch thick. Square foot 336 $1.19 $400 Asphalt felt, #15, no mopping. Square 3 $14.55 $49 Asphalt shingles. Assume shingles are inorganic class A, 210-235 lb/sq. Square 3 $279 $937 Commercial steel entrance door, 18-gauge steel, 3 feet wide x 7 feet high. Each 1 $435 $435 Swing-up garage door, including hardware, fiberglass, 6 feet wide x 7 feet high. Each 1 $735 $735 Interior walls. Include high abuse gypsum board, fiber reinforced, nailed or screwed to studs, 1/2 inch thick, taped and finished. Square foot 1,600 $1.49 $2,384 Interior ceiling. Include high abuse gypsum board, fiber reinforced, nailed or screwed to studs, 1/2 inch thick, taped and finished. Square foot 336 $1.49 $501 Paint interior walls, 1 coat primer, 1 coat enamel, roller. Square foot 1,600 $1.18 $1,888 **Subtotal Direct Cost: $17,281**  **Notes:** 1. Costs obtained fromRSMeans Building Construction Cost Data, 68th Edition, 2010. 2. Assume the building is 8 feet by 14 feet, 16 feet high. 3. Includes cost of concrete plus placing concrete

Page 2 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Construction Cost Detail Sheet**

**Notes**
1,2

1,2 1,2,4 1,2 1,2

**Notes** 1,2 1,2 1,2 1,2 1,2,3 Page 3 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Construction Cost Detail Sheet**

**Notes** 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2

Page 4 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Estimated Cost Description**  **Unit Quantity** **Unit Cost Total Cost**  Excavate an area for the new building pad and footings. Assume a 3-foot depth beneath the building area. Building is 14' wide x 36' long x 20' high Cubic yard 18.7 $25.00 $467 Construct concrete pad and footings for new building. Lump sum 1 $3,723 $3,723 Construct a wood-frame building. Building is 14' wide x 36' long x 20' high Lump sum 1 $22,436 $22,436 **Subtotal Direct Cost: $26,626**  Plumbing (potable water piping, drains, valves, etc.) 13.3 $3,541 Mechanical systems (HVAC, supports, etc) 17.5 $4,660 Electrical systems (wiring, lighting, outlets, switches, etc.) 15.8 $4,207 Instrumentation (PLCs, sensors, hardware, software, etc.) NA $0 Sitework (clearing, grading, surveying) 0.0 $0 **Total Direct Cost: $39,034**  Engineering 8.0 $3,123 Permits 2.0 $781 Scheduling 0.8 $312 Performance bonds 2.5 $976 Insurance (risk, equipment floater, public liability) 2.3 $898 Contractor markup (handling, procuring, subcontracting, change orders, etc.) 10.0 $3,903 Overhead and profit 10.0 $3,903 **Total Indirect Cost: $13,896**  **Total Base Cost: $53,000**  % of subtotal direct cost % of subtotal direct cost % of subtotal direct cost % of subtotal direct cost % of subtotal direct cost
% of total direct cost % of total direct cost % of total direct cost % of total direct cost % of total direct cost % of total direct cost % of total direct cost

Page 1 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Estimated Cost Notes:**  1. Costs and cost factors obtained fromRSMeans Building Construction Cost Data, 59th Edition, 2001. 2. See Construction Cost Detail Sheet. 3. Assume the building is 8 feet by 14 feet with a concrete pad

