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HomeMy WebLinkAbout1.0 ApplicationAdministrative Review Land Use Change Permit Application Home Owner: James and Beth Klein Address: 773 County Road 112, Carbondale, CO 81623 Phone: (970) 963-9495 Email: bgeyes44@gmail.com Contractor: Sunsense Solar Address: PO Box 301, Carbondale, CO 81623 Phone: (970) 963-1420 Contact: Christina Karrh / Dirk Summers Email: admin@sunsensesolar.com; d.summers@sunsensesolar.com Description: Installation of a 21.60 kW Ground Mount Solar Array in Garfield County. 1) General Application Materials A) Narrative Description: The nature and scale of the proposed use are installation of a 60 module, 21.6 kW ground- mounted solar PV array in the southwestern portion of the property, approximately 70 ft. south- southeast from the existing facility electric service, where grid interconnection will be achieved. There will be 2 rows, each 15 modules (approximately 51 ft.) wide. The combined footprints of the arrays will be approximately 1,144 sq. ft., or 0.47% of the parcel’s 5.6 acre size. At the proposed tilt angle of 35 degrees, height of the arrays will be 8 ft. 6 in. Proposed equipment includes sixty (60) solar photovoltaic (PV) modules, sixty (60) power optimizers (one per module), two (2) ground mount racking systems aligned in two (2) rows, and necessary associated electrical equipment required for grid interconnection including two (2) inverters, AC combiner panel, solar production meter, and AC disconnect. R111626 239323100280 KLEIN, JAMES C & BETH A 773 COUNTY ROAD 112, CARBONDALE, CO, 81623 773 112 COUNTY RD, CARBONDALE Section: 23 Township: 7 Range: 88 A TR IN SENE CONT. 5.30 AC. AKA LOT 6 MARQUIS/ WALLBANK BDY LINE ADJ PLAT ALSO A 1/3 INT. IN ROW & CUL-DE-SAC AS SHOWN ON REC#383220 5.3 ACRES 011 Account: Parcel: Owner Name: Owner Address: Property Address: Subdivision: Legal: Tax Area: Date Deed Type Doc Number Grantor Grantee Amount 05/01/2017 WD 892077 RANKIN, ROBERT E KLEIN, JAMES C 1,712,500 05/13/2000 WD 564972 MCLENNA, LANE E & KYLE L RANKIN, ROBERT E. & JOYCE...1,525,000 12/30/1999 WD 558474 DALLMAN, JAMES A & JACQUE...MCLENNA, LANE E & KYLE L 1,600,000 10/30/1990 WD 110,000 08/26/1988 WD 58,000 Sales Information Year Land Actual Imp Actual Total Actual Land Assessed Imp Assessed Total Assessed 2018 250,000 1,439,280 1,689,280 18,000 103,630 121,630 2017 250,000 1,635,030 1,885,030 18,000 117,720 135,720 2016 275,000 1,690,540 1,965,540 21,890 134,570 156,460 Taxable Values History Model Attribute Name Attribute Value LAND 0 ABSTRACT_CODE SINGLE FAM.RES.-LAND AREA_ACRES 5.3 AREA_SQFT 0 NEIGHBORHOOD VERY GOOD QUAL. MISSOURI HTS Property Details Account Information Garfield County Assessor Data Site Jim Yellico, 109 8th Street, Suite 207, Glenwood Springs, CO, 81601 (P) 970.945.9134 | (F) 970.945.3953 | (E) jyellico@garfield-county.com Model Attribute Name Attribute Value RESI 0 UNITS 1 BUILDING_TYPE SFR ABSTRACT_CODE SINGLE FAM.RES-IMPROVEMTS ACT_YEAR_BLT 1992 HEATEDAREA 7066.2 BASEMENTAREA 0 FINBSMTAREA 0 ARCH_STYLE 2-STORY BEDROOMS 4 BATHS 5 AREA_UNITS 1 NEIGHBORHOOD VERY GOOD QUAL. MISSOURI HTS ROOMS 12 FRAME WOOD FRAME AIRCOND CENTRAL HEATING_FUEL GAS HEATING_TYPE FORCED AIR ROOF_COVER ARCHITECTURAL SHINGLES ROOF_STRUCTUR GABLE STORIES 1.5 XFOB 0 BUILDING_NO 1 ABSTRACT_CODE SINGLE FAM.RES-IMPROVEMTS ACT_YEAR_BLT 1992 XFOB_CODE FIREPLACE/VERY GOOD NEIGHBORHOOD VERY GOOD QUAL. MISSOURI HTS AREA_UNITS 0 XFOB 1 ABSTRACT_CODE SINGLE FAM.RES-IMPROVEMTS BUILDING_NO 1 ACT_YEAR_BLT 1992 NEIGHBORHOOD VERY GOOD QUAL. MISSOURI HTS XFOB_CODE OPEN PORCH 25-100 SF AREA_UNITS 0 XFOB 2 ABSTRACT_CODE SINGLE FAM.RES-IMPROVEMTS BUILDING_NO 1 ACT_YEAR_BLT 1992 XFOB_CODE PATIO/FLAGSTONE NEIGHBORHOOD VERY GOOD QUAL. MISSOURI HTS AREA_UNITS 0 Garfield County Assessor Data Site Jim Yellico, 109 8th Street, Suite 207, Glenwood Springs, CO, 81601 (P) 970.945.9134 | (F) 970.945.3953 | (E) jyellico@garfield-county.com Model Attribute Name Attribute Value XFOB 3 ABSTRACT_CODE SINGLE FAM.RES-IMPROVEMTS BUILDING_NO 1 ACT_YEAR_BLT 1992 NEIGHBORHOOD VERY GOOD QUAL. MISSOURI HTS XFOB_CODE GARAGE 864-1151 SF AREA_UNITS 0 XFOB 4 ABSTRACT_CODE SINGLE FAM.RES-IMPROVEMTS BUILDING_NO 1 ACT_YEAR_BLT 1996 XFOB_CODE GARAGE 1-399 SF Property Images Garfield County Assessor Data Site Jim Yellico, 109 8th Street, Suite 207, Glenwood Springs, CO, 81601 (P) 970.945.9134 | (F) 970.945.3953 | (E) jyellico@garfield-county.com Parcel Physical Address Owner Account Num Mailing Address 239323100280 773 112 COUNTY RD CARBONDALE KLEIN, JAMES C & BETH A R111626 773 COUNTY ROAD 112 CARBONDALE, CO 81623 239323100281 769 112 COUNTY RD CARBONDALE HOBBS FAMILY TRUST R111627 769 COUNTY ROAD 112 CARBONDALE, CO 81623 239323100283 771 112 COUNTY RD CARBONDALE HOLLOMON, GREGG ALLEN & LINDA RICE R111629 8605 KINGS COURT RAPID CITY, SD 57702 239323100287 481 112 COUNTY RD CARBONDALE DAMERAU, CARL F R111766 2145 LOWER RIVER ROAD SNOWMASS, CO 81654 239323100409 479 112 COUNTY RD CARBONDALE SPENCE, ELEANOR W TRUST R044129 PO BOX 111 CARBONDALE, CO 81623-0111 239323101001 956 112 COUNTY RD CARBONDALE PINYON GULCH LLC R082826 956 COUNTY ROAD 112 CARBONDALE, CO 81623 Klein residence mineral rights search: 7/24/2018 Schedule/account no. R111626 Township 7 South, Range 88 West, Section 23, Lot 6 (Legal description = “Colorado, Sixth Principal Meridian T7S,R88W,sec23”) 1. Spoke with Casey Lawrence, Garfield County GIS Technician & Minerals Clerk • Contact info: o 970.945.9134 o clawrence@garfield-county.com • He did a records search o Nothing in his records (“No active mineral accounts for the area described”) 2. Subsequently went to Garfield County Recorder Beverly Everly • Went (searched warranty deeds) from the present back to patent (Amos Dickson; before became subdivision in 1961) i. couldn’t find anywhere ii. unable to find mineral rights owners iii. No mineral reservations 1 Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com PRE-APPLICATION CONFERENCE SUMMARY TAX PARCEL NUMBER: 239323100280 DATE: July 24, 2018 PROJECT: Klein – Solar Energy System Small OWNER: James and Beth Klein REPRESENTATIVE: Sun Sense – Dirk Summers PRACTICAL LOCATION: 773 County Road 112, Carbondale 81623 ZONING: Rural TYPE OF APPLICATION: Administrative Review – Land Use Change Permit I. GENERAL PROJECT DESCRIPTION The applicant is proposing to construct a small solar array (approximately 20 kilowatts) on a 5.3 acre parcel. Construction of the array will be for a short period of time, with minimal to no traffic generation once the use is built. The applicant has indicated that no long-term water or wastewater will be needed for the site. Access is onto a shared private roadway and then onto County Road 112. The parcel is already improved with a single-family residence and appears to be located in the Marquis/Wellback Subdivision Exemption. The applicant has indicated that the parcel is relatively flat and that the solar facility will be located in the south west corner. II. REGULATORY PROVISIONS APPLICANT IS REQURED TO ADDRESS  Garfield County Comprehensive Plan 2030  Garfield County Land Use and Development Code of 2013, as amended  Table 3-403 Use Table – Solar Energy System – Small  Article 15 Definitions  Section 4-103 Administrative Review 2  Section 4-101 Common Review Procedures  Table 4-102 Common Review Procedures and Required Notice  Table 4-201 Application Submittal Requirements  Section 4-203 Description of Submittal Requirements  Sections 4-118 and 4-202 Submittal Waivers and Waivers from Standards  Article 7 Standards Division 1 (General Approval Standards) Division 2 (General Resource Protection Standards) and Division 3 (Site Planning and Development Standards) as applicable.  Section 7-1101 Standards for Solar Energy Systems III. REVIEW PROCESS 3 IV. SUBMITTAL REQUIREMENTS The submittal requirements are outlined in Table 4-201 Submittal Requirements with complete description in Section 4-203. The following items are highlighted: 1) General Application Materials a) A narrative description of the use including operational details on the type of installation and equipment proposed. b) Evidence of Ownership and Authorization to represent including any lease documentation associated with the proposal. c) Letter of authorization from the property owner authorizing Sunsense Solar to submit and act on the application. d) A listing of all property owners (with addresses) within 200 ft. e) A listing of any mineral rights owners on the property (with addresses). Please state the date and location where information was found (i.e. Clerk and Recorder, Assessor, etc.). See attached Mineral Rights Research Memo. f) The Application, signed by the property owners g) Copy of this pre-application summary h) Required Fees i) Payment Agreement Form 2) Vicinity Map 3) Site Plan - including utility locations, installations, and any site features. 4) Grading and drainage plan - adequate to address potential impacts. 5) Landscape Plan 6) Impact Analysis 7) Traffic Study - representing anticipated traffic onsite during construction and during regular operation. 8) Wastewater Plan – Addressing why the applicant does not anticipate needing permanent wastewater infrastructure on site. 9) Water Supply Plan – Addressing why the applicant does not anticipate needing permanent water infrastructure on site. 10) Improvements Agreement – The applicant may request a waiver from this submittal requirement if it is determined that no public improvements are necessary 11) Development Agreement – The applicant may request a waiver from this submittal requirement if the applicant completes the project in one phase. 12) Access permits, easements and access roadway details (demonstrate compliance with Section 7- 107 of the Land Use and Development Code – including the Design Standard Table). 13) A narrative response to Article 7 Standards 1, 2, and 3 as well as section 7-1101. 14) As appropriate information on the type of solar arrays being utilized and related technical information and infrastructure details. 4 15) Any waivers being requested V. APPLICATION REVIEW a. Review by: Staff for completeness recommendation and referral agencies for additional technical review b. Public Hearing: __x None (Director’s Decision) ___ Planning Commission ___ Board of County Commissioners ___ Board of Adjustment c. Referral Agencies: May include Garfield County Road and Bridge Department, Fire Protection Districts, Garfield County Environmental Health Manager, Garfield County Vegetation Manager, Garfield County Consulting Engineer, Utility Providers. VI. APPLICATION REVIEW FEES a. Planning Review Fees: $ 250 b. Referral Agency Fees: $ TBD – consulting engineer/civil engineer fees c. Total Deposit: $ 250 (additional hours are billed at $40.50 /hour) General Application Processing Planner reviews case for completeness and sends to referral agencies for comments. Case planner contacts applicant and sets up a site visit. Staff reviews application to determine if it meets standards of review. Case planner makes a recommendation of approval, approval with conditions, or denial to the appropriate hearing body. Disclaimer The foregoing summary is advisory in nature only and is not binding on the County. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. This summary does not create a legal or vested right. Pre-application Summary Prepared by: ____________________________________________ July 24, 2018 Patrick Waller Date Senior Planner 5 6 Section 4-202 Waivers of Submission Requirements 4-203 E. Grading and Drainage Plan There will be no drainage modifications to the existing site. We will not be grading for this site. 4-203 F. Landscape Plan This is a private residential home in a relatively remote area of Garfield County and is accessed from a private road off of County Road 112. We will be building the solar array on an area that is not visible from the County Road. The solar array will not alter the current landscape for this location. 4-203 G. Impact Analysis The current use of this area is for a residential home. The solar array that is proposed to be built at this location will not be seen by any of neighboring residences. The solar array will not be visible from the roadway. By adding this solar array to this private home I do not see any significant impacts on the environment, wildlife habitat, ground water drainage/sewage, or storm water management. No major geologic hazards exist in the immediate vicinity. 4-203 H. Rezoning Justification Report The zoning will stay the same for the solar array. We are not requesting to have the residence rezoned. 4-203 I. Statement of Appeal NA – not included in the Administrative Review for this project per table 4-201: Application Submittal Requirements 4-203 J. Development Agreement 1 Vested rights do not apply to this project. This project will be completed in one phase. 4-203 K. Improvements Agreement There will be no request for public improvements. 4-203 M. Water Supply/Distribution Plan This solar array will not require a water supply to operate and all workers and maintenance crews will supply their own drinking water. No demand will be placed on local water supply. A water supply is not needed for this location. 4-203 N. Wastewater Man./treat Plan This solar array will not create any wastewater. No demand will be placed on the current wastewater management of this location. A wastewater plan is not needed for this location. 7) Traffic Study - representing anticipated traffic onsite during construction and during regular operation Reply: Project material delivery should take a maximum of 2 days, while project completion time is estimated at no more than 2 weeks total. A typical work day during project construction would consist of the installation crew arriving at the job site in one (1) vehicle in the morning and leaving upon conclusion of the day’s work activities, with occasional and infrequent trips in between for supplies, etc., as necessitated. Typical on-site work hours are 7.00 – 16.00. Traffic associated with construction of the proposed project would not cause a significant impact. Upon project completion and commissioning (i.e. during regular operation), the system shall be self-functioning, and shall only need servicing (with associated one-trip ‘traffic’) in the unexpected case of equipment failure or system malfunction. 12) Access Roadway Details Demonstrate compliance with Section 7-107 of the Land Use and Development Code – including the Design Standard Table Reply: The project site was visited by Mr. Summers on August 2, 2018, to confirm access roadway suitability for the proposed project. The access roadway from County Road 112 to the client’s driveway is classified as Semi Primitive, while the driveway leading to the residence is classified as Primitive/Driveway. The following measurements reflect these demarcations. Relevant roadway dimensions are as presented below: Semi Primitive Primitive/ Driveway Design Capacity (ADT) 21 - 100 0 - 20 Right of Way (R/W; ft.) 15 (N of roadway); 25+ (S of roadway) 21 Roadway width (ft.) 15 min. 10'- 2" Shoulder width (ft.) min. 3 0 Minimum radius (ft.) 50 50 Maximum % grade L.T. 10 L.T. 10 Surface Paved Asphalt As the zoning classification and character of the project parcel and adjacent parcels is rural, the value of a visual representation of the access roadway should also be recognized; as such, descriptive photos are presented below: Photo1. Semi-primitive roadway leading to project site Photo 2. Project parcel driveway It should be emphasized and reiterated that the proposed residential solar PV system project size, based on typical area residential solar PV system sizes, is not uncommon. As such, with the exception of the four (4) ground-mount racking units (the longest components of which do not exceed 27 ft. and which shall be towed onto the project site by a heavy-duty pick-up truck pulling a dual axle 22 ft. flat-bed trailer), material delivery and set-up procedures shall be straightforward and shall impose no greater impacts on adjacent properties. Project material delivery should take a maximum of 2 days, while project completion time is estimated at no more than 2 weeks total. Access serving the proposed project has the capacity to efficiently and safely service the additional traffic generated by the project. Project construction shall not cause traffic congestion or unsafe traffic conditions. As a California-licensed Professional Engineer (with Colorado licensure planned momentarily), it is Mr. Summers’ professional opinion that the existing access roadways are adequate for project material and product materials for the proposed project to the project site, and that there should be no greater impacts imposed on adjacent properties. This drawing is the property of Sunsense, Inc. This information is confidential and is to be used only in connection with work described by Sunsense, Inc. No part is to be disclosed to others without written permission from Sunsense Inc. Confidentiality StatementDESCRIPTIONDATE Project: Drawing: VICINITY MAPS Address: Sheet No.PV 0.2 REV. PHOTOVOLTAIC SYSTEM KLEIN RESIDENCE GROUND-MOUNT 1.0 1.0 CHK. BYDRN. BY 773 COUNTY ROAD 112 CARBONDALE, CO 81623 07/31/2018 DS JLSheet No.1629 Delores Way, Ste. E, Carbondale, CO 81623 www.sunsensesolar.com 970.963.1420 ADMIN. REVIEWSCALE: NOT TO SCALEVICINITY MAPSPV 0.2COLORADO STATE ROUTE 82 August 27, 2018 Patrick Waller Garfield County Community Development Department lO8 8th st., Ste. 401 Glenwood Springs, CO 81601 Re: Re: Completeness Review Klein Land Use Change Pemit - GAPA-08-1 8-8668 Dear Mr. Waller: Please see the fo11owing responses to your comments for your completeness review for the PrOPOSed ground-mOunt SOlar PV system to be located at 773 County Road l 12, Carbondale, CO 81623. I have provided 3 physical copies ofall responses, aS Well as electronic. Reやonses in italics. Legal issues: 1. Please provide a copy ofthe deed for the property. Pleasej訪d three O) cQpies Qfthe prqper少deed attached 2. Beth Klein needs to sign the application and the authority for SunSense to act on the application. Beth Klein ’s signature on the (やplication and author砂ゆr SunSense /O aCt On the Kleins ’ behalfare attached Plannin蜜Issues: 3. The Grading and Drainage waiver request should be supported by the docunents sent as Part Of the Pre-apPlication Conference Sunmary. Please confim that these are for the COrreCt ParCel and include them as part of血e application. Capies QfprQiect site l. Soil ilそねrmation and 2. 7互?Ographic i準βrmtion are imluded 4. The application responded to the first three standards in Article 7, however the application needs to address all the Standards in Article 7, Divisions l, 2, and 3, aS Well as7-1101. Please〆nd three #) cqpies QfrespOnSeS tO Gafy?eld Coz/n砂S?an切rck in Article 7 Divisions l, 2, and3, aS Well as 7-1101. 5. The Impact Analysis is a required submittal please respond to the corresponding section in 4-203(G). Please〆nd the hやaCt AnaZ)短s岬a筋eld Co#n少Land C応e Co虎4-203(G/) included in the Ga筋eld Coz/n少Land Use Co虎Reやonse cわcument cqpies includとd Please contact me once you have reviewed these responses, and do not hesitate to contact me Should you have any questions regarding these responses. I can be reached at (970) 963-1420. S incerely, \三塁∠茎」 Dirk Sunmers SunSense Solar PV System Design Page 1 of 17 August 27, 2018 Garfield County Land Use Code responses GAPA-08-18-8668 Klein Residence Ground-mount Solar PV System 773 County Road 112 Carbondale, CO 81623 Key: Bold = Section heading Standard font = Code wording Italics = Response 4-203. DESCRIPTION OF SUBMITTAL REQUIREMENTS G. Impact Analysis Where the proposed development will impact specific features of the site, the Applicant shall describe both the existing conditions and the potential changes created by the project. The Impact Analysis shall include a complete description of how the Applicant will ensure that impacts will be mitigated and standards will be satisfied. The following information shall be included in the Impact Analysis. 1. Adjacent Land Use. Existing use of adjacent property and neighboring properties within 1,500-foot radius. Existing use of adjacent property and neighboring properties within a 1,500-ft. radius is primarily Rural residential, with the upper northwest corner (Parcel 239316300954) being Public Lands (BLM land). See map and GIS representations below. Page 2 of 17 2. Site Features. A description of site features such as streams, areas subject to flooding, lakes, high ground water areas, topography, vegetative cover, climatology, and other features that may aid in the evaluation of the proposed development. The closest water body is an unnamed minor stream or canal lies to the north and west of the project site, following existing topography, and is over five-hundred (500) ft. away at the nearest distance. Flooding is not a major concern. The general topography for the project site and vicinity is south to southeast downward trending (see attached “Klein Topo Information”), toward the Roaring Fork River Valley below, approximately 1.6 miles to the south. Climatology is semi-arid, and the primary vegetation of the area includes pine, juniper, and sage. 3. Soil Characteristics. A description of soil characteristics of the site that have a significant influence on the proposed use of land. The Earth Anchors used as foundations for the Nuance Energy Osprey PowerPlatform racking systems offer versatility in their ability to achieve performance objectives in a variety of soil types. They work in a similar way to helical piles and ground screws. During installation, the Earth Anchors are driven typically 2 – 4 ft. below grade. The cable is then tensioned, providing load resistance. Following ground-mount racking installation, the Earth Anchors are load tested to pre-determined values to achieve desired performance results. This is possible with most soil types, and to any depth. The amount of soil disturbed for ground-mount racking is minimal. 