Project Layout - Rev A Project Title:

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Renusol America, Inc. 201 17th St NW Atlanta, GA 30363 +1-877-847-8919 info@renusolamerica.com Project Title: 09202012a - GP LLC - Demonstration Building Setback Obstructions Shadowing Renusol CS60 Project Address:

4535 Statz Street, North Las Vegas, 89081

Module Manufacturer: Sharp Number of Modules: Model Number: NU-U240F2

120

Date: 9/25/2012 Drawn By: Kyle Hord Row Spacing: Drawing Key:

Project Layout - Rev A

N

All dimensions and obstruction locations must be verified with installer

prior to product installation

51" 45.0" ヱヰ_ェ 458'-6" 274'-6" 8 5 '-6 " 36'-8" 109' 128'-11" 5 ' 4 2 ' 1 0 4 '-2 "

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Project Details

Calculation Date: 9/25/2012

09202012a - GP LLC - Demonstration

Distributor Name GP LLC

1. General Project Information

Customer Name Demonstration

Installation Address 4535 Statz Street, North Las Vegas, 89081

Site Coordinates 36°13′43″N 115°8′48″W

The following specifications have been provided by the customer via the Renusol Project Input Form. Any information not found on that

Project Site

2. Building & Site Specifications

The following specifications have been provided by the customer via the Renusol Project Input Form. Any information not found on that form is an assumption made by Renusol. All assumptions must be verified by customer before installation.

Project Site

Exposure Category C

Building Occupancy Category II

Ground Snow Load (P_g) _{0 psf} Roof Snow Load (P_f) _{0 psf}

Place Site

f

Building Height 24 ft

Building Width E/W 459 ft

Building Length N/S 104 ft

Place Site

Image Here

Building Length N/S 104 ft Parapet Height 5.0 ft Roof Angle 5.0 ˚ Building Azimuth 180 ˚ Roof Construction PVC

Basic Wind Speed (V) 115 mph

Exposure Coefficient (K ) _0.93

3. Site Coefficients

Exposure Coefficient (K_Z) _0.93 Topographical Factor (K_ZT) _1.00 Wind Directionality Factor (K ) _0.85 Wind Directionality Factor (K_d) _0.85 Velocity Pressure at Height (q_h) _26.82 Importance Factor (I) N/A

Importance Factor (I) N/A

Coefficient of Friction (µ) 0.40

4. ASCE Standards

Wind Loads are based on ASCE 7-10 Method 3 - Wind Tunnel Procedure.

Model Sharp, NU-U240F2

5. Module Specifications

Model Sharp, NU-U240F2

Wattage 240

Length 1640 mm

Width 994 mm

Weight 41.9 lbs

Module Area, A_ref _{17.55 ft²}

Product Description CS60 - 10° Tilt (Opt. 1)

6. Renusol CS60 Product Details

Product Description CS60 - 10° Tilt (Opt. 1)

Product N-S Footprint 45.00 in.

Product E-W Footprint 67.95 in.

Maximum Tray Capacity 280 lbs

Renusol CS60 Base Weight 19 lbs

Ballast Weight 33 lbs (average)

Total weight per Renusol CS60 94 lbs (average)

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Project Details (Cont.)

09202012a - GP LLC - Demonstration

6. Project Summary

a. Areas & Spacing

Product Footprint Area 21.23 ft²

Total Array Area 2,731 ft²

Row Spacing 51.00 in

East West Spacing 65.25 in

b. Pressures (dead loads)

Product Footprint Pressure 4.4 psf (average)

Total Array Pressure 4.3 psf (average)

c. Weights (dead loads) c. Weights (dead loads)

Total Array Ballast Weight 3,932 lbs

Total Array Weight 11,635 lbs

d. Array Information

Total Number of Units in Array 120

Project Wattage DC @ STC 28,800 watts

48" Sacrificial Layer Length 653 ft (Only if required by roofing manufacturer)

e. Seismic forces and Anchors e. Seismic forces and Anchors

Quantity of Anchors 0

Shear Strength of Anchor 500 lbf

Total Array Weight (dead load) 11,635 lbs

Seismic Design Force (F_a) _{N/A lbs}

Site Class N/A

Spectral Accelerations (S_s) _N/A Site Coefficient (F_a_a) _N/A Seismic Importance Factor (I_p) _N/A

f. General Notes f. General Notes

* Renusol CS60 is made of electrically non-conductive HMWPE. * Assumptions should be confirmed by customer.

