U-Builder Assumptions

All Solarmount Rail Based Systems

Allowable spans and resulting point loads are subject to the following conditions:

1. IBC 2006/ASCE 7-05 design loads unless otherwise specified.
2. Importance Factor = 1
3. Building Height ≤ 30 ft unless otherwise specified.
4. Roof Slope ≥ 1.2°
5. Maximum rail cantilever ≤ 1/3 of selected span.
6. Topographic Factor (Kzt) = 1
7. Occupancy/Risk Category = II unless otherwise specified.
8. ASCE 7-05: Basic Wind Speed: 85-150 mph (IBC 2006/ASCE 7-05). Wind Exposure: B or C.
9. ASCE 7-10: Basic Wind Speed: 110-180 mph (IBC 2012/ASCE 7-10). Wind Exposure: B or C.
10. Ground Snow Load: 0-60 psf. (Reduction can be input if this is acceptable with your local building authority). Results are based on uniform snow loading and do not consider unbalanced, drifting, and sliding conditions.
11. Dead Load ≤ 5 psf (includes PV Modules and Racking).
12. Maximum PV Module Length: 85 in.
13. Module Gaps (E/W and N/S): 1 in. (except 0.25 in. for SolarMount bottom clips). 1.5 in. is added to each rail end except when 0.25 in. is used for SolarMount bottom clips.
14. Roof Zones 2 and 3: Allowable spans are reduced in Roof Zones 2 and 3. This tool compares allowable spans to the selected span. In regions where the selected span exceeds the allowable span, the number of attachments is doubled. This assumes that rafter spacing limits the available attachment points to the roof. One extra attachment is always provided for modules in Roof Zone 3. It is recommended that a local professional engineer review loads for installations in Roof Zone 3.
15. Seismic: Installations must be in seismic site class A, B, C, or D as defined in IBC 2006/ASCE 7-05. Spectral response acceleration (Ss) ≤ 1.25 unless otherwise noted.
16. Intermediary Span Distances: Roof attachment point loads may be reduced linearly if the installed distance between the attachments is less than the selected span. For example, if the spacing is half the amount shown in the results, then the point loads may also be reduced by half.
17. Spans greater than 96 in.: This tool limits available spans to 96 in. or less. While our products are valid for greater spans in many instances, we do not recommend this mounting configuration. Typical residential roofs are not designed for the larger point loads that might result from such excessive spans and we recommend final design by a licensed professional engineer of responsible charge.

Pitched Roof Solutions (Flush Mounted Solutions):

• Modules are parallel to the roof surface and within 10 in. of it.
• Allowable roof pitch: 1.2°-45°.
• Building has a monoslope roof with a slope ≤ 3°, a gable roof ≤ 45°, or a hip roof ≤ 27°.

Flat Roof Solutions (SolarMount Tilt and SOLARMOUNT-E Tilt):

• Module Tilt: 0-40 degrees (relative to horizontal)
• South facing modules on North facing roofs (“Reverse Tilt”) should not be designed with this tool.

U-BUILDER PRODUCT ASSUMPTIONS

RM5 – Ballasted Flat Roof Systems

Limitations of Responsibility: It is the user’s responsibility to ensure that inputs are correct for your specific project.  Unirac is not the solar, electrical, or building engineer of record and is not responsible for the solar, electrical, or  building design for this project.

1. Building and System Risk Category II
2. Building Height ≤ 60 ft.
3. Roof Slope ≥ 2.4° (1/2:12) and < 5.6° (1-3/16:12)
4. Friction Tested Roofing Types: EDPM, PVC, TPO, and Mineral Cap
5. Required Setback from Module Edge to Building Edge for Wind Tunnel: 3 ft (See Item 14)
6. Surrounding Building Grade: Level
7. Wind Design: Basic Wind Speed Range is 110-170 mph (ASCE 7-10). Wind Exposure: B or C (ASCE 7-10). Occupancy/Risk Category II buildings and systems with a 25 year design life. Insertion of the project at-grade elevation can result in a reduction of wind pressure. If your project is in a special case study region or in an area where wind studies have been performed, please verify with your jurisdiction to ensure that elevation effects have not already been factored into the wind speed. If elevation effects have been included in your wind speed, please select 0 ft.
8. Ground Snow Load (ASCE 7-10): 0-60 psf. Results are based on uniform snow loading and do not consider unbalanced, drifting, and sliding conditions. Roof snow load reduction calculated per Section 7.3 of ASCE 7 with the following assumptions: Exposure factor = 0.9, Thermal factor = 1.2.
9. RM5 Bay Weight: ~7.2 lbs
10. Module Gaps (E/W) = 0.25 in
11. Seismic: Installations must be in seismic site class A, B, C, or D as defined in ASCE 7-10.
12. Ballast Calculations are based on ASCE 7-10 load combinations and product specific wind tunnel testing.
13. Ballast Blocks: The installer is responsible for procuring the ballast blocks (Concrete Masonry Units – CMU) and verifying the required minimum weight needed for this design. CMU to comply with ASTM standard specification for concrete roof pavers designation C1491 or C90 with an integral water repellant suitable for the climate it is placed. It is recommended that the blocks are inspected periodically for any signs of degradation. If degradation of the block is observed, the block should immediately be replaced. The CMU ballast block should have nominal dimensions of 4”x8”x16”. The actual block dimensions are 3/8” less than nominal dimensions. Ballast blocks should have weight as specified for the project in the “Inspection” section of this report.
14. Wind deflectors on the east and west edges of the array should overhang the east and west modules by six inches for Type I modules on the north rows only. Wind deflectors on the east and west edges of the array should overhang the east and west modules by six inches for Type II modules on the north row and east and west edge columns.
15. Limitations of Responsibility: It is the user’s responsibility to ensure that inputs are correct for your specific project. Unirac is not the solar, electrical, or building engineer of record and is not responsible for the solar, electrical, or building design for this project.
16. The system is certified to UL2703 when properly installed. See the installation guide for more detail.