4. Geology and Hazard. A description of geologic characteristics of the area including any potential natural or manmade hazards, and a determination of what effect such factors would have on the proposed use of the land. Approximately 300 million years ago, a pair of mountain ranges collectively named the Ancestral Rockies formed on either side of the Roaring Fork Valley. Once the ancestral sea dried up, it left a thick layer called the Eagle Valley Evaporite. The pale gypsum Page 3 of 17 visible throughout the area is most apparent near the town that takes its name. In addition to this, sandstone, conglomerates, and shales were deposited by streams and rivers coming off of these ancient peaks. On this side of the Rockies this is known as the Maroon Formation. To the best of our knowledge, there are no geologic characteristics of the area, including any potential natural or manmade hazards, that would significantly affect or impact the proposed solar PV array. 5. Groundwater and Aquifer Recharge Areas. Evaluation of the relationship of the subject parcel to Floodplains, the nature of soils and subsoils and their ability to adequately support waste disposal, the Slope of the land, the effect of sewage effluents, and the pollution of surface Runoff, stream flow, and groundwater. The elevation of the proposed solar PV system is approximately 6,774 ft. above sea level, almost 400 ft. above the Roaring Fork River Valley below; additionally, the project site slopes downhill toward the aforementioned Roaring Fork River Valley (see “Klein Topo Information” attachment). There is no appreciable relationship at the project site to floodplains. The nature of the soils and subsoils and their ability to adequately support waste disposal is not applicable to the project; all project-related wastes will be disposed of within 10 days of project completion, and there will be no wastewater or sewage effluents generated by or associated with the project. Likewise, there will be no appreciable pollution generated during system installation or during subsequent operation that would have the potential to pollute surface runoff, stream flow, or groundwater. 6. Environmental Impacts. Determination of the existing environmental conditions on the parcel to be developed and the effects of development on those conditions, including: a. Determination of the long-term and short-term effect on flora and fauna; N/A; the project will have no detrimental effects on flora or fauna during either installation or subsequent operation. b. Determination of the effect on designated environmental resources, including critical wildlife habitat; N/A; the project will have no detrimental effects on any designated environmental resources, including critical wildlife habitat. c. Impacts on wildlife and domestic animals through creation of hazardous attractions, alteration of existing native vegetation, blockade of migration routes, use patterns, or other disruptions; To the best of our knowledge, the proposed project should attract neither wildlife nor domestic creatures; in the event that any beasts should be attracted, ¼ in. hardware cloth/protective grating shall cover the rear of the ground-mounted array, not allowing access. From the arrays to the point of interconnection (POI), conductors shall be underground and conduit-protected, and at the equipment mast near the utility mast (POI), conduit and/or electrometallic tubing (EMT) shall cover any conductors, not allowing access. For the trenching required for the underground Page 4 of 17 conductor runs for the array, as well as the space occupied by the solar PV arrays (approximately 920 square ft.). To the best of our knowledge, the ground-mounted solar PV arrays should not affect, block, or disrupt any migration routes or use patterns, nor cause any other appreciable disruptions. d. Evaluation of any potential radiation hazard that may have been identified by the State or County Health Departments. To the best of our knowledge, there is no known potential radiation hazard at the project location that has been identified by any health departments. The solar PV arrays themselves have no radioactive characteristics. 7. Nuisance. Impacts on adjacent land from generation of vapor, dust, smoke, noise, glare or vibration, or other emanations. N/A. The solar PV arrays shall generate no appreciable amounts of vapor, dust, smoke, noise, glare or vibration, or any other notable emanations that would impact adjacent land. 8. Hours of Operation. The Applicant shall submit information on the hours operation of the proposed use. The solar PV shall operate during times between sunrise and sunset. Please see the representation below; the abscissa represents month of the year, while the ordinate represents hours of the day, in a 24-hour format. The lighter part of the graph represents daylight. Please note that the abrupt shift shortly past ‘Mar’ and approximately at ‘Nov’ corresponds with daylight savings. It should be re-iterated that during these times of electricity generation, there shall be no notable negative impacts to surrounding land (see response to 4-203.G.7). Article 7: Standards Division 1. General Approval Standards Page 5 of 17 7-101. Zone District Use Regulations The Land Use Change shall comply with Article 3, Zoning, including any applicable zone district use restrictions and regulations. 7-102. Comprehensive Plan and Intergovernmental Agreements The Land Use Change is in general conformance with the Garfield County Comprehensive Plan and complies with any applicable intergovernmental agreement. 7-103. Compatibility The nature, scale, and intensity of the proposed use are compatible with adjacent land uses. 7-104. Source of Water All applications for Land Use Change Permits shall have an adequate, reliable, physical, long- term and legal water supply to serve the use, except for land uses that do not require water, or that contain Temporary Facilities served by a licensed water hauler. N/A. Project has no water demands for either construction or subsequent usage. 7-105. Central Water Distribution and Wastewater Systems A. Water Distribution Systems. The land use shall be served by a water distribution system that is adequate to serve the proposed use and density. N/A. The proposed solar PV system has no water requirements. B. Wastewater Systems. The land use shall be served by a wastewater system that is adequate to serve the proposed use and density. N/A. The proposed solar PV system has no wastewater requirements. 7-106. Public Utilities A. Adequate Public Utilities Adequate Public Utilities shall be available to serve the land use. The proposed solar PV system will be grid-interactive, connecting with the Holy Cross electric grid at the existing main electric service, pending approval by Holy Cross Energy. B. Approval of Utility Easement by Utility Company. Utility easements shall be subject to approval by the applicable utility companies and where required, additional easements shall be provided for main switching stations and substations. The Applicant shall work with the utility companies to provide reasonably- sized easements in appropriate locations. N/A. There will be no necessary or applicable utility easements; Array shall be set back from Holy Cross Energy distribution lines by required 15 ft. C. Utility Location Page 6 of 17 Unless otherwise provided in this Code, the following conditions shall apply to the location of utility services. N/A. All on-site utility services are existing; no new utility services will be introduced. D. Dedication of Easements. All utility easements shall be dedicated to the public. Drainage easement may be dedicated to either the public or to an HOA. N/A. The proposed project shall have no impact on existing easements, nor introduce any new easements. E. Construction and Installation of Utilities. Applicants shall make the necessary arrangements with each service utility for the construction and installation of required utilities. Utilities shall be installed in a manner that avoids unnecessary removal of trees or excessive excavations, and s hall be reasonably free from physical obstructions. All required utilities are existing; no new utility service shall be required. Trenching shall be performed and underground conduit-protected conductors laid, to establish interconnection with the existing Holy Cross Energy utility service. F. Conflicting Encumbrances. Easements shall be free from conflicting legal encumbrances. 7-107. ACCESS AND ROADWAYS. All roads shall be designed to provide for adequate and safe access and shall be reviewed by the County Engineer. A. Access to Public Right-of-Way. All lots and parcels have legal and physical access to a public right-of-way. B. Safe Access. Access to and from the use shall be using existing and established access roadways approved prior to the proposed project. C. Adequate Capacity. Access serving the proposed use shall have the capacity to efficiently and safely service the additional traffic generated by the use. The use shall not cause traffic congestion or unsafe traffic conditions. There shall not be notable impacts to County, State, or Federal roadway system. D. Road Dedications. N/A. All rights-of-way are pre-existing, and shall not be impacted by the proposed project. Page 7 of 17 E. Impacts Mitigated. N/A. Impacts to County roads associated with hauling, truck traffic, and equipment use shall be negligible; traffic associated with the proposed project shall consist of the installation crew arriving in one vehicle in the morning and typically staying on-site until conclusion of work activities at end of work day. F. Design Standards. N/A. Roadways, surfaces, curbs and gutters, and sidewalks are in-place and pre-existing. They shall not be altered or affected by the proposed project. 7-108. USE OF LAND SUBJECT TO NATURAL HAZARDS. No land subject to any identified Natural and Geologic Hazards shall be developed for the proposed project. 7-109. FIRE PROTECTION. A. Adequate Fire Protection. Adequate fire protection will be provided for each land use change as required by the local fire protection district. B. Subdivisions. Adequate primary and secondary access, fire lanes, fire protection water sources, fire hydrants, and maintenance provisions for divisions and subdivisions of land in which the proposed project is to be installed are pre-existing, and shall be adequate during the project’s construction and the solar PV array’s subsequent usage. DIVISION 2. GENERAL RESOURCE PROTECTION STANDARDS. 7-201. AGRICULTURAL LANDS. A. No Adverse Effect to Agricultural Operations. N/A. The proposed project shall have no impact, adversely affect, or otherwise limit the viability of any agricultural operations. B. Domestic Animal Controls. N/A. There shall be no dogs or any other domestic animals associated with the proposed project. C. Fences. N/A. Any fences constructed to separate the parcel from adjoining Agricultural Lands or stock drives as required to protect Agricultural Lands are pre-existing. D. Roads. Page 8 of 17 N/A. Access roads to the proposed project site are pre-existing. No new roads shall be constructed during the course of the project. There shall be no notable dust generated during the course of project construction; there shall be no adverse impacts to livestock or crops due to dust during the course of the project. E. Ditches. N/A. The proposed project shall not create, alter, impact, or interfere with any irrigation ditches or ditch rights-of-way. The solar PV array, and any associated equipment, shall not interrupt or otherwise affect the maintenance of any irrigation ditches. The proposed project shall have no associated ditch crossings. There shall be no drainage modifications to any existing drainage patterns. No actions associated with the proposed project shall channel any surface waters into any irrigation ditch. 7-202. WILDLIFE HABITAT AREAS. N/A. The project shall not impact any wildlife habitat areas, either during construction or during subsequent operation. 7-203. PROTECTION OF WATERBODIES. N/A. There are no water bodies on the parcel of the proposed project. 7-204 DRAINAGE AND EROSION. A. Erosion and Sedimentation. Excluding Grading activities for agricultural purposes, development disturbing 1 acre or more is subject to the CDPHE National Pollutant Discharge Elimination System Permit, unless otherwise exempted by CDPHE. N/A. The proposed project shall not disturb 1 acre or more. B. Drainage N/A. The proposed project shall not alter or impact any existing drainage patterns. C. Stormwater Run-Off. These standards shall apply to any new development within 100 feet of a Waterbody and to any other development with 10,000 square feet or more of impervious surface area. N/A. The proposed project shall not be within 100 ft. of a water body, and will not have 10,000 square feet or more of impervious surface area. 7-205. ENVIRONMENTAL QUALITY. A. Air Quality. The proposed project shall not cause air quality to be reduced below acceptable levels established by the Colorado Air Pollution Control Division. Page 9 of 17 B. Water Quality. At a minimum, all hazardous materials shall be stored and used in compliance with applicable State and Federal hazardous materials regulations. N/A. There shall be no hazardous materials involved during the construction of, or during the subsequent operation of, the proposed project. 7-206. WILDFIRE HAZARDS. A. Location Restrictions. Development associated with the proposed project shall not be located in a severe wildfire Hazard Area with Slopes greater than 30% or within a fire chimney. B. Development Does Not Increase Potential Hazard. The proposed project shall be developed in a manner that does not increase the potential intensity or duration of a wildfire, or adversely affect wildfire behavior or fuel composition. C. Roof Materials and Design. Roof materials shall be made of noncombustible materials or other materials as recommended by the local fire agency. N/A. The proposed solar PV system is ground-mounted. 7-207. NATURAL AND GEOLOGIC HAZARDS. A. Utilities. Above-ground utility facilities located in Hazard Areas shall be protected by barriers or diversion techniques approved by a qualified professional engineer. The determination to locate utility facilities above ground shall be based upon the recommendation and requirements of the utility service provider and approved by the County. N/A. All utilities located on proposed project site are pre-existing; No new utility facilities are to be included in the proposed project. B. Development in Avalanche Hazard Areas. N/A. The proposed project does not lie in an avalanche hazard area. C. Development in Landslide Hazard Areas. N/A. The proposed project does not lie in a landslide hazard area. D. Development in Rockfall Hazard Areas. N/A. The proposed project does not lie in a rockfall hazard area. E. Development in Alluvial Fan Hazard Area. Page 10 of 17 N/A. The proposed project does not lie in an alluvial fan hazard area. F. Slope Development. Development on Slopes 20% or greater shall only be permitted to occur if the Applicant demonstrates that the development complies with the following minimum requirements and standards, as certified by a qualified professional engineer, or qualified professional geologist, and as approved by the County N/A. The slopes on which the proposed project would be placed are less than 20%. G. Development on Corrosive or Expansive Soils and Rock. N/A. The proposed solar PV array location does not consist of expansive soils and rock. H. Development in Mudflow Areas. N/A. The proposed solar PV array location would not be in a mudflow area. I. Development Over Faults. N/A. The proposed solar PV array location would not be located over a fault. 7-208. RECLAMATION. A. Applicability. These standards shall apply to any development that requires a Land Use Change Permit, including divisions of land, as well as to the following activities: 1. Installation of ISDS. Installation of a new or replacement ISDS. N/A. No ISDSs (or OWTSs (On-site Wastewater Treatment Systems)) are part of the proposed project. 2. Driveway Construction. A ny driveway construction that requires a Garfield County Access Permit or a CDOT Access Permit. N/A. There are no driveways in the scope of work of the proposed project. 3. Preparation Area. All areas disturbed during development that do not comprise the longer-term functional areas of the site but are those areas used for the short-term preparation of the site. N/A. There will be no notable site degradation due to short-term site preparation. The installation crew shall park their vehicle on previously disturbed areas, and will not contribute any additional impact. B. Reclamation of Disturbed Areas. Any areas disturbed during development shall be restored as natural-appearing landforms that blend in with adjacent undisturbed topography. Upon complete project installation, any disturbed surfaces shall be stabilized by vegetation or other means to reduce any soil erosion from wind or water, provide forage and cover, prevent fugitive dust as required by State statute, and reduce visual impacts. Page 11 of 17 1. Contouring and Revegetation. Abrupt angular transitions and linear placement on visible Slopes shall be avoided. Areas disturbed by Grading shall be contoured so they can be revegetated, and shall be planted and have any disturbed and have vegetation established. A uniform vegetative cover shall be established with an individual plant density of at least 70% of pre-disturbance levels within 4 growing seasons. Revegetation cover shall consist of a diversity of native and/or beneficial non-native vegetation species capable of supporting the post-disturbance land use. State- or County-listed noxious weeds, as well as alien invasive species, do not count as part of the 70% cover. To the maximum extent feasible, disturbed areas shall be revegetated to a desired plant community, with composition of weed-free species and plant cover typical to that site. 2. Weed Management. A management plan with appropriate strategies shall be employed for all Garfield County-listed noxious weeds, State of Colorado-listed noxious weeds that are targeted for statewide eradication, and any other invasive species. 3. Application of Top Soil. Top soil shall be stockpiled and placed on disturbed areas and managed for later use in reclamation. Provisions for salvaging on-site topsoil, a timetable for eliminating topsoil and/or aggregate piles and a plan that provides for soil cover if any disturbances or stockpiles will sit exposed for a period of 90 days or more shall be reviewed and accepted by the Garfield County Vegetation manager. Due to the small-scale nature of this project, all short-term disturbances shall be remediated within 10 days of project completion. Top soil shall be replaced where displaced from ground cover and restored to equal to or better than previously- existing condition. Debris will be cleared from the project site within ten (10) days of project completion. No disturbances or stockpiles shall remain or sit exposed for a period of 90 days or longer. 4. Retaining Walls. Retaining walls made of wood, stone, vegetation, or other materials that blend with the natural landscape shall be used to reduce the steepness of cut Slopes and to provide planting pockets conducive to revegetation. There shall only be extremely localized soil disturbance beneath the Nuance Osprey PowerPlatform ground-mount racking structure ‘feet.’ The adjustable platform legs allow for variable leg length platform configuration, eliminating the need for slope cutting, particularly for the shallow slope at the proposed project site. 5. Slash Around Homes. To avoid insects, diseases, and wildfire hazards, all vegetative residue, branches, limbs, stumps, roots, or other such flammable lot-clearing debris shall be removed from all areas of the lot in which such materials are generated or deposited, prior to final building inspection approval. 6. Removal of Debris. Within 6 months of substantial completion of soil disturbance, all brush, stumps, and other debris shall be removed from the site. 7. Time Line Plan. Page 12 of 17 Every area disturbed shall have a time line approved for the reclamation of the site. N/A. The proposed project is not multi-phase. All of the minor areas cleared shall be restored prior to project completion, and any areas of disturbed vegetation restored. All disturbed areas will be restored within 10 days of completion of the project. DIVISION 3. SITE PLANNING AND DEVELOPMENT STANDARDS. Unless a use is explicitly identified elsewhere in this Code as being exempt from 1 or more standards, the following standards shall apply to all uses, divisions of land and PUDs. Single family dwelling units, are specifically exempt from these Division 3 standards. 7-301. COMPATIBLE DESIGN. A. Site Organization. The site shall be organized in a way that considers the relationship to streets and lots, solar access, parking, pedestrian access, and access to common areas. N/A. The proposed project has no public access, will not have access to streets, require parking, or involve common areas. Owner and/or maintenance access, should it be required or desired, will be via pedestrian access, through owner’s property. The project will indeed be organized in a way that considers solar access. B. Operational Characteristics. The operations of activities on the site shall be managed to avoid nuisances to adjacent uses relating to hours of operations, parking, service delivery, and location of service areas and docks. N/A. System operation has no associated parking demands, service delivery, or location of service areas or docks. 1. Dust, odors, gas, fumes, and glare shall not be emitted at levels that are reasonably objectionable to adjacent property. 