* Assumptions should be confirmed by customer.

* Any changes will effect other calculations on this print.

* No shadowing from 9:00am to 3:00pm on Winter Solstice.

* EPDM slip sheets may be required to achieve friction coefficient (Must be approved by roofing contractor). * EPDM slip sheets may be required to achieve friction coefficient (Must be approved by roofing contractor). * Strut, ballast,and anchors must be purchased by the customer separately from a local supplier.

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Project Details (Cont.)

09202012a - GP LLC - Demonstration

7. Strut Details

a. Strut Summary

linear ft increment (ft)

Count

Splices

7 runs of 17ft-0in 119 10 14 7

3 runs of 25ft-6in 77 10 9 6

Strut is not supplied by Renusol America

b. Estimated Strut BOM

Qty.

Unit

Unistrut Part # Description

1-5/8" x 1-5/8", 12 Gage; Slotted x 10ft 23 ea P1000T Hot-Dip Galv.

3/8-16 Channel Nut 52 ea P3008 Electro-Galv.

U-Shape Fitting, 1-5/8" 13 ea P1377 Hot-Dip Galv.

3/8-16 x 1.0" Hex Head Bolt 52 ea HHCS037100 Electro-Galv.

3/8" Flat Washer 52 ea HFLW037 Electro-Galv.

a. Ballast Summary

Qty.

Weight (lb) Total Weight (lb)

8. Ballast Details

a. Ballast Summary

Qty.

Weight (lb) Total Weight (lb)

2x3x7 Solid Concrete Block 164 4 656

4x8x16 Solid Concrete Block 117 28 3276

Ballast is not supplied by Renusol America

b. Estimated Strut BOM

Qty.

Unit

Weight (lb)

Market Price

Est. Cost

2x3x7 Solid Concrete Block 164 ea 4 $0.25 $41.00

4x8x16 Solid Concrete Block 117 ea 28 $1.00 $117.00

Total Estimate Cost** $158.00

**The values listed above are at market cost. If you for some reason cannot find the materials for a similar cost, please let us know. We will assist you by any means necessary to get a fair price for the required materials.

We will assist you by any means necessary to get a fair price for the required materials.

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09202012a - GP LLC - Demonstration

Ballast Detail Layout

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Weight

Ballast Detail Layout

Total Count Ballast Module CS60

N

Total Count Ballast Module CS60 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

2,018 20 800 838 380 1 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 1,658 1,658 20 440 838 380 2 0 0 0 40 40 40 40 40 0 0 0 0 40 40 40 40 40 0 0 40 20 440 838 380 2 0 0 0 40 40 40 40 40 0 0 0 0 40 40 40 40 40 0 0 40 1,097 1,097 10 488 419 190 3 32 32 96 28 28 28 84 32 32 96 10 488 419 190 3 32 32 96 28 28 28 84 32 32 96 1,097 10 488 419 190 4 32 32 96 28 28 28 84 32 32 96 829 10 220 419 190 5 32 32 4 28 28 28 0 32 32 4 829 10 220 419 190 6 32 32 4 28 28 28 0 32 32 4 617 617 10 8 419 190 7 0 0 4 0 0 0 0 0 0 4 10 8 419 190 7 0 0 4 0 0 0 0 0 0 4 617 617 10 8 419 190 8 0 0 4 0 0 0 0 0 0 4 10 8 419 190 8 0 0 4 0 0 0 0 0 0 4 1,229 10 620 419 190 9 64 64 68 56 56 56 60 64 64 68 1,249 10 640 419 190 10 64 64 76 56 56 56 64 64 64 76

Denote Strut north-south connections

XX Denote required ballast weight

Denote roof anchor

Strut, anchors, and ballast blocks must be purchased by the

customer separately from a local supplier (only when required).

Strut, anchors, and ballast blocks must be purchased by the

customer separately from a local supplier (only when required).