The installer is  responsible  for procuring  the ballast blocks  (Concrete Masonry Units – CMU) and verifying  the  required  minimum  weight  needed  for  this  design.  CMU  should  comply  with  ASM  standard  specification  for  concrete  roof  pavers  designation  (C1491  or  C90 with an  integral water  repellant  suitable  for  the  climate  it  is  placed. It is recommended that the blocks are inspected periodically for any signs of degradation. If degradation  of the block is observed, the block should immediately be replaced. The CMU ballast block should have nominal  dimensions of 4”x8”x16”. The actual block dimensions are 3/8” less than the nominal dimensions. Ballast blocks  should have a weight as specified for the project in the “Inspection” section of this report.

1. Importance Factor: Array (Ip) = 1.0, Building (Ie) = 1.0
2. Site Class = D
3. S = design seismic displacement of the array relative to the roof
4. Minimum Separation: Array to Array = 0.5*S, Array to Roof Edge or Obstruction with Qualified Parapet = 1.0*S, Array to Roof Edge with Unqualified Parapet = 1.5*S
5. S_S = mapped MCE_R, 5 percent damped, spectral response acceleration parameter at short periods per ASCE 7-10
6. S_DS = design, 5 percent damped spectral acceleration parameter at short periods per ASCE 7-10
7. Coefficient of friction used for calculations per Unirac, Inc. Roof Mount Ballast Support Coefficient of Friction Testing report dated 7/13/2016.

1. Bay Weight: ~7.2 lbs
2. Wind Deflector Weight: ~6.4 lbs
3. Module Gaps (E/W) = 0.25 in
4. Wind Deflectors: Wind deflectors on the east and west edges of the array should overhang the east and west  modules by six inches for Type 1 modules on the north rows only. Wind deflectors on the east and west edges  of the array should overhang the east and west modules by six inches for Type II modules.
5. Bays: North row bays overhang the module by ~6.5 inches and south row bays overhang the module by ~12.25 inches.

1. Coefficient of Friction
2. Wind Tunnel
3. UL 2703
4. Component Testing (Bay and Clamp)

For the wind tunnel recommendations in U-Builder to apply, the following setbacks should be observed/followed  for U-Builder wind design:

1. Modules should be placed a minimum of 3 feet from the edge of the building in any direction.
2. If the array is located near an obstruction that is 3.5 feet wide and 3.5 feet high or larger, the nearest module of the array must be located a distance from the obstruction that is greater than or equal to  the height of the obstruction.
3. Installations within the setbacks listed above require site specific engineering.2
4. The setbacks above are  for wind. High seismic areas,  fire access isles, mechanical equipment, etc.,  may require larger setbacks than listed above for wind.

Conditions listed below are beyond the current capabilities of U-Builder. Site specific engineering is required.

1. Wind designs for a project design life exceeding 25 years1
2. Building assumptions and design parameters outside of U-Builder assumptions
3. Attachments
4. Risk Category III or IV projects (U-Builder can be adjusted for the correct wind, but not the seismic or  snow design)
5. Wind tunnel testing reduction factors are not permitted by the Authority Having Jurisdiction (AHJ)3
6. Seismic designs that fall outside SEAOC PV1-2012 recommendations (>3% roof slope, or AHJ’s that  require shake table testing or non-linear site-specific response history analysis)
7. Signed and sealed site-specific calculations, layouts, and drawings
Notes:
1. Please contact info@unirac.com.
2. Please contact EngineeringServices@unirac.com for more information.
3. Please contact Theresa Allen with PZSE Structural Engineers at theresa@pzse.com. These items will require direct coordination with PZSE to complete the requested services.