2. Noise shall not exceed State noise standards pursuant to C.R.S., Article 12 of Title 25. 3. Hours of operation shall be established to minimize impacts to adjacent land uses. N/A. Operation of the system shall have no adverse impacts on adjacent land uses. C. Buffering. Buffering shall be installed to mitigate visual, noise, or similar impacts to adjacent property whenever adjacent uses are in a different zone district. N/A. Adjacent uses are not in a different zone district. D. Materials. Page 13 of 17 Exterior facades are constructed with materials that do not detract from adjacent buildings or uses. In addition, the arrays are not visible to adjacent buildings or uses due to presence of trees and forests. 7-302. OFF-STREET PARKING AND LOADING STANDARDS. A. Off-Street Parking Required. N/A. No additional parking will be required for the arrays once they are operational, as, barring an unexpected malfunction, no additional service shall be required for them once they are operating. B. Off-Street Loading Required. Buildings or structures that are designed or that are substantially altered so as to receive and distribute materials and merchandise by truck shall provide and maintain off-street loading spaces in sufficient number to meet their need. Where the property or use is served or designed to be served by tractor-trailer delivery vehicles, the standards in Table 7-302.B. shall be used in establishing the minimum number of off-street loading berths required. N/A. Barring service needs arising from an unexpected system malfunction, once the solar PV system is operational, there shall be no needs for any type of associated material or merchandise deliveries. C. Continuing Obligation. The provision and maintenance of off-street parking and loading spaces that comply with this Code shall be a continuing obligation of the property owner. N/A. Once the solar PV system has been installed and is operational, there shall be no associated off-street parking or loading space requirements. D. Location of Required Parking Spaces. Required off-street parking spaces shall be located on the same lot or the adjacent lot proximate to the business they are intended to serve. N/A. Once the solar PV system is operational, there shall be no associated off-street parking requirements; in addition, the property is residential, and not a business. E. Loading and Unloading. N/A. The completed and operational solar PV system shall involve no loading or unloading of vehicles serving commercial or industrial uses. F. Parking and Loading Area Surface. N/A. The completed and operational solar PV system shall not have, nor require, any associated parking or loading areas. G. Minimum Dimensions of Parking Areas. Page 14 of 17 N/A. There shall be no parking areas necessary, nor created, for the complete and functioning solar PV system. H. Compact Car Spaces. N/A. There shall be no parking areas necessary, nor created, for the complete and functioning solar PV system. I. Minimum Dimensions of Loading Berths. N/A. There shall be no loading berths necessary, nor created, for the complete and functioning solar PV system. J. Handicapped or Accessible Parking. N/A. There shall be no parking areas necessary, nor created, for the complete and functioning solar PV system. K. Unobstructed Access. Each required parking space shall have unobstructed access from a road or Alley, or from an aisle or drive connecting with a road or Alley, except for approved residential tandem parking. N/A. There shall be no parking areas necessary, nor created, for the complete and functioning solar PV system. L. Tandem Parking. N/A. There shall be no parking areas necessary, nor created, for the complete and functioning solar PV system. M. Backing Onto Public Streets Prohibited. N/A. There shall be no parking areas, and thus no associated access driveways therefore, necessary, nor created, for the complete and functioning solar PV system. N. Access Driveways. N/A. There shall be no parking areas necessary, nor created, for the complete and functioning solar PV system. O. Parking and Loading Area Landscaping and Illumination. N/A. There shall be no parking areas necessary, nor created, for the complete and functioning solar PV system. 7-303. LANDSCAPING STANDARDS A. General Standards. 1. All portions of the site where existing vegetative cover is damaged or removed, that are not otherwise covered with new improvements, shall be successfully revegetated with a Page 15 of 17 mix of native, adaptive, and drought-tolerant grasses, ground covers, trees and shrubs. The density of the re-established vegetation must be adequate to prevent soil erosion and invasion of weeds after 1 growing season. Minor areas where the ground-mount structures’ ‘feet’ will penetrate the earth, potentially damaging small amounts of vegetative cover shall be covered by the new improvements of the solar PV arrays themselves, thus exempting these minor areas. These small holes will also be filled by the structures’ ‘feet’ themselves. The only other area where any vegetation could possibly removed during installation is the trenching area where the underground conductors will be laid. This linear area shall be successfully revegetated with a mix of native, adaptive, and drought-tolerant grasses, ground covers, trees and shrubs, replacing the vegetation damaged or removed. The density of the re-established vegetation shall be adequate to prevent soil erosion and invasion of weeds after 1 growing season. 2. Landscaping shall not obstruct fire hydrants or utility boxes and shall be installed so it will not grow into any overhead utility lines. Trees and shrubs shall not be planted within 4 feet of existing overhead or underground lines. B. Multi-Family Development. N/A. The proposed project does not lie in a parcel containing multi-family dwellings. C. Subdivision, PUD, and Rural Land Development Exemption. Landscaping in a residential Subdivision, Planned Unit Development, or Rural Land Development Exemption shall be consistent with the character of the development, the unique ecosystem, and specific environment in which the development is located. Any landscaping performed to revegetate any areas of vegetation damaged or removed shall be consistent with the character of the development, the unique ecosystem, and specific environment in which the development is located. D. Plants Compatible with Local Conditions. All plants used for landscaping shall be compatiblle with the local climate and the soils, drainage, and water conditions of the site. When panting occurs on hillsides, Slopes, drainage ways, or similar natural areas, plant material should duplicate adjacent plant communities both in species composition and s pecial distribution patterns. Whenever possible, drought- resistant varieties of plant materials shall be utilized. Xeriscape design principles and the use of native plant species shall be used when appropriate. All plants used for any landscaping performed to revegetate any areas of vegetation damaged or removed shall be compatible with the local climate and the soils, drainage, and water conditions of the site. When panting occurs on hillsides, Slopes, drainage ways, or similar natural areas, plant material should duplicate adjacent plant communities both in Page 16 of 17 species composition and special distribution patterns. Whenever possible, drought-resistant varieties of plant materials shall be utilized. Xeriscape design principles and the use of native plant species shall be used when appropriate. E. Existing Vegetation. Healthy trees, native vegetation, natural or significant rock outcroppings, and other valuable features shall be preserved and integrated within planting areas. F. Minimum Size. To ensure healthy plant materials are installed in new development, trees and shrubs shall comply with the quality standards of the Colorado Nursery Act, C.R.S. Title 35, Article 26. 3. Deciduous Trees. N/A. No deciduous trees shall be removed, and thus replaced, for landscaping for the proposed project. 4. Coniferous Trees. N/A. No coniferous trees shall be removed, and thus replaced, for landscaping for the proposed project. 5. Ornamental Trees. N/A. No ornamental trees shall be removed, and thus replaced, for landscaping for the proposed project. 6. Shrubs and Vines. Shrubs shall be a minimum of 1 foot in height at time of planting. Vines shall be in a minimum 1 gallon container. Any shrubs planted shall be a minimum of 1 foot in height at time of planting. There shall be no vines removed during the course of the project, and thus replaced. G. Minimum Number of Trees and Shrubs. Trees and shrubs must be grouped in strategic areas and not spread thinly around the site. Where screening is required, plant materials must be sufficient to create a semi-opaque wall of plant material between the property and t he adjoining area to be screened. Any trees and shrubs planted shall be grouped in strategic areas and not spread thinly around the site. Where screening is required, plant materials shall be sufficient to create a semi-opaque wall of plant material between the property and the adjoining area to be screened. H. Parking and Storage Prohibited. Areas required as landscaping shall not be u sed for parking, outdoor storage, and similar uses, but may be used for snow storage if designed in compliance with section 7-305, Snow Storage Standards. Any landscaped areas shall not be used for parking, outdoor storage, and similar uses. I. Clear Vision Area. Page 17 of 17 N/A. The proposed project, and thus any project landscaping, shall not be performed in the Clear Vision Area. J. Landscaping Within Off-Street Parking Areas. N/A. The project does not include any additional parking areas (refer to §7-302. OFF- STREET PARKING AND LOADING STANDARDS.) 7-304. LIGHTING STANDARDS. N/A. The proposed project does not include any additional exterior lighting. 7-305. SNOW STORAGE STANDARDS. All residential uses except for multi-family are exempt from this section, unless the residential use includes a common outdoor parking area. N/A. As the proposed project is a non-multi-family residential use, and does not include a common outdoor parking are, it is exempt from this section. 7-306. TRAIL AND WALKWAY STANDARDS. A multi-modal connection, such as a trail or sidewalk, shall be provided in a development where links to schools, shopping areas, parks, trails, greenbelts, and other public facilities are feasible. N/A. Considering the project parcel’s location and the surrounding land uses, links to schools, shopping areas, parks, trails, greenbelts, and other public facilities are not feasible. DIVISION 11. ADDITIONAL STANDARDS FOR UTILITIES. 7-1101. SOLAR ENERGY SYSTEMS. A. Signage. All Solar Energy Systems must install signage warning of electrical shock around the perimeter of the system. Signage warning of electrical shock shall be installed around the perimeter of the system. Also see plans sheet PV 3.1: Labeling and Signage. B. Solar Energy Systems, Accessory. These additional standards apply to Accessory Solar Energy Systems:… N/A. Garfield County defines the proposed solar PV system as “Small,” “Accessory Solar Energy Systems” being less than 15 kW. COUNTY ROAD 112DRIVEWAYTO ADJACENT PARCELSGARFIELD COUNTY-REQ'DPROPERTY LINE SET-BACK:10 FT. ON PARCEL 'SIDE'(N) SOLAR PV ARRAY:(30) GROUND-MOUNTED MODULES(E) MAIN RESIDENCE(NOT IN SCOPE OF WORK)(E) MAIN ELECTRICAL SERVICE EQUIPMENT:POLE-MOUNTED UTILITY METER AND400 A MAIN SERVICE DISCONNECT.POINT OF INTERCONNECTION.SUPPLY-SIDE INTERCONNECTION.(N) SOLAR PV FUSED AC TAPDISCONNECT AND PRODUCTION METER.POINT OF INTERCONNECTION .NEW EQUIPMENT TO BE MOUNTED10 FT. AWAY FROM UTILITY MAST.(N) SOLAR PV AC UNDERGROUND CONDUIT RUN(N) (2) SOLAREDGE SE1000H-US INVERTERS AND INVERTER COMBINER PANEL. MOUNTED BEHIND PV ARRAY AND ON RACKING.10'MMSDM M(N) SOLAR PV ARRAY:(30) GROUND-MOUNTED MODULESThis drawing is the property of Sunsense, Inc. This information is confidential and is to be used only in connection with work described by Sunsense, Inc. No part is to be disclosed to others without written permission from Sunsense Inc. Confidentiality StatementDESCRIPTIONDATE Project: Drawing: SITE PLAN OVERVIEW Address: Sheet No.PV 1.1A REV. PHOTOVOLTAIC SYSTEM KLEIN RESIDENCE GROUND-MOUNT 1.0 1.0 CHK. BYDRN. BY 773 COUNTY ROAD 112 CARBONDALE, CO 81623 07/11/2018 DS JLSheet No.1629 Delores Way, Ste. E, Carbondale, CO 81623 www.sunsensesolar.com 970.963.1420 PERMITSCALE: 1/128" = 1'-0"SITE PLANNOTES:1)ROW TO ROW DC CONDUCTORS SHALL BE PROTECTED WITHCONDUIT AND APPROPRIATE FITTINGSWHERE SUBJECT TODAMAGE.2)EXPANSION AND CONTRACTION MUST BE CONSIDERED FOR ALLCONDUIT RUNS. CONDUIT EXPANSION FITTINS MUST BE USED ASREQUIRED BY THE NEC.3)INVERTER -BASED SYSTEM MONITORING. ETHERNET CONNECTIONREQUIRED.4)SEPARATE CONDUITS REQUIRED FOR COMMUNICATION WIRING.5)RAPID SHUTDOWN (RSD) NOTE: THIS SYSTEM HAS BEEN DESIGNEDTO COMPLY WITH 2017 NEC 690,12. IF THE BUILDING LOSES POWER, THE SERVICE DISCONNECT IS SHUT OFF, OR THE PV/ACDISCONNECT IS TURNED OFF, THE INVERTER WILL IMMEDIATELYSTOP PRODUCING POWER AND RSD WILL BE INITIATED.6)STRUCTURAL DESIGN AND ANALYSIS NOT COMPLETED BYSUNSENSE.7)PROPERTY LINES TRANSPOSED FROM GARFIELD COUNTYASSESSOR WEBSITE. PROPERTY LINES SHOWN HERE ARE AREPRESENTATION OF THIS. GARFIELD COUNTY ASSESSOR SHOULDBE CONTACTED FOR ANY FURTHER CLARIFICATION NECESSARY.SOLAR PV SYSTEM COMPONENTS AND SUMMARY:21.6 KW DCMODULES:OPTIMIZERS:INVERTERS:RACKING:(60) LG LG-360Q1C-A5 WHT(60) SOLAREDGE P370(2) SOLAREDGE SE10000H-USNUANCE ENERGY OSPREY POWERPLATFORMGROUND-MOUNT RACKING SYSTEM35 DEGREE TILT, 180 DEGREE AZIMUTHAPPROXIMATELY 2 FT. GROUND CLEARANCE(2) 2 X 8 MODULES IN PORTRAIT PLATFORM(2) 2 X 7 MODULES IN PORTRAIT PLATFORMPV 1.1ALEGEND:PROPERTY BOUNDARYGARFIELD COUNTY PROPERTYBOUNDARY SET-BACKPOWER LINECONDUCTORS/CONDUIT MMSDM(N) SOLAR PV ARRAY:(30) GROUND-MOUNTEDMODULES WITH (30) POWEROPTIMIZERS. 35 DEG. TILT.10'(E) MAIN ELECTRICAL SERVICE EQUIPMENT:POLE-MOUNTED UTILITY METERAND 400 A MAIN SERVICE DISCONNECT.POINT OF INTERCONNECTION.SUPPLY-SIDE INTERCONNECTION.(N) (1) UTILITY-REQUIRED SOLARPV PRODUCTION METER.NEW EQUIPMENT TO BE MOUNTED10 FT. AWAY FROM UTILITY MAST.(N) UNDERGROUND SOLAR PV ACCONDUCTORS AND CONDUIT RUN(N) (2) SOLAREDGE SE1000H-US INVERTERS.INTEGRATED DC DISCONNECTS.MOUNTED BEHIND NORTH PV ARRAY ON RACKING.10'TO MAIN RESIDENCE(NOT IN SCOPE OF WORK)(N) (1) INVERTER COMBINER PANEL.MOUNTED BEHIND PV ARRAY ON RACKING.MIN. 15 FT.M(E) NEIGHBORING ELECTRICAL SERVICE.NOT IN SCOPE OF WORK.(N) (1) SOLAR PV AC FUSED TAP DISCONNECT.NEW EQUIPMENT TO BE MOUNTED10 FT. AWAY FROM UTILITY MAST.(N) SOLAR PV ARRAY:(30) GROUND-MOUNTEDMODULES WITH (30) POWEROPTIMIZERS. 35 DEG. TILT.JThis drawing is the property of Sunsense, Inc. This information is confidential and is to be used only in connection with work described by Sunsense, Inc. No part is to be disclosed to others without written permission from Sunsense Inc. Confidentiality StatementDESCRIPTIONDATE Project: Drawing: SITE PLAN Address: Sheet No.PV 1.1B REV. PHOTOVOLTAIC SYSTEM KLEIN RESIDENCE GROUND-MOUNT 1.0 1.0 CHK. BYDRN. BY 773 COUNTY ROAD 112 CARBONDALE, CO 81623 07/09/2018 DS JLSheet No.1629 Delores Way, Ste. E, Carbondale, CO 81623 www.sunsensesolar.com 970.963.1420 PERMIT SCALE: 3/32" = 1'-0"SITE PLANGENERAL NOTES:1)ROW TO ROW DC CONDUCTORS SHALL BE PROTECTED WITHCONDUIT AND APPROPRIATE FITTINGSWHERE SUBJECT TODAMAGE.2)EXPANSION AND CONTRACTION MUST BE CONSIDERED FOR ALLCONDUIT RUNS. CONDUIT EXPANSION FITTINS MUST BE USED ASREQUIRED BY THE NEC.3)INVERTER -BASED SYSTEM MONITORING. ETHERNET CONNECTIONREQUIRED.4)SEPARATE CONDUITS REQUIRED FOR COMMUNICATION WIRING.5)RAPID SHUTDOWN (RSD) NOTE: THIS SYSTEM HAS BEEN DESIGNEDTO COMPLY WITH 2017 NEC 690,12. IF THE BUILDING LOSES POWER, THE SERVICE DISCONNECT IS SHUT OFF, OR THE PV/ACDISCONNECT IS TURNED OFF, THE INVERTER WILL IMMEDIATELYSTOP PRODUCING POWER AND RSD WILL BE INITIATED.6)STRUCTURAL DESIGN AND ANALYSIS NOT COMPLETED BYSUNSENSE.7)PROPERTY LINES TRANSPOSED FROM GARFIELD COUNTYASSESSOR WEBSITE. PROPERTY LINES SHOWN HERE ARE AREPRESENTATION OF THIS. GARFIELD COUNTY ASSESSOR SHOULDBE CONTACTED FOR ANY FURTHER CLARIFICATION, SHOULDANY BE REQUIRED.SOLAR PV SYSTEM COMPONENTS AND SUMMARY:21.6 KW DCMODULES:OPTIMIZERS:INVERTERS:RACKING:(60) LG LG-360Q1C-A5 WHT(60) SOLAREDGE P370(2) SOLAREDGE SE10000H-USNUANCE ENERGY OSPREY POWERPLATFORMGROUND-MOUNT RACKING SYSTEM35 DEGREE TILT, 180 DEGREE AZIMUTHAPPROXIMATELY 2 FT. GROUND CLEARANCE(2) 2 X 8 MODULES IN PORTRAIT PLATFORM(2) 2 X 7 MODULES IN PORTRAIT PLATFORMPV 1.1BPROPERTY BOUNDARYGARFIELD COUNTY-REQUIREDPROPERTY BOUNDARY SET-BACKCONDUITPOWER LINES15 FT. UTILITY DISTRIBUTIONLINE SET-BACKLEGEND:PERMITTING NOTES:·PARCEL NO. 2393-231-00-280·ZONING CLASSIFICATION: RURAL COUNTY (5.3 ACRES)·SHOWN SET-BACKS ARE IN ACCORDANCE WITH GARFIELD COUNTYLAND USE AND DEVELOPMENT CODE.GARFIELD COUNTY-REQUIRED SET-BACKS:FRONT: 25 FT.REAR: 25 FT.SIDE: 10 FT.HOLY CROSS ENERGY DISTRIBUTION LINE SET-BACK: 15 FT. FROM CENTERMAXIMUM SOLAR STRUCTURE HEIGHT IS 10'-8". PLACE LABEL ON INVERTER DC DISCONNECTPHOTOVOLTAIC SYSTEM DISCONNECTINVERTER: SE10000H-USMAXIMUM SYSTEM VOLTAGE: 480 V DCSHORT CIRCUIT CURRENT: 45 A DCSOLAR ARRAY: 21,600 W360 W MODULES1 STRING OF 141 STRING OF 16LABEL PRODUCTION METERPHOTOVOLTAIC SYSTEMkWh METERNEC 690.13(B) AND NEC 690.15PLACE LABEL ON UTILITY METER ANDTRANSFORMER (WHEN APPLICABLE)PHOTOVOLTAICSYSTEMCONNECTEDSYSTEM AC VOLTAGE: 240 VMAXIMUM AC OUTPUT OPERATING CURRENT: 105 AATTENTION:THIS PANEL IS FED WITH SOLAR ELECTRIC POWER SOURCE.NEC 690.54 AND NEC 705.12PLACE LABEL ON AC COMBINER PANELLOCATED AT PV PRODUCTION METER(REQUIRED STAMPED BRASS, ALUMINUM,OR STAINLESS STEEL LABEL)(STAMPED TAG)PV PRODUCTION 773NEC 690.31 AND 2012 IFC 605.11.1PLACE ON ALL JUNCTION BOXES ANDEXPOSED RACEWAYS EVERY 10 FT.,AND 1 FT. FROM BENDS ANDPENETRATIONS, ADJACENT TO THEMAIN SERVICE DISCONNECTPV SYSTEM POWER SOURCEORWARNING!PHOTOVOLTAICPOWERSOURCEFOR SUPPLY-SIDE TAP SYSTEMSHCE-REQUIRED PLAQUE ON PV-READY PANELPV SYSTEM CONTAINS A TAPBETWEEN THE MAIN DISCONNECTAND THE METERTHE PV SYSTEM AND THE MAINBREAKER MUST BOTH BE TURNEDOFF PRIOR TO ANY ELECTRICALWORK ON THIS PANEL OR METERWARNINGELECTRICAL SHOCK HAZARDDO NOT TOUCH TERMINALS.TERMINALS ON BOTH LINE AND LOADSIDES MAY BE ENERGIZED IN THE OPENPOSITIONDC VOLTAGE IS ALWAYS PRESENT WHENSOLAR MODULES ARE EXPOSED TOSUNLIGHTNEC 690.53PLACE LABEL ON INVERTER DC DISCONNECTNEC 705.12(B)(3)PLACE LABEL ON ALL EQUIPMENT CONTAININGOVERCURRENT DEVICES IN CIRCUITS SUPPLYINGPOWER TO A BUSSBAR OR CONDUCTORSSUPPLIED FROM MULTIPLE SOURCESCAUTIONCONTAINS MULTIPLE POWER SOURCESNEC 110.27(C) AND OSHA 1910.145(F)(7)PLACE LABEL ON MAIN ELECTRICAL PANELWARNINGELECTRICAL SHOCK HAZARDTURN OFF THE PHOTOVOLTAICSYSTEM PRIOR TO WORKINGINSIDE THIS PANELNEC 705.12(B)(3)(C)PLACE LABEL ON ALL EQUIPMENT CONTAININGOVERCURRENT DEVICES IN CIRCUITSSUPPLYING POWER TO A BUSSBAR ORCONDUCTORS SUPPLIED FROM MULTIPLEWARNINGTHIS EQUIPMENT FED BY MULTIPLE POWERSOURCES. TOTAL RATING OF ALLOVERCURRENT DEVICES, EXCLUDING MAINSUPPLY OVERCURRENT DEVICE, SHALL NOTEXCEED AMPACITY OF BUSSBAR.PLACE THIS LABEL AT EACH JUNCTION BOX,COMBINER BOX, DISCONNECT, AND DEVICEWHERE ENERGIZED, UNGROUNDED CIRCUITSMAY BE EXPOSED DURING SERVICEWARNINGELECTRICAL SHOCK HAZARDTHE DC CONDUCTORS OF THISPHOTOVOLTAIC SYSTEM AREUNGROUNDED AND MAY BE ENERGIZED690.12 COMPLIANTCOMPLIES WITH NEC 690.12 MODULELEVELRAPID SHUTDOWNThis drawing is the property of Sunsense, Inc. This information is confidential and is to be used only in connection with work described by Sunsense, Inc. No part is to be disclosed to others without written permission from Sunsense Inc. Confidentiality StatementREV.DESCRIPTION DATE Project: Drawing: LABELING AND SIGNAGE Address: Sheet No.PV 3.1 REV. PHOTOVOLTAIC SYSTEM KLEIN RESIDENCE 1.0 1.0 CHK. BYDRN. BY 773 COUNTY ROAD 112 CARBONDALE, CO 81623 07/16/2018 DS JLSheet No.1629 Delores Way, Ste. E, Carbondale, CO 81623 www.sunsensesolar.com 970.963.1420 PERMITSCALE: NOT TO SCALELABELING AND SIGNAGEPV 3.1 Soil Map—Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/18/2018 Page 1 of 34367270436732043673704367420436747043675204367220436727043673204367370436742043674704367520311850311900311950312000312050312100312150312200312250312300 311850 311900 311950 312000 312050 312100 312150 312200 312250 312300 39° 26' 13'' N 107° 11' 11'' W39° 26' 13'' N107° 10' 50'' W39° 26' 2'' N 107° 11' 11'' W39° 26' 2'' N 107° 10' 50'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 0 100 200 400 600 Feet 0 30 60 120 180 Meters Map Scale: 1:2,240 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Survey Area Data: Version 8, Oct 10, 2017 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jul 14, 2010—Mar 2, 2017 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Soil Map—Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/18/2018 Page 2 of 3 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 35 Empedrado loam, 6 to 12 percent slopes 6.2 27.3% 36 Empedrado loam, 12 to 25 percent slopes 11.2 49.2% 106 Tridell-Brownsto stony sandy loams, 12 to 50 percent slopes, extremely stony 5.4 23.5% Totals for Area of Interest 22.9 100.0% Soil Map—Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/18/2018 Page 3 of 3 108 Eighth Street, Suite 401 Glenwood Springs, Colorado 81601 (970) 945-8212 August 17, 2018 Christina Karrh / Dirk Summers Sun Sense Solar PO Box 301 Carbondale, CO 81623 RE: Completeness Review Klein Land Use Change Permit – GAPA-08-18-8668 Dear Mr. Summers and Mrs. Karrh Thank you for your application for a Solar Energy System, Small located at 773 County Road 112, Carbondale, CO 81623. Our completeness review included input from the County Attorney’s Office and has identified several items that need to be addressed or clarified prior to a determination of technical completeness. Please respond to the following items: Legal Issues: 1. Please provide a copy of the deed for the property. 