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09202012a - GP LLC - Demonstration

Ballast Block Count per Unit

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 1 / 3 1 / 3 1 / 3 1 / 3 1 / 3 1 / 3 1 / 3 1 / 3 1 / 3 1 / 3 1 / 3 1 / 3 1 / 3 1 / 3 1 / 3 1 / 3 1 / 3 1 / 3 1 / 3 1 / 3 2 0 / 0 0 / 0 0 / 0 1 / 3 1 / 3 1 / 3 1 / 3 1 / 3 0 / 0 0 / 0 0 / 0 0 / 0 1 / 3 1 / 3 1 / 3 1 / 3 1 / 3 0 / 0 0 / 0 1 / 3 2 0 / 0 0 / 0 0 / 0 1 / 3 1 / 3 1 / 3 1 / 3 1 / 3 0 / 0 0 / 0 0 / 0 0 / 0 1 / 3 1 / 3 1 / 3 1 / 3 1 / 3 0 / 0 0 / 0 1 / 3 3 1 / 1 1 / 1 3 / 3 1 / 0 1 / 0 1 / 0 3 / 0 1 / 1 1 / 1 3 / 3 3 1 / 1 1 / 1 3 / 3 1 / 0 1 / 0 1 / 0 3 / 0 1 / 1 1 / 1 3 / 3 4 1 / 1 1 / 1 3 / 3 1 / 0 1 / 0 1 / 0 3 / 0 1 / 1 1 / 1 3 / 3 5 1 / 1 1 / 1 0 / 1 1 / 0 1 / 0 1 / 0 0 / 0 1 / 1 1 / 1 0 / 1 6 1 / 1 1 / 1 0 / 1 1 / 0 1 / 0 1 / 0 0 / 0 1 / 1 1 / 1 0 / 1 7 0 / 0 0 / 0 0 / 1 0 / 0 0 / 0 0 / 0 0 / 0 0 / 0 0 / 0 0 / 1 7 0 / 0 0 / 0 0 / 1 0 / 0 0 / 0 0 / 0 0 / 0 0 / 0 0 / 0 0 / 1 8 0 / 0 0 / 0 0 / 1 0 / 0 0 / 0 0 / 0 0 / 0 0 / 0 0 / 0 0 / 1 8 0 / 0 0 / 0 0 / 1 0 / 0 0 / 0 0 / 0 0 / 0 0 / 0 0 / 0 0 / 1 9 2 / 2 2 / 2 2 / 3 2 / 0 2 / 0 2 / 0 2 / 1 2 / 2 2 / 2 2 / 3 10 2 / 2 2 / 2 2 / 5 2 / 0 2 / 0 2 / 0 2 / 2 2 / 2 2 / 2 2 / 5

Project Layout - Rev A Project Title:

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Project Layout - Rev A

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Project Details

09202012a - GP LLC - Demonstration

1. General Project Information

2. Building & Site Specifications

Place Site

Place Site

Image Here

3. Site Coefficients

4. ASCE Standards

4. ASCE Standards

Wind Loads are based on ASCE 7-10 Method 3 - Wind Tunnel Procedure.

5. Module Specifications

6. Renusol CS60 Product Details

Project Details (Cont.)

09202012a - GP LLC - Demonstration

6. Project Summary

Project Details (Cont.)

09202012a - GP LLC - Demonstration

7. Strut Details

linear ft increment (ft)

Count

Splices

Strut is not supplied by Renusol America

Strut is not supplied by Renusol America

Qty.

Unit

Unistrut Part # Description

Qty.

Weight (lb) Total Weight (lb)

8. Ballast Details

Qty.

Weight (lb) Total Weight (lb)

Ballast is not supplied by Renusol America

Ballast is not supplied by Renusol America

Qty.

Unit

Weight (lb)

Market Price

Est. Cost

09202012a - GP LLC - Demonstration

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09202012a - GP LLC - Demonstration

Ballast Detail Layout

N

Ballast Detail Layout

N

Strut, anchors, and ballast blocks must be purchased by the

customer separately from a local supplier (only when required).

Strut, anchors, and ballast blocks must be purchased by the

customer separately from a local supplier (only when required).

customer separately from a local supplier (only when required).

09202012a - GP LLC - Demonstration

09202012a - GP LLC - Demonstration

Ballast Block Count per Unit

Ballast Block Count per Unit

Key

Key

4

lb.

28

lb.

4

lb.

Block

Count

28

lb.

Block

Count

Count

Count