RM10 U-BUILDER PRODUCT ASSUMPTIONS

RM10 – Ballasted Flat Roof Systems

1. Building and System Occupancy/Risk Category II
2. Building Height ≤ 60 ft.
3. Roof Slope ≥ 2.4° (1/2:12) and < 5.6° (1-3/16:12)
4. Friction Tested Roofing Types: EDPM, PVC, TPO, and Mineral Cap
5. Required Setback from Module Edge to Building Edge for Wind Tunnel: 3 ft
6. Surrounding Building Grade: Level
7. Wind Design: Basic Wind Speed Range is 85-150 mph (ASCE 7-05) and 110-170 mph (ASCE 7-10). Wind Exposure: B or C (ASCE 7-05/ASCE 7-10). Occupancy/Risk Category II buildings and systems with a 25 year design life. Insertion of the project at-grade elevation can result in a reduction of wind pressure. If your project is in a special case study region or in an area where wind studies have been performed, please verify with your jurisdiction to ensure that elevation effects have not already been factored into the wind speed. If elevation effects have been included in your wind speed, please select 0 ft.
8. Ground Snow Load (ASCE 7-05/ASCE 7-10): 0-60 psf. Results are based on uniform snow loading and do not consider unbalanced, drifting, and sliding conditions. Roof snow load reduction calculated per Section 7.3 of ASCE 7 with the following assumptions: Exposure factor = 0.9, Thermal factor = 1.2.
9. RM10 Ballast Bay Weight: ~3.5 lbs
10. Module Gaps (E/W) = 0.25 in
11. Seismic: Installations must be in seismic site class A, B, C, or D as defined in ASCE 7-05/ASCE 7-10
12. Ballast calculations are based on ASCE 7-05/ASCE 7-10 load combinations and product specific wind tunnel testing.
13. Ballast Blocks: The installer is responsible for procuring the ballast blocks (Concrete Masonry Units – CMU) and verifying the required minimum weight needed for this design. CMU to comply with ASTM standard specification for concrete roof pavers designation C1491 or C90 with an integral water repellant suitable for the climate it is placed. It is recommended that the blocks are inspected periodically for any signs of degradation. If degradation of the block is observed, the block should immediately be replaced. The CMU ballast block should have nominal dimensions of 4”x8”x16”. The actual block dimensions are 3/8” less than nominal dimensions. Ballast blocks should have weight as specified for the project in the “Inspection” section of this report.
14. Limitations of Responsibility: It is the user’s responsibility to ensure that inputs are correct for your specific project. Unirac is not the solar, electrical, or building engineer of record and is not responsible for the solar, electrical, or building design for this project.
15. The system is certified to UL2703 when properly installed. See the installation guide for more detail.

SEAOC PV1-2012: Structural Seismic Requirements and Commentary for Rooftop Soar Photovoltaic Arrays

Assumptions for unattached photovoltaic arrays:

1. Importance Factor: Array (Ip) = 1.0, Building (Ie) = 1.0
2. Site Class = D
3. S = design seismic displacement of the array relative to the roof
4. Minimum Separation: Array to Array = 0.5*S, Array to Roof Edge or Obstruction with Qualified Parapet = 1.0*S, Array to Roof Edge with Unqualified Parapet = 1.5*S
5. S_S = mapped MCE_R, 5 percent damped, spectral response acceleration parameter at short periods per ASCE 7-05/ASCE 7-10
6. S_DS = design, 5 percent damped spectral acceleration parameter at short periods per ASCE 7-05/ASCE 7-10
7. A minimum module return flange of 0.9in (when using 1-3/4 in. clip bolts) is required for all RM10 installations
8. A minimum module return flange of 0.65in (when using 2 in. clip bolts) is required for all RM10 installations
9. Coefficient of friction used for calculations per Unirac, Inc. Roof Mount Ballast Support Coefficient of Friction Testing report dated October 4, 2013. Roof pads are required for PVC, TPO, and EDPM roofs to attain a minimum coefficient of friction of 0.4. Mineral cap roofs do not require roof pads to attain a coefficient of 0.4.