2. Beth Klein needs to sign the application and the authority for Sun Sense to act on the application. Planning Issues: 3. The Grading and Drainage waiver request should be supported by the documents sent as part of the Pre-application Conference Summary. Please confirm that these are for the correct parcel and include them as part of the application. 4. The application responded to the first three standards in Article 7, however the application needs to address all the Standards in Article 7, Divisions 1, 2, and 3, as well as 7-1101. 5. The Impact Analysis is a required submittal please respond to the corresponding section in 4- 203(G). Community Development Department 108 Eighth Street, Suite 401 Glenwood Springs, Colorado 81601 (970) 945-8212 Once the above topics are addressed, we can finalize our completeness review and schedule a date for the Director’s Decision. Please note that the Garfield County Land Use and Development Code requires that the technical completeness issues be resolved within 60-days of the date of this letter. If not resolved in that timeframe, the application will be deemed withdrawn, unless a request for extension is submitted and approved. Please feel free to call or request a follow-up meeting with staff to address any questions you may have regarding the above items. You may reach me at pwaller@garfield-county.com or 970-945-1377 ext. 1580. Sincerely, Patrick Waller Senior Planner Klein Topo Information 13) A narrative response to Article 7 Standards 1, 2, and 3 as well as section 7-1101 7-101. ZONE DISTRICT USE REGULATIONS The Land Use Change shall comply with Article 3, Zoning, including any applicable zone district use restrictions and regulations. Response: The site in question- 773 County Road 112, Carbondale (unincorporated Garfield County), CO 81623- is classified as Rural (R) zoning, as defined in Garfield County Article 3: Zoning, Division 1. General Provisions, 3-101: Establishment of Zone Districts. The definition of Rural zoning classification includes the following: Uses, densities, and standards established for this zone district are intended to protect the existing character of the area from uncontrolled and unmitigated residential, commercial, and industrial use. The zone district provides for the use of natural resources, recreational development, rural residential, and other uses. The addition of the proposed ground-mount solar photovoltaic (PV) system shall be controlled, and by no means unmitigated. The use of the “natural resource” of the sun, as well as a rural residential classification are both consistent with the permitted Rural zoning classification uses as defined above. Existing land uses, as well as the proposed solar PV array, both comply with the lot size, set- back, and height standards as given in Table 3-201: Zone District Dimensions. The project will not conflict with any County frontage requirements as defined in 3-202. General Restrictions and Measurements. The project does not conflict with any provisions as set forth in the following sections: • 3-301: Floodplain Overlay Regulations • 3-302: Drinking Water Constraints Overlay Regulations • 3-303: Airport/Heliport Influence Area Overlay Regulations As classified under Table 3-403: Use Table, the lot’s principal Use Category is Household Living, and the primary Use Type is Dwelling, Single-Unit (Residential Use). The proposed solar PV system addition falls under Use Type Solar Energy System, Small (Rural (R) Residential District). Under Garfield County’s classification system, this is listed as “A,” or as requiring an Administrative Review. 7-102. COMPREHENSIVE PLAN AND INTERGOVERNMENTAL AGREEMENTS. The Land Use Change is in general conformance with the Garfield County Comprehensive Plan and complies with any applicable intergovernmental agreement. Response: The Land Use Change is in general conformance with the Garfield County Comprehensive Plan and complies with any applicable intergovernmental agreement. 7-103. COMPATIBILITY The nature, scale, and intensity of the proposed use are compatible with adjacent land uses. Response: The nature and scale of the proposed use are installation of a 60 module, 21.6 kW ground- mounted solar PV array in the southwestern portion of the property, approximately 70 ft. south- southeast from the existing facility electric service, where grid interconnection will be achieved. There will be 2 rows, each 15 modules (approximately 51 ft.) wide. The combined footprints of the arrays will be approximately 1,144 sq. ft., or 0.47% of the parcel’s 5.6 acre size. At the proposed tilt angle of 35 degrees, height of the arrays will be 8 ft. 6 in. A modestly sized residential array, the proposed array would eliminate the equivalent of approximately 24,880 lb. of carbon dioxide annually. Having been around for several decades commercially, solar PV is an attractive, environmentally beneficial, and commonly accepted part of the modern landscape, both on the residential, as well as commercial, levels. The parcel is surrounded by five (5) adjacent Rural zone-classified parcels, the smallest of which being 5.28 acres, and the largest being 54.7 acres. The shortest distance the project parcel is from the nearest public roadway, County Road 112, is approximately 380 ft. Trees and vegetation to the north, south, and east would obscure the views of the proposed array from the existing neighboring residences. Notice of the proposed array installation shall be sent to the owners of neighboring parcels as well, making them aware of it as well as allowing for comments. There are no watercourses on the project parcel. The landscape trends downhill to the south and southeast. There are no planned landscape modifications, and drainage patterns will not be modified. 14) As appropriate information on the type of solar arrays being utilized and related technical information and infrastructure details. • System size: 21.6 kW (STC) • Interconnection to be made by means of supply-side tap with Ilsco clear taps (or equivalent) at existing 400 A service fused main service disconnect. • System components: o Sixty (60) 360 Watt LG LG-360Q1C-A5 modules o Sixty (60) SolarEdge P370 370 W power optimizers (1 optimizer/module) o Two (2) SolarEdge SE10000H-US 1-phase, 240 V grid-tie inverters (rated 10 kW each) o One (1) 200 A Milbank U9551-RRL PV production meter o One (1) 200 A solar PV fused AC tap disconnect with 110 A fuses (make/model to be determined) o Four (4) Nuance Energy Osprey ground-mount racking systems (Two (2) rows of two (2) adjacent ground-mount racking systems):  Two (2) 2 (modules high, in ‘portrait’ orientation) x 7 (modules wide) units • Each 2 x 7 unit has a 266.2 sq. ft. footprint.  Two (2) 2 (modules high, in ‘portrait’ orientation) x 8 (modules wide) units • Each 2 x 8 unit has a 305.6 sq. ft. footprint.  Each unit anchored by four (4) Earth Anchors or Rock Anchors (as appropriate for given terrain)  Units are engineered up to 150 mph (ASCE 7-10) wind loads, and snow loads up to 70 psf.  Following system installation, pull-out tests performed and results sent to Nuance Energy for engineering analysis and exact performance specifications. Please see attached product technical specification sheets, engineering test results, electrical line diagram, and product installation manuals. 1122334455667788AABBCCDDANGULAR.X ± .1.XX ± .01.XXX ± .005 ± 0.25° MACHINED FILLET RADII .38-1.27 (.015-.050) BREAK ALL SHARP EDGES .2-.8 (.01-.03) RADII OR 45°. UNLESS OTHERWISE NOTED. SURFACE FINISH IN MICRO INCHES. INTERPRETDRAWING PER ASME Y14.5, ASME Y14.36 AND ASME A2.4 STANDARDSGENERAL TOLERANCESDECIMALSNAMEDATEDEVELOP.APPROV.8/31/2017RAYMOND SILVERJONO STEVENSPROPRIETARY AND CONFIDENTIAL:THE INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF NUANCE ENERGY GROUP INC. ANY REPRODUCTION IN PART OR WHOLE WITHOUT WRITTEN PERMISSION IS PROHIBITED. © COPYRIGHT 2017. ALL RIGHTS RESERVED.8/31/2017MATERIAL: STEEL PLATE 50 ksi MINIMUM YIELD G90 FINISHTITLE 60 Cell Array - 35°SHEET 1 OF 1 PART NO OSP-60c-2x8-HybridUNITS: INCHES102.04 (128 max)96.8125.54 (52 max)23.88 (50 max)109.7050.5035° ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis STRUCTURAL DOCUMENTATION PACKET PROJECT: Osprey PowerPlatform® Solar Ground Mount Comprehensive Racking Analysis State of Colorado CLIENT: Nuance Energy Group, Inc. 501 Cedar St. Suite E Santa Cruz, CA 95060 PREPARED BY: Matthew B. Gilliss, P.E., LEED AP Engineered Power Solutions 11 /21/17 DATE: 11 /21/17 PROJECT NUMBER: 17-NEG003 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis T.2 – Table of Contents T.0 – PROJECT GENERAL INFORMATION T.1 – Title Page T.2 – Table of Contents 1.0 – RESULTS & SCOPE OF WORK 1.1 – Overview of Analysis & Results 1.2 – General Notes and Structural Specifications 2.0 – UNIT TYPES 3.0 – SUMMARY TABLES 3.1 – Summary Table Notes 4.0 – GRAVITY AND LATERAL CALCULATIONS 4.1 – Site Design Parameters 4.2 – Ground Mount Design Loads 4.2.1 – Dead Loads 4.2.2 – Snow Loads 4.2.3 – Wind Loads 4.2.4 – Seismic Loads 4.3 – Ground Mount Framing Analysis 4.4 – Connections 4.5 – Post Reactions APPENDIX – Product Image (For Reference Only) Page 2 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis 1.0 – RESULTS & SCOPE OF WORK 1.1 – Overview of Analysis & Results  Governing Building Code: International Building Code (IBC) o Compatible with the 2015, 2012, and 2009 versions. o Referencing the Minimum Design Loads for Buildings and Other Structures by the American Society of Civil Engineers (ASCE 7). Design compatible with the 2010 and 2005 versions (ASCE 7-10 and 7-05).  Project Description: The project consists of the structural analysis of a ground mounted photovoltaic (PV) racking structure based on a number of set design conditions as listed in this packet. The Osprey racking structure consists of steel racking components which support between (10) and (16) PV modules. The racking structure resists wind uplift loads using a combination of self-weight and Earth Anchors (provided by others) embedded into the ground. Nuance Energy Group has hired Engineered Power Solutions (EPS) to address the structural design of the racking components, connections, and to determine the design loads required to be resisted by the earth anchors. This packet provides a summary of the acceptable conditions and parameters based on the structural analysis for each of the design parameters and combinations listed in the design charts in Section 3.0 of this packet. Page 3 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis  Specific Design Requirements and Features of the Osprey PowerPlatform® o Each specific project shall be reviewed by EPS and the Engineer of Record (EOR) to ensure the site specific design conditions (wind speed, exposure, snow load, seismic accelerations, etc.) are within the scope of this packet. EPS and the EOR shall also review the tested earth anchor load results for each specific project. An approval memo for each specific project shall be submitted by EPS (stamped and signed by the EOR) to validate the use of this packet. This packet is not valid without a site specific approval memo. o Risk Category: The Osprey Unit is a ground mounted, non-building, non- habitable monoslope rack used to support solar PV modules. It is reasonable to conclude that it represents a lower hazard to human life in the event of failure than a habitable building such as a storage facility or agricultural barn, both of which are defined as Risk Category I structures per Table 1604.5 of the IBC. It is also to be noted that these units are typically used to offset power costs to an accessory structure (residence, commercial building, etc.) but that the accessory structure is not dependent on the Osprey Units for power and would not experience a loss of power/function if the units were to be impaired. Therefore, the Osprey Unit is considered a Risk Category I structure unless required otherwise (in writing) by the building official or if another structure would experience a loss of function due to a failure of the units to produce power. However, these tables can be used considering the unit as a Risk Category II structure at the digression of the EOR. See Site Specific Memo for details. Page 4 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis o Module Sizes: The analysis in this packet is based on standard 72 cell modules which have a size of approximately 77” x 39”. The unit size tables provided can also be used for 60 cell modules (66” x 39”) and SunPower X- Series modules (61” x 41”), since both of those have less area and therefore would be conservative. Note that separate 60 cell module earth anchor test loads have been provided in the table based on the smaller module size and these will also conservatively apply for the SunPower X-Series modules. o Earth Anchors: The Osprey Unit does not use conventional concrete foundations or steel piles but instead relies on earth anchors to resist uplift and lateral loads imposed by wind and seismic forces. Earth anchors consist of a steel anchor “foot” portion attached to a steel cable and work in a similar manner to toggle bolts by being driven into the ground then put in tension which causes the foot to rotate laterally engaging the soil around it. The resistance to tension loads is from both the weight of the soil above it and the internal friction of the soil. Because the anchor capacity is dependent on the soil capacity at that specific location, each anchor is required to be load tested to ensure sufficient capacity. This is similar to a ground screw or helical pier both of which are widely used for solar ground mount applications. Page 5 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis o Geotechnical Report: A geotechnical report is not required for the Osprey Unit since there are no soil design values that a geotechnical report would provide that would assist in determining the capacity of the earth anchor. All earth anchors are required to be load tested in order to ensure their capacity and their capacity shall not be based on any theoretical values provided by a Geotechnical Report. All anchors are tested to at least 150% (factor of safety of 1.5 based on the exception of IBC Section 1810.3.3.1.5) higher than the worst-case calculated design load at each anchor location (see summary tables for Required Earth Anchor Test Loads). Compression loads are resisted over the baseplate area with the soil compressive capacity being conservatively based on worst-case Class 5 soils from IBC Table 1806.2 (minimum vertical pressure of 1500 psf). See the Summary Tables for Minimum Required Baseplate Size for required baseplate sizes. o Special Inspection: “Special Inspections” as defined in Chapter 17 of the IBC is not required for the Osprey Unit or earth anchors per the Exemptions listed in Section 1704.2 unless required otherwise (in writing) by the building official. However, the earth anchor test load results are required to be reviewed and approved by a 3rd party licensed engineer to ensure they are within the required test loads listed in the tables in this packet. The earth anchors shall be tested in accordance with the testing equipment and instructions provided by Nuance. The EOR shall provide a stamped and signed approval memo, which includes the earth anchor test load results for each specific project, upon completion of the installation. This can be provided to the governing jurisdiction upon request. Page 6 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis o Lateral Loads: The Osprey Unit resists lateral loads imposed by wind and seismic through the earth anchors which are installed at angles to allow them to resist both uplift and lateral components. The typical angle each anchor is installed at is shown below and the installation process and requirements are detailed in the installation manual (per Nuance). This ensures that multiple anchors will be engaged from lateral forces in any direction. The Required Earth Anchor Test Loads listed in the Summary Tables take into account the combined worst-case tension loads on each anchor (back legs and front legs) from both uplift and lateral loads from the governing load cases based on an envelope solution of all applicable load cases. See Section 4.4 for additional anchorage information. The Figure Above is a Plan View of the Osprey Unit with the Direction of the Driven Earth Anchors Shown. Earth Anchors are Angled in Specific Directions to Ensure Lateral Resistance from Wind and Seismic Loads in Any Direction. Page 7 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis When multiple anchors are required at a single baseplate, the orientation of the anchors shall be shown below. See the “Required Earth Anchor Test Loads” tables in Section 3.0 for the minimum number of anchors required at each baseplate for each tilt and loading conditions. The Figure Above is a Plan View of the Osprey Unit with the Direction of the Driven Earth Anchors Shown for when Multiple Anchors are Required at Each Baseplate. Earth Anchors are Angled in Specific Directions to Ensure Lateral Resistance from Wind and Seismic Loads in Any Direction. Page 8 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis Scope of Work: The solar designer (Nuance Energy Group) has hired EPS to address the following structural items: o Determination of the structural requirements for the Osprey racking system according to the governing building code (International Building Code (IBC) and ASCE 7) and based on the following parameters:  15° to 45° Racking Tilt Angle  Extendable leg range of 21” (min.) to 45” (max.)  Risk (Occupancy) Category I Structure  Design Wind Speeds as defined in the Summary Charts (Typical ASCE 7-10 or 7-05 (3) second gust wind speeds)  Wind Exposure Category “C”  No Topographic Features (Kzt = 1.00)  Ground Snow Loads (pg) as defined in the Summary Charts  Seismic acceleration factor SDS equal to 1.000g or less. o Structural design of the racking components for the rack and chassis. o Racking connection loads and capacities. o Post reaction loads to be used to determine the requirements of the earth anchors. o General Notes and Structural Specifications. Page 9 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis  Results: EPS has determined that if the Osprey racking system is built in accordance with the requirements given in Nuance Energy Group’s drawings (REV 1), Nuance’s installation instructions, and the summary tables/requirements listed in this packet, then the ground mounted racking system will be structurally adequate to support the imposed design loads listed in the summary tables of this packet. EPS shall supply an approval memo, stamped and signed by a licensed Professional Engineer (P.E.), for each individual project confirming the application of this packet to the project under consideration. This packet is not valid without the site specific approval memo. Page 10 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis  Limitations and Assumptions: Any projects with site specific design parameters (wind, snow, seismic, etc.) that are not within the ranges listed in this packet are not covered under this generic analysis and must be addressed with a separate site specific packet/memo (not included). EPS must be immediately notified in writing if existing soils conditions, ground slopes, etc. differ in any way from the conditions noted in this packet. Any changes to the installation requirements given in this packet and/or structural drawings must be approved in writing by EPS and the EOR prior to implementation. All non-structural issues including but not limited to waterproofing, corrosion protection, site slope stability, erosion, electrical, and mechanical issues are not the responsibility of EPS and must be addressed by the solar designer, installer, and/or owner before PV installation begins. EPS does not specialize in corrosion engineering and therefore does not address corrosion protection of any component of the structure and earth anchors. Corrosion protection is by others. Each specific project shall be reviewed by EPS and the EOR to ensure the site specific design conditions (wind speed, exposure, snow load, seismic accelerations, etc.) are within the scope of this packet. EPS and the EOR shall also review the tested earth anchor load results for each specific project. An approval memo for each project shall be submitted by EPS (stamped and signed by the EOR). This packet addresses the structural design of the Osprey Racking System for the conditions listed only. The design loads required to be achieved by the earth anchors are provided in this packet but it is the responsibility of the installer to ensure that the anchors are able to achieve the required design loads. Page 11 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis 1.2 – General Notes and Structural Specifications  General Notes: o The purpose of this structural documentation packet is to provide the items listed in the scope of work with a minimum level of resistance to the code prescribed forces (gravity and lateral) based on the requirements given in the governing building code. o This packet is part of the construction documents and should be referenced during construction. o The contractor is responsible for construction means and methods and the safety of personnel on site. The PV racking engineer (EPS) and the EOR does not have control of site procedures and construction means and methods and therefore is not responsible for those means and methods and/or site safety. o Any changes to the approved plans and details for any reason must have written approval of the EOR before being implemented. o All inspection reports (if required by the jurisdiction) filed by a building official or special inspector shall be provided to the Engineer of Record. o See the “Limitations and Assumptions” in