Page 2 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Estimated Cost**

**Notes** 1,3
2 2

1 1 1 1 1

1 1 1 1 1 1

Page 3 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Estimated Cost**

Page 4 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Construction Cost Detail Sheet Concrete Pad and Footings**  **Description Unit**  **Quantity Unit Cost**  **Total Cost** Construct forms for the concrete footings. Assume the footing forms include dowel supports that are constructed with 2-inch x 6-inch wood for multiple uses. Assume the footings are 12 inches thick. Building is 14' wide x 36' long x 20' high Linear foot 100 $4.51 $451
Construct forms for the concrete pad. Assume the forms are bulkhead with keyway, wood, single use.Linear foot 100 $4.53 $453 Install ready-mix concrete footings and pad. Assume the concrete pad is 6 inches thick. Concrete is 2000 psi Ready Mix - Delivered Direct Chute Cubic yard 13.0 $124.50 $1,623 Concrete finish. Bull float, manual float, and broom finish with edging and joints Square foot 504.0 $0.72 $363 Steel reinforcement in concrete. Ton 0.62 $1,350 $833 **Subtotal Direct Cost: $3,723**  **Building Construction Description**  **Unit Quantity** **Unit Cost Total Cost**  Wall framing. Assume 2-inch by 4-inch wood studs with single bottom plate and double top plate, studs at 16 inches OC. Building is 14' wide x 36' long and 20' high. Thousand Board Feet 1.8 $1,350.00 $2,457 Floor joist framing for 2nd floor. Assume joists span is 14' and building length is 36 feet. Joists are 2x10s and nailed. Joists on 16" centers. Thousand Board Feet 0.32 $1,175.00 $381 Flooring on 2nd floor. Assume 3/4" thick plywood subflooring Square foot 504.00 $1.46 $736 Wall and ceiling insulation. Fiberglass, kraft faced, batts, or blankets, R11, 15 inches wide on walls and 23 inches wide on ceilings. Square foot 2,504 $0.88 $2,204 Plywood siding on exterior walls. Siding is 1/2" thick medium density. panels, plain. Square foot 2,000 $2.80 $5,600 Page 1 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Construction Cost Detail Sheet Description**  **Unit Quantity** **Unit Cost Total Cost**  Wood trusses, 8-foot span, metal plate connected, 4 in 12 slope. Square foot 504 $3.41 $1,719 Plywood sheathing on roof, 1/2-inch thick. Square foot 504 $1.19 $600 Asphalt felt, #15, no mopping. Square 5 $14.55 $73 Asphalt shingles. Assume shingles are inorganic class A, 210-235 lb/sq. Square 5 $279 $1,406 Commercial steel entrance door, 18-gauge steel, 3 feet wide x 7 feet high. Each 1 $435 $435 Swing-up garage door, including hardware, fiberglass, 6 feet wide x 7 feet high. Each 1 $735 $735 Interior walls. Include high abuse gypsum board, fiber reinforced, nailed or screwed to studs, 1/2 inch thick, taped and finished. Square foot 2,000 $1.49 $2,980 Interior ceiling. Include high abuse gypsum board, fiber reinforced, nailed or screwed to studs, 1/2 inch thick, taped and finished. Square foot 504 $1.49 $751 Paint interior walls, 1 coat primer, 1 coat enamel, roller. Square foot 2,000 $1.18 $2,360 **Subtotal Direct Cost: $22,436**  **Notes:** 1. Costs obtained fromRSMeans Building Construction Cost Data, 68th Edition, 2010. 2. Assume the building is 8 feet by 14 feet, 16 feet high. 3. Includes cost of concrete plus placing concrete

Page 2 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Construction Cost Detail Sheet**

**Notes**
1,2
1,2 1,2,4 1,2 1,2

**Notes** 1,2 1,2 1,2 1,2 1,2,3 Page 3 of 4 December 2002

# Building 765, New Workshop and Storage Addition **Construction Cost Detail Sheet**

**Notes** 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2

Page 4 of 4 December 2002

### Screen Dimensions

Flow : 50gpm/ft Source: Parkson Rotoshere **Length (in) Length (ft)**  **Flow (gpm) Width (in)**  **Width (ft) Footprint (ft2)** 

91.5 7.6 381 51.5 4.3 33 95 7.9 396 58.5 4.9 39 119 9.9 496 58.5 4.9 48 145 12.1 604 82 6.8 83 174 14.5 725 82 6.8 99 194 16.2 808 90 7.5 121 235.75 19.6 982 97 8.1 159 274.5 22.9 1144 107 8.9 204

### L/W Ratio**Height (in) Height (ft)** **Building A rea (ft2)** **Building Width Building Length**  2 41.5 3.5 98 8 14 2 53.5 4.5 116 8 14 2 53.5 4.5 145 8 16 2 61 5.1 248 10 24 2 61 5.1 297 10 24 2 80.5 6.7 364 12 28 2 80.5 6.7 476 12 28 3 100 8.3 612 14 36

### Building Height 16 18 18 18 18 20 20 20

### Summary Cost Curve

**Flow (gpm) Building Cost**  381 $18,000 496 $21,000 808 $40,000 1144 $53,000 381 18000 49621000 80840000 114453000

y = 47.928x-896.95 R2 = 0.9884 0 10000 20000 30000 40000 50000 60000

0 200 400 600 800 1000 1200

### 1200 1400