RMDT U-BUILDER PRODUCT ASSUMPTIONS

RMDT – Ballasted Flat Roof Systems

1. Building and System Risk Category II
2. Building Height ≤ 60 ft.
3. Roof Slope ≥ 2.4° (1/2:12) and ≤ 7° (1:8)
4. Friction Tested Roofing Types: EDPM, PVC, TPO, and Mineral Cap
5. Required Setback from Module Edge to Building Edge for Wind Tunnel: 3 ft
6. Surrounding Building Grade: Level
7. Wind Design: Basic Wind Speed Range is 110-170 mph (ASCE 7-10). Wind Exposure: B or C (ASCE 7-10). Occupancy/Risk Category II buildings and systems with a 25 year design life. Insertion of the project at-grade elevation can result in a reduction of wind pressure. If your project is in a special case study region or in an area where wind studies have been performed, please verify with your jurisdiction to ensure that elevation effects have not already been factored into the wind speed. If elevation effects have been included in your wind speed, please select 0 ft.
8. Ground Snow Load (ASCE 7-10): 0-60 psf. Results are based on uniform snow loading and do not consider unbalanced, drifting, and sliding conditions. Roof snow load reduction calculated per Section 7.3 of ASCE 7 with the following assumptions: Exposure factor = 0.9, Thermal factor = 1.2.
9. RMDT Ridge Bay Weight: ~7.7 lbs, RMDT Valley Bay Weight: ~5.6 lbs
10. Module Gaps (N/S) = 0.25 in
11. Seismic: Installations must be in seismic site class A, B, C, or D as defined in ASCE 7-10.
12. Ballast Calculations are based on ASCE 7-10 load combinations and product specific wind tunnel testing.
13. Ballast Blocks: The installer is responsible for procuring the ballast blocks (Concrete Masonry Units – CMU) and verifying the required minimum weight needed for this design. CMU to comply with ASTM standard specification for concrete roof pavers designation C1491 or C90 with an integral water repellant suitable for the climate it is placed. It is recommended that the blocks are inspected periodically for any signs of degradation. If degradation of the block is observed, the block should immediately be replaced. The CMU ballast block should have nominal dimensions of 4”x8”x16”. The actual block dimensions are 3/8” less than nominal dimensions. Ballast blocks should have weight as specified for the project in the “Inspection” section of this report.
14. Limitations of Responsibility: It is the user’s responsibility to ensure that inputs are correct for your specific project. Unirac is not the solar, electrical, or building engineer of record and is not responsible for the solar, electrical, or building design for this project.
15. The system is certified to UL2703 when properly installed. See the installation guide for more detail.

SEAOC PV1-2012: Structural Seismic Requirements and Commentary for Rooftop Soar Photovoltaic Arrays

Assumptions for unattached photovoltaic arrays:

1. Importance Factor: Array (Ip) = 1.0, Building (Ie) = 1.0
2. Site Class = D
3. S = design seismic displacement of the array relative to the roof
4. Minimum Separation: Array to Array = 0.5*S, Array to Roof Edge or Obstruction with Qualified Parapet = 1.0*S, Array to Roof Edge with Unqualified Parapet = 1.5*S
5. S_S = mapped MCE_R, 5 percent damped, spectral response acceleration parameter at short periods per ASCE 7-10
6. S_DS = design, 5 percent damped spectral acceleration parameter at short periods per ASCE 7-10
7. Coefficient of friction used for calculations per Unirac, Inc. Roof Mount Ballast Support Coefficient of Friction Testing report dated 7/13/2016.

It is the responsibility of the user of this software to verify that all inputs are applicable to the installation site and in accordance with local building authority requirements. The installer must confirm that the method of roof attachment (components and hardware) and structure can handle the given point loads. Applications that fall outside of the conditions listed above should undergo final design by a licensed professional engineer of responsible charge.

Terms and Conditions of Use

1. Terms and Conditions

1.1 Definitions
1.1.1 All references to “Unirac” shall mean and include its authorized representative(s).
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1.1.3 All references to “you” or “your” shall mean the user(s) of the Unirac application.
1.1.4 All references to the “Unirac application” shall mean the software and/or service provided to the user(s) by Unirac.

1.2 General Conditions
By using the Unirac application, you agree to be bound by these Terms and Conditions of Use and any laws and regulations applicable to the Unirac application. You agree that you are responsible for conforming to all local laws. If you do not agree to any of these Terms and Conditions of Use, you are not permitted to use the Unirac application. The information held in the Unirac application is protected by all pertinent copyright and trade mark law. Unirac reserves the right to revise the Terms and Conditions of Use at any time of our choosing. Any changes will be effective as soon as they are posted on the Unirac application or website. The Terms and Conditions of Use remain effective until altered by Unirac and/or your use of the application is concluded, whether via your action or by action taken by Unirac. You can conclude your use of the application at any time by removing the Unirac application from your mobile or tablet device and deleting your account. Unirac may terminate your use of the Unirac application if, in our opinion, you have breached these Terms and Conditions of Use, you have breached any other Unirac policy and/or if continuing to provide the Unirac application is no longer commercially viable.

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