section 1.1 for additional requirements. o All drawings and details are not to be scaled. Page 12 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis  Material Specifications: o All steel racking components (C-purlins, connection hardware, baseplates, and the posts) are to have minimum yield strengths as specified in Nuance Energy Group’s ground mount component drawings but at a minimum shall have a yield strength of at least 50 ksi unless noted otherwise. o All 1-5/8” wide strut components (rails and braces) shall have minimum yield strength of 80 ksi. o All cable braces are to be 3/16” diameter minimum and have a minimum yield stress of 36 ksi. o All posts shall consist of a telescoping tube steel assembly (by others) with the largest tube portion consisting of 2.3”x2.3” steel tube, the middle section consisting of a 2”x2” steel tube and the smallest consisting of a 1.8”x1.8” steel tube. All post leg steel sections shall be 12 ga. min. (0.105” thick) and shall have a yield strength of 50 ksi minimum. o All Bolts shall be 3/8” diameter A325 (grade 5) unless noted otherwise. o All Connection hardware (clips, brackets, etc.) shall be 12 ga. min. (0.105” thick) and shall have a yield strength of 50 ksi minimum. o Earth anchors shall consist of the 68-DBD-II anchor and 3/16” Stainless Steel cable (min. breaking tensile strength = 3700 lbs.) as detailed in the Appendix of this packet. o All racking components (including the connection hardware, baseplates, earth anchors, etc.) are to be protected against corrosion to ensure the project lasts the warrantied life of the system as designed by Nuance. (Corrosion protection is not the responsibility of EPS and shall be addressed by Nuance or others). This Structural Documentation Packet is the property of EPS and shall not be used on any project other than the one referenced on the title sheet without written approval from the Engineer of Record. Page 13 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis 2.0 – UNIT TYPES Page 14 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis 2x8 Osprey Unit *Note that a 2”x6” Chassis Rail C-purlin is an acceptable substitute for all Unit Types as it is conservative to use in place of the designed 2”x4” Chassis Rail C-purlin. The gauge thickness shall match the Chassis Rail gauge listed above. Page 15 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis 2x7 Osprey Unit *Note that a 2”x6” Chassis Rail C-purlin is an acceptable substitute for all Unit Types as it is conservative to use in place of the designed 2”x4” Chassis Rail C-purlin. The gauge thickness shall match the Chassis Rail gauge listed above. Page 16 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis 2x6 Osprey Unit Standard and HD Units Have (4) Posts HD+ and XHD Units Have (6) Posts *Note that a 2”x6” Chassis Rail C-purlin is an acceptable substitute for all Unit Types as it is conservative to use in place of the designed 2”x4” Chassis Rail C-purlin. The gauge thickness shall match the Chassis Rail gauge listed above. Page 17 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis 2x5 Osprey Unit *Note that a 2”x6” Chassis Rail C-purlin is an acceptable substitute for all Unit Types as it is conservative to use in place of the designed 2”x4” Chassis Rail C-purlin. The gauge thickness shall match the Chassis Rail gauge listed above Page 18 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis 3.0 – SUMMARY TABLES Page 19 Osprey Unit Types:STD : Standard HD+: Heavy Duty Plus HD : Heavy Duty XHD : Extra Heavy Duty ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH STD STD HD HD+ - - - - 110 MPH 85 MPH STD HD HD+HD+---- 115 MPH 89 MPH STD HD HD+XHD ---- 120 MPH 93 MPH HD HD HD+----- 130 MPH 100 MPH HD HD HD+----- 150 MPH 116 MPH XHD XHD ------ ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH STD STD HD+HD+ - - - - 110 MPH 85 MPH STD STD HD+HD+---- 115 MPH 89 MPH STD HD HD+XHD ---- 120 MPH 93 MPH HD HD HD+----- 130 MPH 100 MPH HD HD HD+----- 150 MPH 116 MPH XHD XHD ------ ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH STD STD HD HD+HD+ - - - 110 MPH 85 MPH STD STD HD HD+---- 115 MPH 89 MPH STD HD HD HD+---- 120 MPH 93 MPH HD HD HD+HD+---- 130 MPH 100 MPH HD HD+HD+XHD ---- 150 MPH 116 MPH -------- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH STD STD HD HD HD+ - - - 110 MPH 85 MPH HD HD HD HD+HD+--- 115 MPH 89 MPH HD HD HD HD+---- 120 MPH 93 MPH HD HD HD+HD+---- 130 MPH 100 MPH XHD XHD XHD XHD ---- 150 MPH 116 MPH -------- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification 21° TILTDesign Wind Speed (V)Ground Snow Load (pg) OSPREY POWER PLATFORM® 2x8Unit Size: 72 & 60 Cell Module Unit Types Summary Tables For:15° TILT18° TILTDesign Wind Speed (V)Ground Snow Load (pg) Design Wind Speed (V)Ground Snow Load (pg)25° TILTDesign Wind Speed (V)Ground Snow Load (pg) Page 20 Osprey Unit Types:STD : Standard HD+: Heavy Duty Plus HD : Heavy Duty XHD : Extra Heavy Duty ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH HD HD HD HD HD+HD+ - - 110 MPH 85 MPH HD HD HD HD HD+XHD -- 115 MPH 89 MPH HD HD HD HD+XHD XHD -- 120 MPH 93 MPH HD HD HD XHD XHD XHD -- 130 MPH 100 MPH XHD XHD XHD XHD XHD --- 150 MPH 116 MPH -------- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH HD HD HD HD HD+HD+XHD XHD 110 MPH 85 MPH HD HD HD HD HD+HD+XHD - 115 MPH 89 MPH HD+HD+HD+HD+HD+HD+XHD - 120 MPH 93 MPH XHD XHD XHD XHD XHD XHD -- 130 MPH 100 MPH XHD XHD XHD XHD XHD --- 150 MPH 116 MPH -------- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH HD+HD+HD+HD+HD+HD+HD+HD+ 110 MPH 85 MPH XHD XHD XHD XHD XHD XHD XHD XHD 115 MPH 89 MPH XHD XHD XHD XHD XHD XHD XHD - 120 MPH 93 MPH XHD XHD XHD XHD XHD XHD -- 130 MPH 100 MPH -------- 150 MPH 116 MPH -------- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x8 72 & 60 Cell Module Unit Types 45° TILTDesign Wind Speed (V)Ground Snow Load (pg)30° TILTDesign Wind Speed (V)Ground Snow Load (pg)35° TILTDesign Wind Speed (V)Ground Snow Load (pg) Page 21 *All load values shown are in lbs. unless noted otherwise. Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 1300 1 700 1 1200 1 700 1 110 MPH 85 MPH 1600 1 900 1 1400 1 800 1 115 MPH 89 MPH 1700 1 1000 1 1500 1 800 1 120 MPH 93 MPH 1900 1 1100 1 1600 1 900 1 130 MPH 100 MPH 2200 1 1200 1 1900 1 1100 1 150 MPH 116 MPH 2900 2 1600 1 2500 1 1400 1 Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 1600 1 800 1 1400 1 700 1 110 MPH 85 MPH 1900 1 1000 1 1600 1 800 1 115 MPH 89 MPH 2100 1 1000 1 1800 1 900 1 120 MPH 93 MPH 2200 1 1100 1 1900 1 1000 1 130 MPH 100 MPH 2600 2 1300 1 2300 1 1100 1 150 MPH 116 MPH 3500 2 1800 1 3000 2 1500 1 Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 1800 1 900 1 1500 1 800 1 110 MPH 85 MPH 2100 1 1100 1 1800 1 900 1 115 MPH 89 MPH 2300 1 1200 1 2000 1 1000 1 120 MPH 93 MPH 2500 1 1300 1 2200 1 1100 1 130 MPH 100 MPH 3000 2 1500 1 2600 2 1300 1 150 MPH 116 MPH -------- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification ASCE 7-10 ASCE 7-05 Back Legs Front Legs Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x8 Required Earth Anchor Test Loads Design Wind Speed (V)72 Cell Modules 60 Cell Modules Back Legs Front Legs 15° TILT21° TILTDesign Wind Speed (V) Front Legs18° TILT72 Cell Modules 60 Cell Modules ASCE 7-10 ASCE 7-05 Back Legs Front Legs Back Legs 72 Cell Modules 60 Cell Modules ASCE 7-10 ASCE 7-05 Back Legs Front Legs Back Legs Front Legs Design Wind Speed (V) Page 22 *All load values shown are in lbs. unless noted otherwise. Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 2000 1 900 1 1700 1 800 1 110 MPH 85 MPH 2400 1 1100 1 2100 1 900 1 115 MPH 89 MPH 2600 2 1200 1 2300 1 1000 1 120 MPH 93 MPH 2900 2 1300 2 2500 2 1100 2 130 MPH 100 MPH 3300 2 1500 2 2900 2 1300 2 150 MPH 116 MPH -------- Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 2200 1 900 1 1900 1 800 1 110 MPH 85 MPH 2600 2 1100 2 2200 1 900 1 115 MPH 89 MPH 2900 2 1200 2 2500 2 1000 2 120 MPH 93 MPH 3100 2 1300 2 2700 2 1100 2 130 MPH 100 MPH 3600 2 1500 2 3100 2 1300 2 150 MPH 116 MPH -------- Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 2200 2 800 2 1900 1 700 1 110 MPH 85 MPH 2600 2 1000 2 2300 1 800 1 115 MPH 89 MPH 2900 2 1000 2 2500 2 900 2 120 MPH 93 MPH 3100 2 1100 2 2700 2 1000 2 130 MPH 100 MPH 3700 2 1300 2 3200 2 1100 2 150 MPH 116 MPH -------- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification 35° TILTDesign Wind Speed (V)72 Cell Modules 60 Cell Modules Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x8 Required Earth Anchor Test Loads 30° TILTBack Legs Front Legs Back Legs25° TILTDesign Wind Speed (V)72 Cell Modules Front Legs Design Wind Speed (V)72 Cell Modules 60 Cell Modules ASCE 7-10 ASCE 7-05 Back Legs Front Legs Back Legs Front Legs ASCE 7-10 ASCE 7-05 60 Cell Modules ASCE 7-10 ASCE 7-05 Back Legs Front Legs Back Legs Front Legs Page 23 *All load values shown are in lbs. unless noted otherwise. Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 2400 2 700 2 2000 2 700 2 110 MPH 85 MPH 2900 2 700 2 2500 2 700 2 115 MPH 89 MPH 3100 2 700 2 2700 2 700 2 120 MPH 93 MPH 3400 2 800 2 2900 2 700 2 130 MPH 100 MPH -------- 150 MPH 116 MPH -------- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification 45° TILTDesign Wind Speed (V)72 Cell Modules 60 Cell Modules ASCE 7-10 ASCE 7-05 Back Legs Front Legs Back Legs Front Legs Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x8 Required Earth Anchor Test Loads Page 24 *All Values Shown are in inches unless noted otherwise. ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 45 36 36 36 - - - - 110 MPH 85 MPH 36 36 36 36 ---- 115 MPH 89 MPH 33 33 33 30 ---- 120 MPH 93 MPH 33 33 33 ----- 130 MPH 100 MPH 30 30 30 ----- 150 MPH 116 MPH 27 27 ------ ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 42 36 36 36 - - - - 110 MPH 85 MPH 36 36 36 36 ---- 115 MPH 89 MPH 33 33 33 30 ---- 120 MPH 93 MPH 33 33 33 ----- 130 MPH 100 MPH 30 30 30 ----- 150 MPH 116 MPH 27 27 ------ ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 36 36 36 36 36 - - - 110 MPH 85 MPH 33 33 33 33 ---- 115 MPH 89 MPH 30 33 33 33 ---- 120 MPH 93 MPH 27 27 27 27 ---- 130 MPH 100 MPH 27 27 27 27 ---- 150 MPH 116 MPH -------- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 27 27 33 33 33 - - - 110 MPH 85 MPH 24 24 30 30 30 --- 115 MPH 89 MPH 27 27 27 27 ---- 120 MPH 93 MPH 27 27 27 27 ---- 130 MPH 100 MPH 27 27 27 27 ---- 150 MPH 116 MPH -------- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x8 Maximum Allowable Leg Heights 15° TILTDesign Wind Speed (V)Ground Snow Load (pg)18° TILTDesign Wind Speed (V)Ground Snow Load (pg)25° TILTDesign Wind Speed (V)Ground Snow Load (pg)21° TILTDesign Wind Speed (V)Ground Snow Load (pg) Page 25 *All Values Shown are in inches unless noted otherwise. ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 24 24 24 30 30 30 - - 110 MPH 85 MPH 27 27 27 27 27 27 -- 115 MPH 89 MPH 24 24 24 27 27 27 -- 120 MPH 93 MPH 21 21 21 24 24 24 -- 130 MPH 100 MPH 24 24 24 24 24 --- 150 MPH 116 MPH -------- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 27 27 27 27 27 27 27 27 110 MPH 85 MPH 24 24 24 24 24 24 24 - 115 MPH 89 MPH 21 21 21 21 21 21 24 - 120 MPH 93 MPH 24 24 24 24 24 24 -- 130 MPH 100 MPH 21 21 21 21 21 --- 150 MPH 116 MPH -------- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 24 24 24 24 24 24 24 24 110 MPH 85 MPH 24 24 24 24 24 24 24 24 115 MPH 89 MPH 21 21 21 21 21 21 21 - 120 MPH 93 MPH 21 21 21 21 21 21 -- 130 MPH 100 MPH -------- 150 MPH 116 MPH -------- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification 30° TILTDesign Wind Speed (V)Ground Snow Load (pg) Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x8 Maximum Allowable Leg Heights 35° TILTDesign Wind Speed (V)Ground Snow Load (pg)45° TILTDesign Wind Speed (V)Ground Snow Load (pg) Page 26 *All Values Shown are in inches unless noted otherwise and assume a square baseplate. ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 12 12 16 16 - - - - 110 MPH 85 MPH 12 16 16 16 ---- 115 MPH 89 MPH 12 16 16 16 ---- 120 MPH 93 MPH 16 16 16 ----- 130 MPH 100 MPH 16 16 16 ----- 150 MPH 116 MPH 18 18 ------ ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 12 16 16 16 - - - - 110 MPH 85 MPH 12 16 16 16 ---- 115 MPH 89 MPH 12 16 16 16 ---- 120 MPH 93 MPH 16 16 16 ----- 130 MPH 100 MPH 16 16 16 ----- 150 MPH 116 MPH 18 18 ------ ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 12 16 16 16 16 - - - 110 MPH 85 MPH 12 16 16 16 ---- 115 MPH 89 MPH 16 16 16 16 ---- 120 MPH 93 MPH 16 16 16 18 ---- 130 MPH 100 MPH 16 16 18 18 ---- 150 MPH 116 MPH -------- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 12 16 16 16 16 - - - 110 MPH 85 MPH 16 16 16 16 18 --- 115 MPH 89 MPH 16 16 16 16 ---- 120 MPH 93 MPH 16 16 16 18 ---- 130 MPH 100 MPH 16 16 18 18 ---- 150 MPH 116 MPH -------- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x8 Minimum Required Baseplate Size 15° TILTDesign Wind Speed (V)Ground Snow Load (pg)18° TILTDesign Wind Speed (V)Ground Snow Load (pg)25° TILTDesign Wind Speed (V)Ground Snow Load (pg)21° TILTDesign Wind Speed (V)Ground Snow Load (pg) Page 27 *All Values Shown are in inches unless noted otherwise and assume a square baseplate. ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 16 16 16 16 18 18 - - 110 MPH 85 MPH 16 16 16 16 18 18 -- 115 MPH 89 MPH 16 16 16 16 18 18 -- 120 MPH 93 MPH 16 16 16 18 18 18 -- 130 MPH 100 MPH 16 16 18 18 18 --- 150 MPH 116 MPH -------- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 16 16 16 16 16 18 18 18 110 MPH 85 MPH 16 16 16 16 16 18 18 - 115 MPH 89 MPH 16 16 16 16 18 18 18 - 120 MPH 93 MPH 16 16 16 16 18 18 -- 130 MPH 100 MPH 16 16 16 18 18 --- 150 MPH 116 MPH -------- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 16 16 16 16 16 16 18 18 110 MPH 85 MPH 16 16 16 16 16 16 18 18 115 MPH 89 MPH 16 16 16 16 16 18 18 - 120 MPH 93 MPH 16 16 16 16 18 18 -- 130 MPH 100 MPH -------- 150 MPH 116 MPH -------- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification 30° TILTDesign Wind Speed (V)Ground Snow Load (pg) Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x8 Minimum Required Baseplate Size 35° TILTDesign Wind Speed (V)Ground Snow Load (pg)45° TILTDesign Wind Speed (V)Ground Snow Load (pg) Page 28 Osprey Unit Types:STD : Standard HD+: Heavy Duty Plus HD : Heavy Duty XHD : Extra Heavy Duty ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH STD STD HD HD+XHD - - - 110 MPH 85 MPH STD STD HD HD+---- 115 MPH 89 MPH STD HD HD HD+---- 120 MPH 93 MPH STD HD HD+HD+---- 130 MPH 100 MPH HD HD HD+----- 150 MPH 116 MPH XHD XHD XHD ----- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH STD STD HD HD+HD+ - - - 110 MPH 85 MPH STD STD HD HD+HD+--- 115 MPH 89 MPH STD STD HD HD+---- 120 MPH 93 MPH STD HD HD HD+---- 130 MPH 100 MPH HD HD HD+HD+---- 150 MPH 116 MPH XHD XHD XHD ----- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH STD STD HD HD HD+ - - - 110 MPH 85 MPH STD STD HD HD+HD+--- 115 MPH 89 MPH STD STD HD HD+---- 120 MPH 93 MPH STD HD HD HD+---- 130 MPH 100 MPH HD HD HD+HD+---- 150 MPH 116 MPH XHD XHD XHD ----- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH STD STD STD HD HD+HD+ - - 110 MPH 85 MPH STD STD HD HD HD+HD+-- 115 MPH 89 MPH HD HD HD HD+HD+--- 120 MPH 93 MPH HD HD HD HD+HD+--- 130 MPH 100 MPH HD HD HD XHD XHD --- 150 MPH 116 MPH -------- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x7 72 & 60 Cell Module Unit Types 15° TILTDesign Wind Speed (V)Ground Snow Load (pg)18° TILTDesign Wind Speed (V)Ground Snow Load (pg)21° TILTDesign Wind Speed (V)Ground Snow Load (pg)25° TILTDesign Wind Speed (V)Ground Snow Load (pg) Page 29 Osprey Unit Types:STD : Standard HD+: Heavy Duty Plus HD : Heavy Duty XHD : Extra Heavy Duty ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH HD HD HD HD HD+HD+HD+HD+ 110 MPH 85 MPH HD HD HD HD HD+HD+HD+HD+ 115 MPH 89 MPH HD HD HD HD HD+HD+HD+HD+ 120 MPH 93 MPH XHD XHD XHD XHD XHD XHD XHD XHD 130 MPH 100 MPH XHD XHD XHD XHD XHD XHD XHD - 150 MPH 116 MPH -------- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH HD HD HD HD HD HD+HD+HD+ 110 MPH 85 MPH HD HD HD HD HD HD+HD+HD+ 115 MPH 89 MPH XHD XHD XHD XHD XHD XHD XHD XHD 120 MPH 93 MPH XHD XHD XHD XHD XHD XHD XHD XHD 130 MPH 100 MPH XHD XHD XHD XHD XHD XHD XHD XHD 150 MPH 116 MPH -------- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH HD+HD+HD+HD+HD+HD+HD+HD+ 110 MPH 85 MPH XHD XHD XHD XHD XHD XHD XHD XHD 115 MPH 89 MPH XHD XHD XHD XHD XHD XHD XHD XHD 120 MPH 93 MPH XHD XHD XHD XHD XHD XHD XHD XHD 130 MPH 100 MPH -------- 150 MPH 116 MPH -------- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x7 72 & 60 Cell Module Unit Types 35° TILTDesign Wind Speed (V)Ground Snow Load (pg)45° TILTDesign Wind Speed (V)Ground Snow Load (pg)30° TILTDesign Wind Speed (V)Ground Snow Load (pg) Page 30 *All load values shown are in lbs. unless noted otherwise. Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 1200 1 700 1 1000 1 700 1 110 MPH 85 MPH 1400 1 800 1 1200 1 700 1 115 MPH 89 MPH 1500 1 900 1 1300 1 800 1 120 MPH 93 MPH 1700 1 900 1 1400 1 800 1 130 MPH 100 MPH 1900 1 1100 1 1700 1 900 1 150 MPH 116 MPH 2600 2 1400 1 2200 1 1200 1 Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 1300 1 800 1 1100 1 700 1 110 MPH 85 MPH 1600 1 900 1 1400 1 800 1 115 MPH 89 MPH 1700 1 1000 1 1500 1 900 1 120 MPH 93 MPH 1900 1 1100 1 1600 1 900 1 130 MPH 100 MPH 2200 1 1300 1 1900 1 1100 1 150 MPH 116 MPH 2900 2 1700 1 2500 1 1400 1 Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 1500 1 800 1 1300 1 700 1 110 MPH 85 MPH 1800 1 1000 1 1600 1 800 1 115 MPH 89 MPH 2000 1 1100 1 1700 1 900 1 120 MPH 93 MPH 2200 1 1200 1 1900 1 1000 1 130 MPH 100 MPH 2600 2 1400 1 2200 1 1200 1 150 MPH 116 MPH 3400 2 1800 1 2900 2 1500 1 *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification 15° TILTDesign Wind Speed (V)72 Cell Modules 60 Cell Modules ASCE 7-10 ASCE 7-05 Back Legs Front Legs Back Legs Front Legs Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x7 Required Earth Anchor Test Loads 18° TILTDesign Wind Speed (V)72 Cell Modules 60 Cell Modules ASCE 7-10 ASCE 7-05 Back Legs Front Legs Back Legs Front Legs 21° TILTDesign Wind Speed (V)72 Cell Modules 60 Cell Modules ASCE 7-10 ASCE 7-05 Back Legs Front Legs Back Legs Front Legs Page 31 *All load values shown are in lbs. unless noted otherwise. Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 1700 1 800 1 1500 1 700 1 110 MPH 85 MPH 2100 1 1000 1 1800 1 900 1 115 MPH 89 MPH 2300 1 1100 1 1900 1 900 1 120 MPH 93 MPH 2500 1 1200 1 2100 1 1000 1 130 MPH 100 MPH 2900 2 1400 1 2500 1 1200 1 150 MPH 116 MPH -------- Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 1900 1 800 1 1600 1 700 1 110 MPH 85 MPH 2300 1 1000 1 1900 1 900 1 115 MPH 89 MPH 2500 1 1100 1 2100 1 900 1 120 MPH 93 MPH 2700 2 1200 2 2300 1 1000 1 130 MPH 100 MPH 3100 2 1400 2 2700 2 1200 2 150 MPH 116 MPH -------- Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 1900 1 700 1 1600 1 700 1 110 MPH 85 MPH 2300 1 900 1 2000 1 800 1 115 MPH 89 MPH 2500 2 1000 2 2100 1 800 1 120 MPH 93 MPH 2700 2 1000 2 2300 2 900 2 130 MPH 100 MPH 3200 2 1200 2 2700 2 1100 2 150 MPH 116 MPH -------- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x7 Required Earth Anchor Test Loads 25° TILTDesign Wind Speed (V)72 Cell Modules 60 Cell Modules ASCE 7-10 ASCE 7-05 Back Legs Front Legs Back Legs Front Legs 30° TILTDesign Wind Speed (V)72 Cell Modules 60 Cell Modules ASCE 7-10 ASCE 7-05 Back Legs Front Legs Back Legs Front Legs 35° TILTDesign Wind Speed (V)72 Cell Modules 60 Cell Modules ASCE 7-10 ASCE 7-05 Back Legs Front Legs Back Legs Front Legs Page 32 *All load values shown are in lbs. unless noted otherwise. Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 2000 2 700 2 1800 1 700 1 110 MPH 85 MPH 2500 2 700 2 2100 2 700 2 115 MPH 89 MPH 2700 2 700 2 2300 2 700 2 120 MPH 93 MPH 2900 2 700 2 2500 2 700 2 130 MPH 100 MPH -------- 150 MPH 116 MPH -------- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification 45° TILTDesign Wind Speed (V)72 Cell Modules 60 Cell Modules ASCE 7-10 ASCE 7-05 Back Legs Front Legs Back Legs Front Legs Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x7 Required Earth Anchor Test Loads Page 33 *All Values Shown are in inches unless noted otherwise. ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 45 39 39 39 27 - - - 110 MPH 85 MPH 42 39 36 36 ---- 115 MPH 89 MPH 39 36 36 33 ---- 120 MPH 93 MPH 39 39 36 33 ---- 130 MPH 100 MPH 39 39 36 ----- 150 MPH 116 MPH 30 30 27 ----- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 42 42 39 39 33 - - - 110 MPH 85 MPH 39 39 36 36 30 --- 115 MPH 89 MPH 39 39 36 36 ---- 120 MPH 93 MPH 36 36 36 36 ---- 130 MPH 100 MPH 33 33 33 30 ---- 150 MPH 116 MPH 27 27 27 ----- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 39 39 36 36 36 - - - 110 MPH 85 MPH 36 36 36 36 36 --- 115 MPH 89 MPH 33 33 36 36 ---- 120 MPH 93 MPH 33 33 33 33 ---- 130 MPH 100 MPH 30 30 30 30 ---- 150 MPH 116 MPH 27 27 27 ----- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 33 33 33 33 33 33 - - 110 MPH 85 MPH 30 30 33 33 33 33 -- 115 MPH 89 MPH 30 30 30 30 30 --- 120 MPH 93 MPH 30 30 30 30 30 --- 130 MPH 100 MPH 24 24 24 27 27 --- 150 MPH 116 MPH -------- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x7 Maximum Allowable Leg Heights 15° TILTDesign Wind Speed (V)Ground Snow Load (pg)18° TILTDesign Wind Speed (V)Ground Snow Load (pg)25° TILTDesign Wind Speed (V)Ground Snow Load (pg)21° TILTDesign Wind Speed (V)Ground Snow Load (pg) Page 34 *All Values Shown are in inches unless noted otherwise. ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 30 30 30 30 30 30 30 30 110 MPH 85 MPH 27 27 27 27 27 27 27 27 115 MPH 89 MPH 24 24 24 24 24 24 24 24 120 MPH 93 MPH 24 24 24 24 24 24 24 24 130 MPH 100 MPH 24 24 24 24 24 24 24 - 150 MPH 116 MPH -------- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 27 27 27 27 27 27 27 27 110 MPH 85 MPH 24 24 24 24 24 27 27 27 115 MPH 89 MPH 27 27 27 27 27 27 27 27 120 MPH 93 MPH 24 24 24 24 24 24 24 24 130 MPH 100 MPH 24 24 24 24 24 24 24 24 150 MPH 116 MPH -------- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 24 24 24 24 24 24 24 24 110 MPH 85 MPH 24 24 24 24 24 24 24 24 115 MPH 89 MPH 24 24 24 24 24 24 24 24 120 MPH 93 MPH 21 21 21 21 21 21 21 21 130 MPH 100 MPH -------- 150 MPH 116 MPH -------- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification 30° TILTDesign Wind Speed (V)Ground Snow Load (pg) Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x7 Maximum Allowable Leg Heights 35° TILTDesign Wind Speed (V)Ground Snow Load (pg)45° TILTDesign Wind Speed (V)Ground Snow Load (pg) Page 35 *All Values Shown are in inches unless noted otherwise and assume a square baseplate. ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 12 12 16 16 16 - - - 110 MPH 85 MPH 12 12 16 16 ---- 115 MPH 89 MPH 12 16 16 16 ---- 120 MPH 93 MPH 16 16 16 16 ---- 130 MPH 100 MPH 16 16 16 ----- 150 MPH 116 MPH 16 16 16 ----- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 12 12 16 16 16 - - - 110 MPH 85 MPH 12 12 16 16 16 --- 115 MPH 89 MPH 12 16 16 16 ---- 120 MPH 93 MPH 16 16 16 16 ---- 130 MPH 100 MPH 16 16 16 16 ---- 150 MPH 116 MPH 16 16 18 ----- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 12 16 16 16 16 - - - 110 MPH 85 MPH 12 16 16 16 16 --- 115 MPH 89 MPH 16 16 16 16 ---- 120 MPH 93 MPH 16 16 16 16 ---- 130 MPH 100 MPH 16 16 16 16 ---- 150 MPH 116 MPH 16 16 18 ----- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 16 16 16 16 16 18 - - 110 MPH 85 MPH 16 16 16 16 16 18 -- 115 MPH 89 MPH 16 16 16 16 16 --- 120 MPH 93 MPH 16 16 16 16 18 --- 130 MPH 100 MPH 16 16 16 18 18 --- 150 MPH 116 MPH -------- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x7 Minimum Required Baseplate Size 25° TILTDesign Wind Speed (V)Ground Snow Load (pg)15° TILTDesign Wind Speed (V)Ground Snow Load (pg)18° TILTDesign Wind Speed (V)Ground Snow Load (pg)21° TILTDesign Wind Speed (V)Ground Snow Load (pg) Page 36 *All Values Shown are in inches unless noted otherwise and assume a square baseplate. ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 16 16 16 16 16 16 18 18 110 MPH 85 MPH 16 16 16 16 16 18 18 18 115 MPH 89 MPH 16 16 16 16 16 18 18 18 120 MPH 93 MPH 16 16 16 16 18 18 18 18 130 MPH 100 MPH 18 18 18 18 18 18 18 - 150 MPH 116 MPH -------- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 16 16 16 16 16 16 18 18 110 MPH 85 MPH 16 16 16 16 16 18 18 18 115 MPH 89 MPH 16 16 16 16 18 18 18 18 120 MPH 93 MPH 16 16 16 18 18 18 18 18 130 MPH 100 MPH 18 18 18 18 18 18 18 18 150 MPH 116 MPH -------- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 16 16 16 16 16 16 16 16 110 MPH 85 MPH 16 16 16 16 16 16 16 18 115 MPH 89 MPH 16 16 16 16 16 16 18 18 120 MPH 93 MPH 16 16 16 16 16 16 18 18 130 MPH 100 MPH -------- 150 MPH 116 MPH -------- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification 30° TILTDesign Wind Speed (V)Ground Snow Load (pg) Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x7 Minimum Required Baseplate Size 35° TILTDesign Wind Speed (V)Ground Snow Load (pg)45° TILTDesign Wind Speed (V)Ground Snow Load (pg) Page 37 Osprey Unit Types:STD : Standard HD+: Heavy Duty Plus HD : Heavy Duty XHD : Extra Heavy Duty ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH STD STD HD HD+HD+ - - - 110 MPH 85 MPH STD HD HD+HD+HD+--- 115 MPH 89 MPH STD HD HD+HD+HD+--- 120 MPH 93 MPH HD HD HD+HD+---- 130 MPH 100 MPH HD+HD+HD+HD+---- 150 MPH 116 MPH HD+HD+HD+----- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH STD HD HD HD+HD+HD+ - - 110 MPH 85 MPH STD HD HD+HD+HD+--- 115 MPH 89 MPH HD HD HD+HD+HD+--- 120 MPH 93 MPH HD HD HD+HD+HD+--- 130 MPH 100 MPH HD+HD+HD+HD+---- 150 MPH 116 MPH HD+HD+HD+HD+---- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH STD HD HD HD+HD+HD+ - - 110 MPH 85 MPH HD HD HD HD+HD+HD+-- 115 MPH 89 MPH HD HD HD+HD+HD+HD+-- 120 MPH 93 MPH HD HD HD+HD+HD+--- 130 MPH 100 MPH HD+HD+HD+HD+HD+--- 150 MPH 116 MPH HD+HD+HD+HD+---- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH STD HD HD HD+HD+HD+HD+ - 110 MPH 85 MPH HD HD HD HD+HD+HD+HD+- 115 MPH 89 MPH HD HD HD HD+HD+HD+HD+- 120 MPH 93 MPH HD+HD+HD+HD+HD+HD+-- 130 MPH 100 MPH HD+HD+HD+HD+HD+HD+-- 150 MPH 116 MPH XHD XHD XHD XHD XHD --- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification 21° TILTDesign Wind Speed (V)Ground Snow Load (pg)25° TILTDesign Wind Speed (V)Ground Snow Load (pg)15° TILTDesign Wind Speed (V)Ground Snow Load (pg)18° TILTDesign Wind Speed (V)Ground Snow Load (pg) Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x6 72 & 60 Cell Module Unit Types Page 38 Osprey Unit Types:STD : Standard HD+: Heavy Duty Plus HD : Heavy Duty XHD : Extra Heavy Duty ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH HD HD HD HD+HD+HD+HD+HD+ 110 MPH 85 MPH HD HD HD HD+HD+HD+HD+HD+ 115 MPH 89 MPH HD+HD+HD+HD+HD+HD+HD+HD+ 120 MPH 93 MPH HD+HD+HD+HD+HD+HD+HD+HD+ 130 MPH 100 MPH HD+HD+HD+HD+HD+HD+HD+HD+ 150 MPH 116 MPH XHD XHD XHD XHD XHD XHD XHD - ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH HD HD HD HD HD HD+HD+HD+ 110 MPH 85 MPH HD+HD+HD+HD+HD+HD+HD+HD+ 115 MPH 89 MPH HD+HD+HD+HD+HD+HD+HD+HD+ 120 MPH 93 MPH HD+HD+HD+HD+HD+HD+HD+HD+ 130 MPH 100 MPH XHD XHD XHD XHD XHD XHD XHD XHD 150 MPH 116 MPH XHD XHD XHD XHD XHD XHD XHD - ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH HD+HD+HD+HD+HD+HD+HD+HD+ 110 MPH 85 MPH HD+HD+HD+HD+HD+HD+HD+HD+ 115 MPH 89 MPH HD+HD+HD+HD+HD+HD+HD+HD+ 120 MPH 93 MPH XHD XHD XHD XHD XHD XHD XHD XHD 130 MPH 100 MPH XHD XHD XHD XHD XHD XHD XHD XHD 150 MPH 116 MPH -------- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification 45° TILTDesign Wind Speed (V)Ground Snow Load (pg)30° TILTDesign Wind Speed (V)Ground Snow Load (pg)35° TILTDesign Wind Speed (V)Ground Snow Load (pg) Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x6 72 & 60 Cell Module Unit Types Page 39 *All load values shown are in lbs. unless noted otherwise. Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 1400 1 700 1 1200 1 700 1 110 MPH 85 MPH 1700 1 900 1 1500 1 800 1 115 MPH 89 MPH 1800 1 1000 1 1600 1 800 1 120 MPH 93 MPH 2000 1 1000 1 1700 1 900 1 130 MPH 100 MPH 2300 1 1200 1 2000 1 1000 1 150 MPH 116 MPH 3100 2 1600 1 2700 2 1400 1 Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 1700 1 800 1 1400 1 700 1 110 MPH 85 MPH 2000 1 900 1 1700 1 800 1 115 MPH 89 MPH 2200 1 1000 1 1900 1 900 1 120 MPH 93 MPH 2400 1 1100 1 2000 1 900 1 130 MPH 100 MPH 2800 2 1300 1 2400 1 1100 1 150 MPH 116 MPH 3700 2 1700 1 3100 2 1400 1 Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 1900 1 800 1 1600 1 700 1 110 MPH 85 MPH 2300 1 900 1 2000 1 800 1 115 MPH 89 MPH 2500 1 1000 1 2200 1 900 1 120 MPH 93 MPH 2700 2 1100 1 2300 1 900 1 130 MPH 100 MPH 3200 2 1200 1 2700 2 1100 1 150 MPH 116 MPH 4200 2 1600 2 3600 2 1400 2 *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification 21° TILTDesign Wind Speed (V)72 Cell Modules 60 Cell Modules ASCE 7-10 ASCE 7-05 Back Legs Front Legs Back Legs Front Legs18° TILTDesign Wind Speed (V)72 Cell Modules 60 Cell Modules ASCE 7-10 ASCE 7-05 Back Legs Front Legs Back Legs Front Legs Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x6 Required Earth Anchor Test Loads 15° TILTDesign Wind Speed (V)72 Cell Modules 60 Cell Modules ASCE 7-10 ASCE 7-05 Back Legs Front Legs Back Legs Front Legs Page 40 *All load values shown are in lbs. unless noted otherwise. Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 1700 1 700 1 1500 1 700 1 110 MPH 85 MPH 2100 1 700 1 1800 1 700 1 115 MPH 89 MPH 2300 1 800 1 1900 1 700 1 120 MPH 93 MPH 2400 1 900 1 2100 1 700 1 130 MPH 100 MPH 2900 2 1000 1 2500 1 900 1 150 MPH 116 MPH 3800 2 1300 2 3300 2 1100 2 Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 2300 1 700 1 2000 1 700 1 110 MPH 85 MPH 2800 2 800 1 2400 1 700 1 115 MPH 89 MPH 3000 2 900 1 2600 2 800 1 120 MPH 93 MPH 3300 2 1000 2 2800 2 800 2 130 MPH 100 MPH 3800 2 1100 2 3300 2 1000 2 150 MPH 116 MPH 5100 NG 1500 NG 4400 2 1300 2 Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 1900 1 700 1 1700 1 700 1 110 MPH 85 MPH 2300 1 700 1 2000 1 700 1 115 MPH 89 MPH 2500 1 700 1 2200 1 700 1 120 MPH 93 MPH 2800 2 700 2 2400 1 700 1 130 MPH 100 MPH 3200 2 700 2 2800 2 700 2 150 MPH 116 MPH 4300 2 700 2 3700 2 700 2 *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification 35° TILTDesign Wind Speed (V)72 Cell Modules 60 Cell Modules ASCE 7-10 ASCE 7-05 Back Legs Front Legs Back Legs Front Legs30° TILTDesign Wind Speed (V)72 Cell Modules 60 Cell Modules ASCE 7-10 ASCE 7-05 Back Legs Front Legs Back Legs Front Legs25° TILTDesign Wind Speed (V)72 Cell Modules 60 Cell Modules ASCE 7-10 ASCE 7-05 Back Legs Front Legs Back Legs Front Legs Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x6 Required Earth Anchor Test Loads Page 41 *All load values shown are in lbs. unless noted otherwise. Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 1700 2 700 2 1400 1 700 1 110 MPH 85 MPH 2000 2 700 2 1700 2 700 2 115 MPH 89 MPH 2200 2 700 2 1900 2 700 2 120 MPH 93 MPH 2400 2 700 2 2100 2 700 2 130 MPH 100 MPH 2800 2 700 2 2400 2 700 2 150 MPH 116 MPH -------- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x6 Required Earth Anchor Test Loads 45° TILTDesign Wind Speed (V)72 Cell Modules 60 Cell Modules ASCE 7-10 ASCE 7-05 Back Legs Front Legs Back Legs Front Legs Page 42 *All Values Shown are in inches unless noted otherwise. ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 36 36 36 36 36 - - - 110 MPH 85 MPH 33 36 36 36 36 --- 115 MPH 89 MPH 33 33 36 36 36 --- 120 MPH 93 MPH 30 30 36 36 ---- 130 MPH 100 MPH 36 36 36 36 ---- 150 MPH 116 MPH 33 33 33 ----- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 33 33 33 36 36 36 - - 110 MPH 85 MPH 30 30 36 36 36 --- 115 MPH 89 MPH 30 30 36 36 36 --- 120 MPH 93 MPH 27 27 36 36 36 --- 130 MPH 100 MPH 36 36 36 36 ---- 150 MPH 116 MPH 30 30 30 30 ---- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 30 30 30 36 36 36 - - 110 MPH 85 MPH 30 30 27 36 36 36 -- 115 MPH 89 MPH 24 24 36 36 36 36 -- 120 MPH 93 MPH 21 21 36 36 36 --- 130 MPH 100 MPH 33 33 33 33 33 --- 150 MPH 116 MPH 27 27 27 27 ---- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 24 27 27 36 36 33 33 - 110 MPH 85 MPH 27 27 27 33 33 33 33 - 115 MPH 89 MPH 24 24 24 33 33 33 33 - 120 MPH 93 MPH 30 30 30 30 30 30 -- 130 MPH 100 MPH 30 30 30 30 30 30 -- 150 MPH 116 MPH 24 24 24 24 24 --- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification 21° TILTDesign Wind Speed (V)Ground Snow Load (pg)25° TILTDesign Wind Speed (V)Ground Snow Load (pg)15° TILTDesign Wind Speed (V)Ground Snow Load (pg)18° TILTDesign Wind Speed (V)Ground Snow Load (pg) Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x6 Maximum Allowable Leg Heights Page 43 *All Values Shown are in inches unless noted otherwise. ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 24 24 24 33 33 30 30 30 110 MPH 85 MPH 21 21 21 30 30 30 30 30 115 MPH 89 MPH 27 27 27 27 27 27 27 27 120 MPH 93 MPH 27 27 27 27 27 27 27 27 130 MPH 100 MPH 24 24 24 24 24 24 24 24 150 MPH 116 MPH 21 21 21 21 21 21 21 - ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 24 24 24 24 24 30 30 30 110 MPH 85 MPH 27 27 27 27 27 27 27 27 115 MPH 89 MPH 27 27 27 27 27 27 27 27 120 MPH 93 MPH 27 27 27 27 27 27 27 27 130 MPH 100 MPH 24 24 24 24 24 24 24 24 150 MPH 116 MPH 21 21 21 21 21 21 21 - ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 24 24 24 24 24 24 24 24 110 MPH 85 MPH 21 21 21 21 21 21 21 21 115 MPH 89 MPH 21 21 21 21 21 21 21 21 120 MPH 93 MPH 24 24 24 24 24 24 24 24 130 MPH 100 MPH 21 21 21 21 21 21 21 21 150 MPH 116 MPH -------- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification 35° TILTDesign Wind Speed (V)Ground Snow Load (pg)45° TILTDesign Wind Speed (V)Ground Snow Load (pg)30° TILTDesign Wind Speed (V)Ground Snow Load (pg) Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x6 Maximum Allowable Leg Heights Page 44 *All Values Shown are in inches unless noted otherwise and assume a square baseplate. ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 12 16 16 16 16 - - - 110 MPH 85 MPH 16 16 16 16 16 --- 115 MPH 89 MPH 16 16 16 16 16 --- 120 MPH 93 MPH 16 16 16 16 ---- 130 MPH 100 MPH 16 16 16 16 ---- 150 MPH 116 MPH 16 16 16 ----- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 12 16 16 16 16 16 - - 110 MPH 85 MPH 16 16 16 16 16 --- 115 MPH 89 MPH 16 16 16 16 16 --- 120 MPH 93 MPH 16 16 16 16 16 --- 130 MPH 100 MPH 16 16 16 16 ---- 150 MPH 116 MPH 16 16 16 16 ---- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 16 16 16 16 16 16 - - 110 MPH 85 MPH 16 16 16 16 16 16 -- 115 MPH 89 MPH 16 16 16 16 16 16 -- 120 MPH 93 MPH 16 16 16 16 16 --- 130 MPH 100 MPH 16 16 16 16 16 --- 150 MPH 116 MPH 16 16 16 18 ---- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 16 16 16 16 16 16 16 - 110 MPH 85 MPH 16 16 16 16 16 16 18 - 115 MPH 89 MPH 16 16 16 16 16 16 18 - 120 MPH 93 MPH 16 16 16 16 16 16 -- 130 MPH 100 MPH 16 16 16 16 18 18 -- 150 MPH 116 MPH 16 16 16 18 18 --- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification 21° TILTDesign Wind Speed (V)Ground Snow Load (pg)25° TILTDesign Wind Speed (V)Ground Snow Load (pg)15° TILTDesign Wind Speed (V)Ground Snow Load (pg)18° TILTDesign Wind Speed (V)Ground Snow Load (pg) Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x6 Minimum Required Baseplate Size Page 45 *All Values Shown are in inches unless noted otherwise and assume a square baseplate. ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 16 16 16 16 16 16 18 18 110 MPH 85 MPH 16 16 16 16 16 16 18 18 115 MPH 89 MPH 16 16 16 16 16 16 18 18 120 MPH 93 MPH 16 16 16 16 16 18 18 18 130 MPH 100 MPH 16 16 16 16 16 18 18 18 150 MPH 116 MPH 18 18 18 18 18 18 18 - ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 16 16 16 16 16 16 16 16 110 MPH 85 MPH 16 16 16 16 16 16 16 16 115 MPH 89 MPH 16 16 16 16 16 16 16 18 120 MPH 93 MPH 16 16 16 16 16 16 18 18 130 MPH 100 MPH 16 16 16 16 16 18 18 18 150 MPH 116 MPH 18 18 18 18 18 18 18 - ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 16 16 16 16 16 16 16 16 110 MPH 85 MPH 16 16 16 16 16 16 16 16 115 MPH 89 MPH 16 16 16 16 16 16 16 16 120 MPH 93 MPH 16 16 16 16 16 16 16 16 130 MPH 100 MPH 16 16 16 16 16 16 18 18 150 MPH 116 MPH -------- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification 35° TILTDesign Wind Speed (V)Ground Snow Load (pg)45° TILTDesign Wind Speed (V)Ground Snow Load (pg)30° TILTDesign Wind Speed (V)Ground Snow Load (pg) Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x6 Minimum Required Baseplate Size Page 46 Osprey Unit Types:STD : Standard HD+: Heavy Duty Plus HD : Heavy Duty XHD : Extra Heavy Duty ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH STD STD HD HD+ - - - - 110 MPH 85 MPH STD STD HD HD+---- 115 MPH 89 MPH STD HD HD+HD+---- 120 MPH 93 MPH STD HD HD+----- 130 MPH 100 MPH HD HD HD+----- 150 MPH 116 MPH XHD XHD ------ ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH STD STD HD HD+ - - - - 110 MPH 85 MPH STD STD HD HD+---- 115 MPH 89 MPH STD HD HD HD+---- 120 MPH 93 MPH HD HD HD+HD+---- 130 MPH 100 MPH HD HD HD+----- 150 MPH 116 MPH XHD XHD ------ ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH STD STD HD HD HD+ - - - 110 MPH 85 MPH STD STD HD HD+HD+--- 115 MPH 89 MPH STD HD HD HD+---- 120 MPH 93 MPH HD HD HD HD+---- 130 MPH 100 MPH HD HD HD+HD+---- 150 MPH 116 MPH XHD XHD XHD ----- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH STD STD STD HD HD+HD+ - - 110 MPH 85 MPH STD STD HD HD HD+--- 115 MPH 89 MPH HD HD HD HD+HD+--- 120 MPH 93 MPH HD HD HD HD+HD+--- 130 MPH 100 MPH XHD XHD XHD XHD ---- 150 MPH 116 MPH XHD XHD XHD ----- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification 21° TILTDesign Wind Speed (V)Ground Snow Load (pg)25° TILTDesign Wind Speed (V)Ground Snow Load (pg)15° TILTDesign Wind Speed (V)Ground Snow Load (pg)18° TILTDesign Wind Speed (V)Ground Snow Load (pg) Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x5 72 & 60 Cell Module Unit Types Page 47 Osprey Unit Types:STD : Standard HD+: Heavy Duty Plus HD : Heavy Duty XHD : Extra Heavy Duty ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH HD HD HD HD HD HD+HD+HD+ 110 MPH 85 MPH HD HD HD HD HD+HD+HD+HD+ 115 MPH 89 MPH HD HD HD HD HD+HD+HD+- 120 MPH 93 MPH HD HD HD HD+HD+HD+HD+- 130 MPH 100 MPH XHD XHD XHD XHD XHD XHD -- 150 MPH 116 MPH -------- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH HD HD HD HD HD HD+HD+HD+ 110 MPH 85 MPH HD HD HD HD HD HD+HD+HD+ 115 MPH 89 MPH HD HD HD HD HD+HD+HD+HD+ 120 MPH 93 MPH XHD XHD XHD XHD XHD XHD XHD XHD 130 MPH 100 MPH XHD XHD XHD XHD XHD XHD XHD - 150 MPH 116 MPH -------- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH HD+HD+HD+HD+HD+HD+HD+HD+ 110 MPH 85 MPH XHD XHD XHD XHD XHD XHD XHD XHD 115 MPH 89 MPH XHD XHD XHD XHD XHD XHD XHD XHD 120 MPH 93 MPH XHD XHD XHD XHD XHD XHD XHD XHD 130 MPH 100 MPH -------- 150 MPH 116 MPH -------- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification 45° TILTDesign Wind Speed (V)Ground Snow Load (pg)30° TILTDesign Wind Speed (V)Ground Snow Load (pg)35° TILTDesign Wind Speed (V)Ground Snow Load (pg) Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x5 72 & 60 Cell Module Unit Types Page 48 *All load values shown are in lbs. unless noted otherwise. Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 1200 1 700 1 1000 1 700 1 110 MPH 85 MPH 1400 1 700 1 1200 1 700 1 115 MPH 89 MPH 1600 1 800 1 1300 1 700 1 120 MPH 93 MPH 1700 1 800 1 1500 1 700 1 130 MPH 100 MPH 2000 1 1000 1 1700 1 800 1 150 MPH 116 MPH 2600 2 1300 1 2200 1 1100 1 Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 1400 1 700 1 1200 1 700 1 110 MPH 85 MPH 1700 1 700 1 1500 1 700 1 115 MPH 89 MPH 1900 1 800 1 1600 1 700 1 120 MPH 93 MPH 2000 1 900 1 1700 1 700 1 130 MPH 100 MPH 2400 1 1000 1 2000 1 900 1 150 MPH 116 MPH 3100 2 1300 1 2700 2 1100 1 Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 1600 1 700 1 1400 1 700 1 110 MPH 85 MPH 1900 1 800 1 1700 1 700 1 115 MPH 89 MPH 2100 1 800 1 1800 1 700 1 120 MPH 93 MPH 2300 1 900 1 2000 1 800 1 130 MPH 100 MPH 2700 2 1000 2 2300 1 900 1 150 MPH 116 MPH 3600 2 1400 2 3100 2 1200 2 *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification 21° TILTDesign Wind Speed (V)72 Cell Modules 60 Cell Modules ASCE 7-10 ASCE 7-05 Back Legs Front Legs Back Legs Front Legs18° TILTDesign Wind Speed (V)72 Cell Modules 60 Cell Modules ASCE 7-10 ASCE 7-05 Back Legs Front Legs Back Legs Front Legs Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x5 Required Earth Anchor Test Loads 15° TILTDesign Wind Speed (V)72 Cell Modules 60 Cell Modules ASCE 7-10 ASCE 7-05 Back Legs Front Legs Back Legs Front Legs Page 49 *All load values shown are in lbs. unless noted otherwise. Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 1800 1 700 1 1500 1 700 1 110 MPH 85 MPH 2200 1 800 1 1900 1 700 1 115 MPH 89 MPH 2300 1 800 1 2000 1 700 1 120 MPH 93 MPH 2600 2 900 1 2200 1 800 1 130 MPH 100 MPH 3000 2 1000 2 2600 2 900 2 150 MPH 116 MPH 4000 2 1400 2 3400 2 1200 2 Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 2000 1 700 1 1700 1 700 1 110 MPH 85 MPH 2400 2 700 2 2000 1 700 1 115 MPH 89 MPH 2600 2 700 2 2200 2 700 2 120 MPH 93 MPH 2800 2 700 2 2400 2 700 2 130 MPH 100 MPH 3300 2 800 2 2800 2 700 2 150 MPH 116 MPH -------- Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 2000 2 700 2 1700 1 700 1 110 MPH 85 MPH 2400 2 700 2 2100 2 700 2 115 MPH 89 MPH 2600 2 700 2 2200 2 700 2 120 MPH 93 MPH 2800 2 700 2 2400 2 700 2 130 MPH 100 MPH 3300 2 700 2 2800 2 700 2 150 MPH 116 MPH -------- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification 35° TILTDesign Wind Speed (V)72 Cell Modules 60 Cell Modules ASCE 7-10 ASCE 7-05 Back Legs Front Legs Back Legs Front Legs30° TILTDesign Wind Speed (V)72 Cell Modules 60 Cell Modules ASCE 7-10 ASCE 7-05 Back Legs Front Legs Back Legs Front Legs25° TILTDesign Wind Speed (V)72 Cell Modules 60 Cell Modules ASCE 7-10 ASCE 7-05 Back Legs Front Legs Back Legs Front Legs Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x5 Required Earth Anchor Test Loads Page 50 *All load values shown are in lbs. unless noted otherwise. Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors Load (lbs.) Min. # Anchors 100 MPH 77 MPH 2200 2 700 2 1900 2 700 2 110 MPH 85 MPH 2600 2 700 2 2200 2 700 2 115 MPH 89 MPH 2800 2 700 2 2400 2 700 2 120 MPH 93 MPH 3100 2 700 2 2600 2 700 2 130 MPH 100 MPH -------- 150 MPH 116 MPH -------- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x5 Required Earth Anchor Test Loads 45° TILTDesign Wind Speed (V)72 Cell Modules 60 Cell Modules ASCE 7-10 ASCE 7-05 Back Legs Front Legs Back Legs Front Legs Page 51 *All Values Shown are in inches unless noted otherwise. ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 42 42 42 39 - - - - 110 MPH 85 MPH 39 39 39 39 ---- 115 MPH 89 MPH 39 39 39 39 ---- 120 MPH 93 MPH 39 39 39 ----- 130 MPH 100 MPH 36 36 36 ----- 150 MPH 116 MPH 30 30 ------ ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 39 39 39 39 - - - - 110 MPH 85 MPH 39 39 39 39 ---- 115 MPH 89 MPH 36 36 36 36 ---- 120 MPH 93 MPH 33 33 33 33 ---- 130 MPH 100 MPH 30 30 30 ----- 150 MPH 116 MPH 27 27 ------ ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 33 33 36 36 36 - - - 110 MPH 85 MPH 30 30 33 33 33 --- 115 MPH 89 MPH 27 33 33 33 ---- 120 MPH 93 MPH 24 24 24 24 ---- 130 MPH 100 MPH 21 21 21 21 ---- 150 MPH 116 MPH 24 24 24 ----- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 27 27 27 30 30 30 - - 110 MPH 85 MPH 27 27 30 30 30 --- 115 MPH 89 MPH 30 30 30 30 30 --- 120 MPH 93 MPH 27 27 27 27 27 --- 130 MPH 100 MPH 24 24 27 27 ---- 150 MPH 116 MPH 24 24 24 ----- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification 21° TILTDesign Wind Speed (V)Ground Snow Load (pg)25° TILTDesign Wind Speed (V)Ground Snow Load (pg)15° TILTDesign Wind Speed (V)Ground Snow Load (pg)18° TILTDesign Wind Speed (V)Ground Snow Load (pg) Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x5 Maximum Allowable Leg Heights Page 52 *All Values Shown are in inches unless noted otherwise. ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 27 27 27 27 27 27 27 27 110 MPH 85 MPH 27 27 27 27 27 27 27 27 115 MPH 89 MPH 24 24 24 24 24 24 24 - 120 MPH 93 MPH 24 24 24 24 24 24 24 - 130 MPH 100 MPH 24 24 24 24 24 24 -- 150 MPH 116 MPH -------- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 27 27 27 27 27 27 27 27 110 MPH 85 MPH 24 24 24 24 24 24 24 24 115 MPH 89 MPH 24 24 24 24 24 24 24 24 120 MPH 93 MPH 24 24 24 24 24 24 24 24 130 MPH 100 MPH 24 24 24 24 24 24 24 - 150 MPH 116 MPH -------- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 24 24 24 24 24 24 24 24 110 MPH 85 MPH 24 24 24 24 24 24 24 24 115 MPH 89 MPH 24 24 24 24 24 24 24 24 120 MPH 93 MPH 21 21 21 21 21 21 21 21 130 MPH 100 MPH -------- 150 MPH 116 MPH -------- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification 35° TILTDesign Wind Speed (V)Ground Snow Load (pg)45° TILTDesign Wind Speed (V)Ground Snow Load (pg)30° TILTDesign Wind Speed (V)Ground Snow Load (pg) Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x5 Maximum Allowable Leg Heights Page 53 *All Values Shown are in inches unless noted otherwise and assume a square baseplate. ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 12 12 16 16 - - - - 110 MPH 85 MPH 12 16 16 16 ---- 115 MPH 89 MPH 16 16 16 16 ---- 120 MPH 93 MPH 16 16 16 ----- 130 MPH 100 MPH 16 16 16 ----- 150 MPH 116 MPH 16 16 ------ ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 12 16 16 16 - - - - 110 MPH 85 MPH 16 16 16 16 ---- 115 MPH 89 MPH 16 16 16 16 ---- 120 MPH 93 MPH 16 16 16 16 ---- 130 MPH 100 MPH 16 16 ------ 150 MPH 116 MPH 16 16 ------ ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 12 16 16 16 16 - - - 110 MPH 85 MPH 16 16 16 16 16 --- 115 MPH 89 MPH 16 16 16 16 ---- 120 MPH 93 MPH 16 16 16 16 ---- 130 MPH 100 MPH 16 16 16 16 ---- 150 MPH 116 MPH -------- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 16 16 16 16 16 16 - - 110 MPH 85 MPH 16 16 16 16 16 --- 115 MPH 89 MPH 16 16 16 16 16 --- 120 MPH 93 MPH 16 16 16 16 16 --- 130 MPH 100 MPH 16 16 16 16 ---- 150 MPH 116 MPH 18 18 18 ----- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification 21° TILTDesign Wind Speed (V)Ground Snow Load (pg)25° TILTDesign Wind Speed (V)Ground Snow Load (pg)15° TILTDesign Wind Speed (V)Ground Snow Load (pg)18° TILTDesign Wind Speed (V)Ground Snow Load (pg) Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x5 Minimum Required Baseplate Size Page 54 *All Values Shown are in inches unless noted otherwise and assume a square baseplate. ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 16 16 16 16 16 18 18 18 110 MPH 85 MPH 16 16 16 16 16 18 18 18 115 MPH 89 MPH 16 16 16 16 16 18 18 - 120 MPH 93 MPH 16 16 16 16 16 18 18 - 130 MPH 100 MPH 16 16 16 16 18 18 -- 150 MPH 116 MPH -------- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 16 16 16 16 16 18 18 18 110 MPH 85 MPH 16 16 16 16 16 18 18 18 115 MPH 89 MPH 16 16 16 16 16 18 18 18 120 MPH 93 MPH 16 16 16 16 16 18 18 18 130 MPH 100 MPH 16 16 16 16 18 18 18 - 150 MPH 116 MPH -------- ASCE 7-10 ASCE 7-05 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 100 MPH 77 MPH 16 16 16 16 16 16 16 16 110 MPH 85 MPH 16 16 16 16 16 16 16 18 115 MPH 89 MPH 16 16 16 16 16 16 18 18 120 MPH 93 MPH 16 16 16 16 16 18 18 18 130 MPH 100 MPH -------- 150 MPH 116 MPH -------- *See all "Summary Table Notes" in Section 3.0 for Additional Requirements and Clarification 35° TILTDesign Wind Speed (V)Ground Snow Load (pg)45° TILTDesign Wind Speed (V)Ground Snow Load (pg)30° TILTDesign Wind Speed (V)Ground Snow Load (pg) Unit Size:Summary Tables For:OSPREY POWER PLATFORM® 2x5 Minimum Required Baseplate Size Page 55 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis  Summary Table Notes: o It is the responsibility of the individual or company using the summary tables to ensure that the site specific design parameters being used are correct as required by the local permitting jurisdiction. EPS is not responsible for incorrect use of these tables. o Interpolation (or extrapolation) between (or beyond) categories in any of the summary tables is not permitted without written approval from EPS. o Unit Types shown correspond with the unit types shown in Section 2.0 and shall use the component sizes, gauges, and unit configuration listed in Section 2.0. o It is acceptable to use a higher strength unit than those listed for the specific conditions shown if desired. Unit strengths increase from Standard  Heavy Duty  Heavy Duty Plus  Extra Heavy Duty. o Snow loads are given as “Ground Snow Loads” defined as (pg) in Chapter 7 of ASCE 7. The EOR shall be notified if the local jurisdiction defines snow loads being used for a specific project as “roof snow loads” (pf or ps) or does not allow the adjustments of ground snow loads as allowed by Chapter 7 of ASCE 7. o Wind loads are given as ASCE 7-10 wind speeds with conversions to ASCE 7-05 wind speeds shown for reference. It is critical that the correct building code is referenced for each project as adopted by that local jurisdiction (or state) to ensure the correct wind speed is used. o All wind loads are based on Exposure Category “C”. The values shown may also be used for Exposure Category “B” as the values would be conservative. For sites in Exposure Category “D” a site specific analysis is required. o For sites where a topographic factor may apply (upper half of isolated hills, bluffs, or escarpments) a site specific analysis is required. o The “Maximum Allowable Leg Heights” given (in inches) shall be measured from grade to the centerline of the chassis rails. Page 56 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis 4.0 – GRAVITY AND LATERAL CALCULATIONS 4.1 – Site Design Parameters  Ground Mount Geometry: Array Size: 2x5, 2x6, 2x7, or 2x8 Max Module Size/Weight: 77” x 39” / ≈ 55 lbs. Min./Max. Post (leg) Height Range: 21” / 45” (see table for limits) Array Tilt: 15° to 45°  Wind Design Parameters: Wind Speed (3 second gust) (V): Varies (see summary tables) Exposure Category: C Wind Directionality Factor: (Kd): 0.85 Velocity Pressure Exposure Coefficient (Kh): 0.85 Topographic Factor (Kzt): 1.00  Snow Loads: Ground Snow Load (pg): Varies (see summary tables)  Seismic Design Parameters: Site Class (assumed per IBC): D SDs: 1.000g SD1: 0.700g Building Risk Category: I Seismic Design Category: D  Soil Design Parameters (per Table 1806.2): Earth anchors shall be tested in the field to verify their exact capacity. It is assumed that the soil type is clay, silt, sand, or gravel and the earth anchors are able to be driven to the required depth. EPS shall be notified if bedrock, cobbles/boulders, or if any other soil conditions are encountered that do not allow the earth anchors to be installed to their required depth. Earth anchors are to be installed a minimum of 30” (or to below the frost line) at each site (as required by the governing jurisdiction). Page 57 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis 4.2 – Ground Mount Design Loads The following pages document the determination of the imposed design loads based on the parameters listed in Section 4.1, the proposed materials, and the requirements given in the governing building code. 4.2.1 – Dead Loads The modules are assumed to be 72 cell modules. The typical listed weight is approximately 55 lbs. (+/- 5 lbs.) with a size of 77” x 39” (+/- 1” for each dimension). Modules are attached to the purlins along their width (39”) transferring a maximum load of 10 plf per module. (smaller size modules such as typical 60 cell modules are also acceptable since the larger size used would be conservative). 4.2.2 – Snow Loads The site Ground Snow Load (pg) can vary and the allowable wind/snow combinations are shown in the summary tables of this packet. Per ASCE 7 section 7.3, the flat roof snow load is determined by equation 7-1 where Ce has conservatively been taken as 1.0 (partially exposed), Ct has been taken as 1.2 (open air structure), and Is has been taken as 1.0*. Per section 7.4, the sloped roof snow load (ps) is Cs*pf where pf is the flat roof snow load and Cs would be determined per Figure 7-2c for an unobstructed slippery surface. The snow loads have been analyzed for all listed wind/snow load combinations shown in the summary tables. *Please note that although the Osprey Unit is a Risk Category I structure which would correspond to a snow load importance factor (Is) of 0.8, Is has conservatively been taken as 1.0 in this analysis for all snow loads. Page 58 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis 4.2.3 – Wind Loads The following pages documents the maximum wind loads (normal to the module surface) calculated per ASCE 7-10 Section 27.4.3 and Table Figure 27.4-4 for all tilt options (15°, 18°, 21°, 25°, 30°, 35°, and 45°) and the wind factors as listed in section 2.1 of this packet. The linear forces to the purlins represent the distributed loads at each purlin with the Back (tall) column representing the line load on the purlins on the upper half of the array and the Front (short) representing the line load on the purlins on the lower half of the array. All (4) wind cases have been analyzed in the structural model as shown later in this packet. [ASCE 7-05 uses the same factors and therefore converted ASCE 7-05 wind speeds are listed in the Summary Tables] Page 59 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):100 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =18.50 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -0.9 -1.3 -14.1 -20.4 -46.0 -66.4 B -1.9 0.0 -29.9 0.0 -97.1 0.0 A 1.3 1.6 20.4 25.2 81.8 66.4 B 1.8 0.6 28.3 9.4 30.7 92.0 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 15° 0° 180° Array Tilt Wind Direction Module Zone Page 60 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):110 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =22.38 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -0.9 -1.3 -17.1 -24.7 -55.6 -80.4 B -1.9 0.0 -36.1 0.0 -117.5 0.0 A 1.3 1.6 24.7 30.4 98.9 80.4 B 1.8 0.6 34.2 11.4 37.1 111.3 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 15° 0° 180° Array Tilt Wind Direction Module Zone Page 61 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):115 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =24.46 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -0.9 -1.3 -18.7 -27.0 -60.8 -87.8 B -1.9 0.0 -39.5 0.0 -128.4 0.0 A 1.3 1.6 27.0 33.3 108.1 87.8 B 1.8 0.6 37.4 12.5 40.5 121.6 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 15° 0° 180° Array Tilt Wind Direction Module Zone Page 62 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):120 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =26.63 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -0.9 -1.3 -20.4 -29.4 -66.2 -95.7 B -1.9 0.0 -43.0 0.0 -139.8 0.0 A 1.3 1.6 29.4 36.2 117.7 95.7 B 1.8 0.6 40.8 13.6 44.1 132.4 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 15° 0° 180° Array Tilt Wind Direction Module Zone Page 63 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):130 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =31.26 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -0.9 -1.3 -23.9 -34.5 -77.7 -112.3 B -1.9 0.0 -50.5 0.0 -164.1 0.0 A 1.3 1.6 34.5 42.5 138.2 112.3 B 1.8 0.6 47.8 15.9 51.8 155.4 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 15° 0° 180° Array Tilt Wind Direction Module Zone Page 64 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):150 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =41.62 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -0.9 -1.3 -31.8 -46.0 -103.5 -149.5 B -1.9 0.0 -67.2 0.0 -218.4 0.0 A 1.3 1.6 46.0 56.6 183.9 149.5 B 1.8 0.6 63.7 21.2 69.0 206.9 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 15° 0° 180° Array Tilt Wind Direction Module Zone Page 65 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):100 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =18.50 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (High)Front (Low) A -1.14 -1.42 -17.9 -22.3 -58.2 -72.6 B -2.10 -0.12 -33.0 -1.9 -107.3 -6.1 A 1.46 1.68 23.0 26.4 85.8 74.6 B 1.96 0.64 30.8 10.1 32.7 100.1 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 18° 0° 180° Array Tilt Wind Direction Module Zone Page 66 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):110 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =22.38 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (High)Front (Low) A -1.14 -1.42 -21.7 -27.0 -70.5 -87.8 B -2.10 -0.12 -39.9 -2.3 -129.8 -7.4 A 1.46 1.68 27.8 32.0 103.9 90.3 B 1.96 0.64 37.3 12.2 39.6 121.2 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 18° 0° 180° Array Tilt Wind Direction Module Zone Page 67 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):115 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =24.46 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (High)Front (Low) A -1.14 -1.42 -23.7 -29.5 -77.0 -96.0 B -2.10 -0.12 -43.7 -2.5 -141.9 -8.1 A 1.46 1.68 30.4 34.9 113.5 98.7 B 1.96 0.64 40.8 13.3 43.2 132.4 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 18° 0° 180° Array Tilt Wind Direction Module Zone Page 68 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):120 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =26.63 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (High)Front (Low) A -1.14 -1.42 -25.8 -32.1 -83.9 -104.5 B -2.10 -0.12 -47.5 -2.7 -154.5 -8.8 A 1.46 1.68 33.1 38.0 123.6 107.4 B 1.96 0.64 44.4 14.5 47.1 144.2 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 18° 0° 180° Array Tilt Wind Direction Module Zone Page 69 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):130 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =31.26 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (High)Front (Low) A -1.14 -1.42 -30.3 -37.7 -98.4 -122.6 B -2.10 -0.12 -55.8 -3.2 -181.3 -10.4 A 1.46 1.68 38.8 44.6 145.1 126.1 B 1.96 0.64 52.1 17.0 55.3 169.2 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 18° 0° 180° Array Tilt Wind Direction Module Zone Page 70 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):150 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =41.62 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (High)Front (Low) A -1.14 -1.42 -40.3 -50.2 -131.1 -163.2 B -2.10 -0.12 -74.3 -4.2 -241.4 -13.8 A 1.46 1.68 51.6 59.4 193.1 167.8 B 1.96 0.64 69.3 22.6 73.6 225.3 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 18° 0° 180° Array Tilt Wind Direction Module Zone Page 71 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):100 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =18.50 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (High)Front (Low) A -1.38 -1.54 -21.7 -24.2 -70.5 -78.7 B -2.30 -0.24 -36.2 -3.8 -117.5 -12.3 A 1.62 1.76 25.5 27.7 89.9 82.8 B 2.12 0.68 33.3 10.7 34.7 108.3 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 21° 0° 180° Array Tilt Wind Direction Module Zone Page 72 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):110 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =22.38 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (High)Front (Low) A -1.38 -1.54 -26.3 -29.3 -85.3 -95.2 B -2.30 -0.24 -43.8 -4.6 -142.2 -14.8 A 1.62 1.76 30.8 33.5 108.8 100.2 B 2.12 0.68 40.3 12.9 42.0 131.1 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 21° 0° 180° Array Tilt Wind Direction Module Zone Page 73 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):115 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =24.46 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (High)Front (Low) A -1.38 -1.54 -28.7 -32.0 -93.3 -104.1 B -2.30 -0.24 -47.8 -5.0 -155.4 -16.2 A 1.62 1.76 33.7 36.6 118.9 109.5 B 2.12 0.68 44.1 14.1 45.9 143.3 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 21° 0° 180° Array Tilt Wind Direction Module Zone Page 74 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):120 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =26.63 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (High)Front (Low) A -1.38 -1.54 -31.2 -34.9 -101.5 -113.3 B -2.30 -0.24 -52.1 -5.4 -169.2 -17.7 A 1.62 1.76 36.7 39.8 129.5 119.2 B 2.12 0.68 48.0 15.4 50.0 156.0 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 21° 0° 180° Array Tilt Wind Direction Module Zone Page 75 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):130 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =31.26 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (High)Front (Low) A -1.38 -1.54 -36.7 -40.9 -119.2 -133.0 B -2.30 -0.24 -61.1 -6.4 -198.6 -20.7 A 1.62 1.76 43.0 46.8 152.0 139.9 B 2.12 0.68 56.3 18.1 58.7 183.1 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 21° 0° 180° Array Tilt Wind Direction Module Zone Page 76 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):150 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =41.62 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (High)Front (Low) A -1.38 -1.54 -48.8 -54.5 -158.7 -177.0 B -2.30 -0.24 -81.4 -8.5 -264.4 -27.6 A 1.62 1.76 57.3 62.3 202.3 186.2 B 2.12 0.68 75.0 24.1 78.2 243.7 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 21° 0° 180° Array Tilt Wind Direction Module Zone Page 77 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):100 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =18.50 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -1.60 -1.67 -25.2 -26.3 -81.8 -85.3 B -2.43 -0.37 -38.2 -5.8 -124.2 -18.9 A 1.83 1.90 28.8 29.9 97.1 93.5 B 2.33 0.80 36.6 12.6 40.9 119.1 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 25° 0° 180° Array Tilt Wind Direction Module Zone Page 78 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):110 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =22.38 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -1.60 -1.67 -30.4 -31.8 -98.9 -103.2 B -2.43 -0.37 -46.2 -7.0 -150.2 -22.9 A 1.83 1.90 34.8 36.1 117.5 113.1 B 2.33 0.80 44.3 15.2 49.5 144.1 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 25° 0° 180° Array Tilt Wind Direction Module Zone Page 79 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):115 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =24.46 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -1.60 -1.67 -33.3 -34.7 -108.1 -112.8 B -2.43 -0.37 -50.5 -7.7 -164.2 -25.0 A 1.83 1.90 38.0 39.5 128.4 123.7 B 2.33 0.80 48.4 16.6 54.1 157.4 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 25° 0° 180° Array Tilt Wind Direction Module Zone Page 80 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):120 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =26.63 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -1.60 -1.67 -36.2 -37.8 -117.7 -122.9 B -2.43 -0.37 -55.0 -8.4 -178.8 -27.2 A 1.83 1.90 41.4 43.0 139.8 134.6 B 2.33 0.80 52.7 18.1 58.9 171.4 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 25° 0° 180° Array Tilt Wind Direction Module Zone Page 81 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):130 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =31.26 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -1.60 -1.67 -42.5 -44.4 -138.2 -144.2 B -2.43 -0.37 -64.6 -9.8 -209.8 -31.9 A 1.83 1.90 48.6 50.5 164.1 158.0 B 2.33 0.80 61.9 21.3 69.1 201.2 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 25° 0° 180° Array Tilt Wind Direction Module Zone Page 82 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):150 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =41.62 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -1.60 -1.67 -56.6 -59.1 -183.9 -192.0 B -2.43 -0.37 -86.0 -13.1 -279.4 -42.5 A 1.83 1.90 64.7 67.2 218.4 210.4 B 2.33 0.80 82.4 28.3 92.0 267.9 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 25° 0° 180° Array Tilt Wind Direction Module Zone Page 83 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):100 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =18.50 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -1.8 -1.8 -28.3 -28.3 -92.0 -92.0 B -2.5 -0.5 -39.3 -7.9 -127.7 -25.5 A 2.1 2.1 33.0 33.0 107.3 107.3 B 2.6 1.0 40.9 15.7 51.1 132.8 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 30° 0° 180° Array Tilt Wind Direction Module Zone Page 84 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):110 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =22.38 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -1.8 -1.8 -34.2 -34.2 -111.3 -111.3 B -2.5 -0.5 -47.6 -9.5 -154.6 -30.9 A 2.1 2.1 39.9 39.9 129.8 129.8 B 2.6 1.0 49.5 19.0 61.8 160.7 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 30° 0° 180° Array Tilt Wind Direction Module Zone Page 85 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):115 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =24.46 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -1.8 -1.8 -37.4 -37.4 -121.6 -121.6 B -2.5 -0.5 -52.0 -10.4 -168.9 -33.8 A 2.1 2.1 43.7 43.7 141.9 141.9 B 2.6 1.0 54.1 20.8 67.6 175.7 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 30° 0° 180° Array Tilt Wind Direction Module Zone Page 86 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):120 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =26.63 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -1.8 -1.8 -40.8 -40.8 -132.4 -132.4 B -2.5 -0.5 -56.6 -11.3 -183.9 -36.8 A 2.1 2.1 47.5 47.5 154.5 154.5 B 2.6 1.0 58.9 22.6 73.6 191.3 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 30° 0° 180° Array Tilt Wind Direction Module Zone Page 87 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):130 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =31.26 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -1.8 -1.8 -47.8 -47.8 -155.4 -155.4 B -2.5 -0.5 -66.4 -13.3 -215.9 -43.2 A 2.1 2.1 55.8 55.8 181.3 181.3 B 2.6 1.0 69.1 26.6 86.4 224.5 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 30° 0° 180° Array Tilt Wind Direction Module Zone Page 88 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):150 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =41.62 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -1.8 -1.8 -63.7 -63.7 -206.9 -206.9 B -2.5 -0.5 -88.4 -17.7 -287.4 -57.5 A 2.1 2.1 74.3 74.3 241.4 241.4 B 2.6 1.0 92.0 35.4 115.0 298.9 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 30° 0° 180° Array Tilt Wind Direction Module Zone Page 89 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):100 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =18.50 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -1.80 -1.80 -28.3 -28.3 -92.0 -92.0 B -2.43 -0.57 -38.2 -9.0 -124.2 -29.1 A 2.10 2.17 33.0 34.1 110.9 107.3 B 2.67 1.07 42.0 16.8 54.7 136.4 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 35° 0° 180° Array Tilt Wind Direction Module Zone Page 90 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):110 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =22.38 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -1.80 -1.80 -34.2 -34.2 -111.3 -111.3 B -2.43 -0.57 -46.2 -10.8 -150.2 -35.2 A 2.10 2.17 39.9 41.3 134.2 129.8 B 2.67 1.07 50.8 20.4 66.2 165.1 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 35° 0° 180° Array Tilt Wind Direction Module Zone Page 91 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):115 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =24.46 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -1.80 -1.80 -37.4 -37.4 -121.6 -121.6 B -2.43 -0.57 -50.5 -11.9 -164.2 -38.5 A 2.10 2.17 43.7 45.1 146.6 141.9 B 2.67 1.07 55.5 22.2 72.3 180.4 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 35° 0° 180° Array Tilt Wind Direction Module Zone Page 92 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):120 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =26.63 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -1.80 -1.80 -40.8 -40.8 -132.4 -132.4 B -2.43 -0.57 -55.0 -12.9 -178.8 -41.9 A 2.10 2.17 47.5 49.1 159.7 154.5 B 2.67 1.07 60.4 24.2 78.7 196.5 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 35° 0° 180° Array Tilt Wind Direction Module Zone Page 93 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):130 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =31.26 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -1.80 -1.80 -47.8 -47.8 -155.4 -155.4 B -2.43 -0.57 -64.6 -15.1 -209.8 -49.2 A 2.10 2.17 55.8 57.7 187.4 181.3 B 2.67 1.07 70.9 28.4 92.4 230.6 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 35° 0° 180° Array Tilt Wind Direction Module Zone Page 94 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):150 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =41.62 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -1.80 -1.80 -63.7 -63.7 -206.9 -206.9 B -2.43 -0.57 -86.0 -20.2 -279.4 -65.5 A 2.10 2.17 74.3 76.8 249.5 241.4 B 2.67 1.07 94.4 37.8 123.0 307.0 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 35° 0° 180° Array Tilt Wind Direction Module Zone Page 95 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):100 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =18.50 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -1.6 -1.8 -25.2 -28.3 -81.8 -92.0 B -2.3 -0.7 -36.2 -11.0 -117.5 -35.8 A 2.2 2.5 34.6 39.3 127.7 112.4 B 2.6 1.4 40.9 22.0 71.5 132.8 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 45° 0° 180° Array Tilt Wind Direction Module Zone Page 96 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):110 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =22.38 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -1.6 -1.8 -30.4 -34.2 -98.9 -111.3 B -2.3 -0.7 -43.8 -13.3 -142.2 -43.3 A 2.2 2.5 41.9 47.6 154.6 136.0 B 2.6 1.4 49.5 26.6 86.6 160.7 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 45° 0° 180° Array Tilt Wind Direction Module Zone Page 97 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):115 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =24.46 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -1.6 -1.8 -33.3 -37.4 -108.1 -121.6 B -2.3 -0.7 -47.8 -14.6 -155.4 -47.3 A 2.2 2.5 45.7 52.0 168.9 148.7 B 2.6 1.4 54.1 29.1 94.6 175.7 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 45° 0° 180° Array Tilt Wind Direction Module Zone Page 98 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):120 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =26.63 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -1.6 -1.8 -36.2 -40.8 -117.7 -132.4 B -2.3 -0.7 -52.1 -15.8 -169.2 -51.5 A 2.2 2.5 49.8 56.6 183.9 161.9 B 2.6 1.4 58.9 31.7 103.0 191.3 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 45° 0° 180° Array Tilt Wind Direction Module Zone Page 99 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):130 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =31.26 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -1.6 -1.8 -42.5 -47.8 -138.2 -155.4 B -2.3 -0.7 -61.1 -18.6 -198.6 -60.4 A 2.2 2.5 58.5 66.4 215.9 190.0 B 2.6 1.4 69.1 37.2 120.9 224.5 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 45° 0° 180° Array Tilt Wind Direction Module Zone Page 100 Wind Pressures and Loads for Ground Mounted PV Systems (ASCE 7-10) Referenced Building Code:ASCE 7-10Wind Speed (3 second gust speed) (V):150 MPHExposure Category:C Wind Directionality Factor (Kd):0.85 Velocity Pressure Exposure Coefficient (Kh):0.85 Topographic Factor (Kzt):1.00 q =41.62 psf Gust Effect Factor (G):0.85 Module Width:39 in. Module Length:77 in. Module Area:21 ft2 Tributary Width of Rails:3.25 ft GCN Factors & Design Wind Pressures Normal to Module Face PNW PNL Back (Tall)Front (Short) A -1.6 -1.8 -56.6 -63.7 -183.9 -206.9 B -2.3 -0.7 -81.4 -24.8 -264.4 -80.5 A 2.2 2.5 77.8 88.4 287.4 252.9 B 2.6 1.4 92.0 49.5 160.9 298.9 CNL Wind Pressures (psf) Forces On Rails (plf)CNW 45° 0° 180° Array Tilt Wind Direction Module Zone Page 101 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis 4.2.4 – Seismic Loads The maximum assumed spectral accelerations are shown below: o Site Class = D (Assumed per IBC 1613.5.2) o SMS = 1.500 (Ss*Fa) o SM1 = 1.050 (S1*Fv) o SDS = 1.000 (2/3*SMS) o SD1 = 0.700 (2/3*SM1) Based on these accelerations the worst-case Seismic Design Category is “D”. Using a seismic importance factor of 1.00, and an R of 2.0 based on ASCE 7-10 Table 15.4.2 for Nonbuilding Structures Not Similar to Buildings, the base shear can be calculated: o Base Shear (V) = Cs*W (per Equation 12.8-1)  W = weight (dead load)  Governing Cs = SDS / (R/I) = 0.500 V = 0.500*W (Strength Level) Using the weight of the modules and tributary area to each module to purlin connection point, a seismic force has been calculated for each direction: o Solar module weight = 55.0 lbs. (+/- 5 lbs.) o Tributary width to each connection point = 3.25 ft. o Dead load per connection point = 10 plf o Seismic force in each direction at each point:  = 0.500 * 10 lbs. = 5.0 plf These forces are listed in the following racking analysis. (Note that the self-weight of the racking and posts has been taken into account in models) Page 102 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis 4.3 – Ground Mount Framing Analysis The following pages includes an example of the structural design of the Osprey Ground Mount Racking Structure under a set of example parameters to illustrate the analysis process used for each unit size and design scenario (tilt, wind speed, snow load, etc.). [The following example calculations and results are for a 2x8 Heavy Duty Plus (HD+) ground mount with a 25° tilt for a 120 MPH wind speed (ASCE 7-10 wind speed, equivalent to 93 MPH ASCE 7-05 wind speed) and 20 psf ground snow load. All other load wind and snow load combinations and the corresponding acceptable unit type (Standard, Heavy Duty, Heavy Duty Plus, or Extra Heavy Duty) are detailed in the “72 & 60 Cell Module Unit Types” Summary Tables of this packet for the listed tilt options (between 15° and 45°) have also been analyzed and the results have been compared to determine the worst-case envelope results. The full analysis of every load combination and tilt is not shown in this packet in the interest of space but the overall results have been summarized in the Summary Tables in Section 3.0] Excerpt from “72 & 60 Cell Module Unit Types” Summary Tables for given example case Page 103 EPS MBG 17-NEG003 EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ (120 MPH Wind (7-10) & 20 psf Ground Snow) SK - 1 Nov 13, 2017 at 2:36 PM 2x8 - HD+ - 72 Cell - 25 Degree.r3d Y XZ Envelope Only Solution Page 104 EPS MBG 17-NEG003 EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ SK - 2 Nov 13, 2017 at 2:36 PM 2x8 - HD+ - 72 Cell - 25 Degree.r3d N1 N2 N3 N4 N15 N16 N19 N20 N21 N22 N33 N34 N35 N36 N45 N46 N65B N66A N67B N68A N59 N60 N61A N62A N53 N54 N55 N56 N47A N48A N47C N48B N49A N50A N51 N52 N53A N54A N42 N43 N44 N45A N46B N47 N48 N49 N50 N51A N52A N53B N56B N57 N58 N59A N55A N56A N57A N58A N59B N60A N61 Y XZ Envelope Only Solution Page 105 EPS MBG 17-NEG003 EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ SK - 3 Nov 13, 2017 at 2:37 PM 2x8 - HD+ - 72 Cell - 25 Degree.r3d M1 M2 M 8 M 12 M 13 M23M24M25M26M 3 0 M37BM38A M34AM35 M30AM31M 2 9 C M29AM30BM31AM32M 33 M 34 M 2 5A M 2 6AM29 M30CM31BM32AM 3 3A M31CM32BM33BM 34B M 3 5A Y XZ Envelope Only Solution Page 106 EPS MBG 17-NEG003 EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ SK - 4 Nov 13, 2017 at 2:37 PM 2x8 - HD+ - 72 Cell - 25 Degree.r3d HD - Rail (2 -7 /1 6 " De e p) HD - Rail (2 -7 /1 6 " De e p)X H D - 2x4 (1 2 ga.) HD - 2 x4 (14 g a .)HD - 2 x4 (14 g a .)Legs TopLegs TopLegs TopLegs TopX H D - 2x4 (1 2 ga.) HD - 2x4 (14 ga.)HD - BraceHD - 2x4 (14 ga.)HD - BraceHD - 2x4 (14 ga.)HD - BraceX H D - 2x4 (1 2 ga.)Legs BtmLegs BtmLegs BtmLegs BtmS T D - Br a ce S T D - Br a ce HD - Rail (2 -7 /1 6 " De e p) HD - Rail (2 -7 /1 6 " De e p)nanaLegs BtmLegs BtmS T D - Br a ce Rack Mounting ClipRack Mounting ClipRack Mounting ClipC able Br aceC a b le B ra ce Y XZ Envelope Only Solution Page 107 EPS MBG 17-NEG003 EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ SK - 5 Nov 13, 2017 at 2:38 PM 2x8 - HD+ - 72 Cell - 25 Degree.r3d H yne s 1 -5 /8 "x2 -7 /16 "x 1 2 ga H yne s 1 -5 /8 "x2 -7 /16 "x 1 2 ga 4x2 Stu d - 1 2 G a. 4 x2 S tud - 14 Ga 4 x2 S tud - 14 Ga Osprey Legs TopOsprey Legs TopOsprey Legs TopOsprey Legs Top4x2 Stu d - 1 2 G a. 4x2 Stud - 14 GaHynes 1-5/8"x2-7/16"x12ga4x2 Stud - 14 GaHynes 1-5/8"x2-7/16"x12ga4x2 Stud - 14 GaHynes 1-5/8"x2-7/16"x12ga4x2 Stu d - 1 2 G a.Osprey LegsOsprey LegsOsprey LegsOsprey LegsH yne s 1 -5 /8 "x1 -5 /8 "x1 2 ga H yne s 1 -5 /8 "x1 -5 /8 "x1 2 ga H yne s 1 -5 /8 "x2 -7 /16 "x 1 2 ga H yne s 1 -5 /8 "x2 -7 /16 "x 1 2 ga Osprey Legs TopOsprey Legs TopOsprey LegsOsprey LegsH yne s 1 -5 /8 "x1 -5 /8 "x1 2 ga RE1.5X1.5RE1.5X1.5RE1.5X1.53/16" C able3/1 6 " Ca b le Y XZ Envelope Only Solution Page 108 EPS MBG 17-NEG003 EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ SK - 6 Nov 13, 2017 at 2:38 PM 2x8 - HD+ - 72 Cell - 25 Degree.r3d -10lb/ft -10lb/ft -10lb/ft -10lb/ft -200lb Y XZ Loads: BLC 1, Dead Envelope Only Solution Page 109 EPS MBG 17-NEG003 EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ SK - 7 Nov 13, 2017 at 2:38 PM 2x8 - HD+ - 72 Cell - 25 Degree.r3d -44.8lb/ft -44.8lb/ft -44.8lb/ft -44.8lb/ft Y XZ Loads: BLC 2, Snow Envelope Only Solution Page 110 EPS MBG 17-NEG003 EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ SK - 8 Nov 13, 2017 at 2:38 PM 2x8 - HD+ - 72 Cell - 25 Degree.r3d 117.7lb/ft 122.9lb/ft 117.7lb/ft 122.9lb/ft Y XZ Loads: BLC 3, Wind Uplift - Balanced Envelope Only Solution Page 111 EPS MBG 17-NEG003 EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ SK - 9 Nov 13, 2017 at 2:38 PM 2x8 - HD+ - 72 Cell - 25 Degree.r3d 178.8lb/ft 27.2lb/ft 178.8lb/ft 27.2lb/ft Y XZ Loads: BLC 4, Wind Uplift- Unbalanced Envelope Only Solution Page 112 EPS MBG 17-NEG003 EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ SK - 10 Nov 13, 2017 at 2:38 PM 2x8 - HD+ - 72 Cell - 25 Degree.r3d -139.8lb/ft -134.6lb/ft -139.8lb/ft -134.6lb/ft Y XZ Loads: BLC 5, Wind Down - Balanced Envelope Only Solution Page 113 EPS MBG 17-NEG003 EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ SK - 11 Nov 13, 2017 at 2:38 PM 2x8 - HD+ - 72 Cell - 25 Degree.r3d -58.9lb/ft -171.4lb/ft -58.9lb/ft -171.4lb/ft Y XZ Loads: BLC 6, Wind Down - Unbalanced Envelope Only Solution Page 114 EPS MBG 17-NEG003 EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ SK - 12 Nov 13, 2017 at 2:38 PM 2x8 - HD+ - 72 Cell - 25 Degree.r3d 5lb/ft 5lb/ft 5lb/ft 5lb/ft Y XZ Loads: BLC 7, Seismic - X Envelope Only Solution Page 115 EPS MBG 17-NEG003 EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ SK - 13 Nov 13, 2017 at 2:39 PM 2x8 - HD+ - 72 Cell - 25 Degree.r3d 5lb/ft 5lb/ft 5lb/ft 5lb/ft Y XZ Loads: BLC 8, Seismic - Z Envelope Only Solution Page 116 EPS MBG 17-NEG003 EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ SK - 14 Nov 13, 2017 at 2:39 PM 2x8 - HD+ - 72 Cell - 25 Degree.r3d -200lb -200lb -200lb Y XZ Loads: BLC 9, Live Envelope Only Solution Page 117 EPS MBG 17-NEG003 EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ SK - 15 Nov 13, 2017 at 2:39 PM 2x8 - HD+ - 72 Cell - 25 Degree.r3d 55.8 -62.5 22.4 -87.4 562.6 -208.7 258.7 -.1 85.6 -4.72181.8 -1689.1 2175.6 -1684.8 1817.6 -622 1822.4 -623.8 561 -208.1 1138.7 -1539.5 1963.6 -1659.2 1135.6 -1535.2 1958.3 -1654.6 1143.4 -1546.4 1969.6 -1664.9 593.7 -218.4 2183.6-1688.8 1824.1-621.1 1819.4-619.3 2177.3-1684.5 2796.5-2186.7 2788.6-2180.8 47.8 -47.4 24.8 -22.2 2393.9 -1567.1 1860.2 -616.5 2395.6-1566.8 1862-613.8 2799.3-2198.1 1984.1 -959.6 2002.4 -961.5 1978.7 -956.9 -2.7 -326 Y XZ Envelope Only Solution Member Axial Forces (lb) (Enveloped) Page 118 EPS MBG 17-NEG003 EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ SK - 16 Nov 13, 2017 at 2:39 PM 2x8 - HD+ - 72 Cell - 25 Degree.r3d 109.4 -108.8 109.3 -108.8 1041.1 -916 157.6 -36.7 53 -10.31080.6-912 1077.6-909.4 203.6 -347.4 204.2 -348.2 913.5 -1038.2 1809.6 -1291.4 3.2 -3.2 1287.9 -1804.8 3.2 -3.2 1297.7 -1836 3.2 -3.2 1045.6 -919.1 1096.2 -827.8 208.3 -351 207.6 -350.2 1093 -825.7 0.6 -.6 0.6 -.6 108.9 -109.2 108.9 -109.2 1081.4-914.9 203.3 -360.3 1098.6 -833.2 207.5 -363.4 0.6 -.6 726.5 -518.7 757.1 -515.2 724.4 -517.2 Y XZ Envelope Only Solution Member y Shear Forces (lb) (Enveloped) Page 119 EPS MBG 17-NEG003 EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ SK - 17 Nov 13, 2017 at 2:39 PM 2x8 - HD+ - 72 Cell - 25 Degree.r3d 485.9 -483.4 548.9 -551.752 -40.5 3.2 -9.6 3.2 -3.2 -2.1 -63.6 2.9 -60.2 3.1 -97 -1.8 -101.5 52.1 -105.5 95.1 -18.1 1.1 -2.2 309.1 -172.9 1.2 -2.1 123 -11.2 134.5 -182.9 119.9 -59.1 -2.1 -64.4 -1.8 -102.8 3.1 -97.8 3 -60.8 1.6 -1.6 1.6 -1.6 486 -483.5 552 -549.2 0.7 -90.8 0.1 -148.7 0.7 -91.8 0.1 -150.2 1.6 -1.6 17.6 -93.5 2.1 -64.4 5.2 -159 Y XZ Envelope Only Solution Member z Shear Forces (lb) (Enveloped) Page 120 EPS MBG 17-NEG003 EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ SK - 18 Nov 13, 2017 at 2:39 PM 2x8 - HD+ - 72 Cell - 25 Degree.r3d 756.2 -786.6 503 -892 89 -83.7 23.3 -76.5 13.3 -11.8 141.3 1.6 133.9 -6.6 217.4 -7 227.9 1.4 88 -115.4 25.3 -7.9 2.1 -.7 76.5 -77.2 2.2-.7 48.6 -27.3 2.2 -299.2 155.4 -128.8 48 76.9 73.1 -2.3 45.4 -2.2 -.8 -.8 756.3 -786.8 504.1 -893.9 201.7 -1.6 334.3 -.2 68.6 -.5 112.4 -.1 -.8 4.7 -14.7 3.2 -10.1 8.1 -24.8 Y XZ Envelope Only Solution Member y Bending Moments (lb-ft) (Enveloped) Page 121 EPS MBG 17-NEG003 EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ SK - 19 Nov 13, 2017 at 2:39 PM 2x8 - HD+ - 72 Cell - 25 Degree.r3d 177.1 -83.2 83.3 -196.3 991.3 -1615 134.2 -142 214.4 -224.4 998.1 -757 995.3 -755 461.1 -783.8 462.6 -785.6 988.6 -1610.7 1149.1 -1292.6 -3.1 1288.9 -1145.7 -3.1 1149.2 -1292.5 -3.1 995.1 -1616.8 822.1 -620.9 156.2 -263.3 155.7 -262.7 819.8 -619.3 0.3 0.3 177.1 -83.8 192.1 -83.8 1000.1 -761.9 460.6 -813 824 -624.9 155.6 -272.5 0.3 430 -651 430.8 -653.6 428.8 -649.1 Y XZ Envelope Only Solution Member z Bending Moments (lb-ft) (Enveloped) Page 122 EPS MBG 17-NEG003 EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ SK - 20 Nov 13, 2017 at 2:39 PM 2x8 - HD+ - 72 Cell - 25 Degree.r3d.82.59.59.29 .20 .91.91.67 .36.67 .29 .6 4 .91 .6 4 .65.54 .83.6 4 .65 .26.59.59.44.6 4 .20 .18 .91 NC.91 .6 4.67 .91.36.67 .65.36.29 .18.65 .6 4 .91 .6 4 .00.82.6 4 .27.59.59.46.6 4 .20 .29 NC.91 .92 .6 4.67 .92 .67 .36.65 .18.65.6 4 .92 .6 4 .67 .6 4 .26.67 .45.6 4 NC.92 .6 4 .18.65 .65 Y XZ Code Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Code Checks Displayed (Enveloped) Envelope Only Solution Page 123 EPS MBG 17-NEG003 EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ SK - 21 Nov 13, 2017 at 2:39 PM 2x8 - HD+ - 72 Cell - 25 Degree.r3d.20.15.15.03 .00 .40.40.04 .00.04 .03 .2 0 .40 .2 0 .05.00 .20.2 0 .05 .06.15.15.05.2 0 .00 .01 .40 NC.40 .2 0.04 .40.02.04 .05.02.03 .01.05 .1 6 .40 .1 6 .00.20.1 6 .07.15.15.05.1 6 .00 .03 NC.40 .40 .1 6.04 .40 .04 .00.05 .01.05.2 0 .40 .2 0 .04 .2 0 .06.04 .05.2 0 NC.40 .2 0 .01.05 .05 Y XZ Shear Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Shear Checks Displayed (Enveloped) Envelope Only Solution Page 124 Company :EPS Nov 13, 2017 2:44 PMDesigner:MBG Job Number :17-NEG003 Checked By:_____ Model Name :EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ Cold Formed Steel Properties Label E [ksi]G [ksi]Nu Therm (\1E5 ...Density[k/ft^3]Yield[ksi]Fu[ksi] 1 Grade 50 Steel 29500 11346 .3 .65 .49 50 65 2 Grade 80 Steel 29500 11346 .3 .65 .49 80 90 Hot Rolled Steel Properties Label E [ksi]G [ksi]Nu Therm (\1E5 F)Density[k/ft^3]Yield[ksi]Ry Fu[ksi]Rt 1 A36 (Cable)29000 11154 .3 .65 0 36 1.5 58 1.2 2 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 3 HR Grade 80 29000 11154 .3 .65 .49 80 1.5 90 1.2 Cold Formed Steel Section Sets Label Shape Type Design ListMaterial Design Rules A [in2]Iyy [in4]Izz [in4]J [in4] 1 STD - 2x4 (16 ga.)4x2 Stud - 16 Ga Beam CS Default Grade 50...Typical .479 .278 1.245 .0004661 2 HD - 2x4 (14 ga.)4x2 Stud - 14 Ga Beam CS Default Grade 50...Typical .592 .333 1.513 .000912 3 XHD - 2x4 (12 ga.)4x2 Stud - 12 Ga.Beam CS Default Grade 50...Typical .831 .45 2.086 .003 4 STD - Rail (1-5/8" ...Hynes 1-5/8"x1-5/8"x12ga Beam CS Default Grade 80...Typical .536 .186 .213 .002 5 HD - Rail (2-7/16" ...Hynes 1-5/8"x2-7/16"x12ga Beam CS Default Grade 80...Typical .702 .517 .309 .002 6 STD - Brace Hynes 1-5/8"x1-5/8"x12ga VBrace CS Default Grade 80...Typical .536 .186 .213 .002 7 HD - Brace Hynes 1-5/8"x2-7/16"x12ga VBrace CS Default Grade 80...Typical .702 .517 .309 .002 Hot Rolled Steel Section Sets Label Shape Type Design List MaterialDesign ...A [in2]Iyy [in4]Izz [in4]J [in4] 1 Legs Btm Osprey Legs Column Tube A572 G...Typical .691 .313 .313 .467 2 Legs Top Osprey Legs Top Column Tube A572 G...Typical .901 .692 .692 1.036 3 Cable Brace 3/16" Cable VBrace BAR A36 (C...Typical .028 6.067...6.067....0001... Member Primary Data Label I JointJ JointK JointRotat...Section/Shape Type Design List Material Design Rul... 1 M1 N2 N1 295 HD - Rail (2-7/16" Deep)Beam CS Default Grade 80 Steel Typical 2 M2 N4 N3 245 HD - Rail (2-7/16" Deep)Beam CS Default Grade 80 Steel Typical 3 M8 N15 N16 XHD - 2x4 (12 ga.)Beam CS Default Grade 50 Steel Typical 4 M12 N20 N19 180 HD - 2x4 (14 ga.)Beam CS Default Grade 50 Steel Typical 5 M13 N22 N21 180 HD - 2x4 (14 ga.)Beam CS Default Grade 50 Steel Typical 6 M23 N65B N47C 360 Legs Top Colu...Tube A572 Gr.50 Typical 7 M24 N59 N50A 360 Legs Top Colu...Tube A572 Gr.50 Typical 8 M25 N60 N49A 360 Legs Top Colu...Tube A572 Gr.50 Typical 9 M26 N66A N48B 360 Legs Top Colu...Tube A572 Gr.50 Typical 10 M30 N46 N45 XHD - 2x4 (12 ga.)Beam CS Default Grade 50 Steel Typical 11 M37B N66A N65B HD - 2x4 (14 ga.)Beam CS Default Grade 50 Steel Typical 12 M38A N68A N67B HD - Brace VBr...CS Default Grade 80 Steel Typical 13 M34A N60 N59 180 HD - 2x4 (14 ga.)Beam CS Default Grade 50 Steel Typical 14 M35 N62A N61A HD - Brace VBr...CS Default Grade 80 Steel Typical 15 M30A N53 N54 HD - 2x4 (14 ga.)Beam CS Default Grade 50 Steel Typical 16 M31 N56 N55 HD - Brace VBr...CS Default Grade 80 Steel Typical 17 M29C N48A N47A XHD - 2x4 (12 ga.)Beam CS Default Grade 50 Steel Typical 18 M29A N47C N35 360 Legs Btm Colu...Tube A572 Gr.50 Typical 19 M30B N48B N36 360 Legs Btm Colu...Tube A572 Gr.50 Typical 20 M31A N49A N34 360 Legs Btm Colu...Tube A572 Gr.50 Typical 21 M32 N50A N33 360 Legs Btm Colu...Tube A572 Gr.50 Typical 22 M33 N51 N53A 90 STD - Brace VBr...CS Default Grade 80 Steel Typical 23 M34 N52 N54A 90 STD - Brace VBr...CS Default Grade 80 Steel Typical RISA-3D Version 15.0.2 Page 1 [C:\...\...\...\...\...\...\...\...\...\HD+\2x8\2x8 - HD+ - 72 Cell - 25 Degree.r3d] Page 125 Company :EPS Nov 13, 2017 2:44 PMDesigner:MBG Job Number :17-NEG003 Checked By:_____ Model Name :EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ Member Primary Data (Continued) Label I JointJ JointK JointRotat...Section/Shape Type Design List Material Design Rul... 24 M25A N43 N42 295 HD - Rail (2-7/16" Deep)Beam CS Default Grade 80 Steel Typical 25 M26A N48 N47 295 HD - Rail (2-7/16" Deep)Beam CS Default Grade 80 Steel Typical 26 M29 N53 N56B 360 Osprey Legs Top Colu...Pipe A572 Gr.50 Typical 27 M30C N54 N57 360 Osprey Legs Top Colu...Pipe A572 Gr.50 Typical 28 M31B N56B N52A 360 Legs Btm Colu...Tube A572 Gr.50 Typical 29 M32A N57 N53B 360 Legs Btm Colu...Tube A572 Gr.50 Typical 30 M33A N58 N59A 90 STD - Brace VBr...CS Default Grade 80 Steel Typical 31 M31C N55A N58A Rack Mounting Clip Colu...None RIGID DR1_4 32 M32B N57A N59B Rack Mounting Clip Colu...None RIGID DR1_4 33 M33B N56A N60A Rack Mounting Clip Colu...None RIGID DR1_4 34 M34B N67B N61 Cable Brace VBr...BAR A36 (Cable)Typical 35 M35A N61 N61A Cable Brace VBr...BAR A36 (Cable)Typical Basic Load Cases BLC Description Category X GravityY GravityZ Gravity Joint Point Distributed Area(M...Surface... 1 Dead DL -1 1 4 2 Snow SL 4 3 Wind Uplift - Bala...WL 4 4 Wind Uplift- Unbal...WL 4 5 Wind Down - Bala...WL 4 6 Wind Down - Unb...WL 4 7 Seismic - X ELX .5 4 8 Seismic - Z ELZ .5 4 9 Live LL 3 10 Diff. Settlement EPL 11 Self Weight OL1 -1 Load Combinations Description So...PDe...SR...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac... 1 ASCE ASD 1 Yes Y DL 1 2 ASCE ASD 2 Yes Y DL 1 LL 1 LLS 1 3 ASCE ASD 3 ...Yes Y DL 1 4 ASCE ASD 3 ...Yes Y DL 1 SL 1 SLN 1 5 ASCE ASD 4 ...Yes Y DL 1 LL .75 LLS .75 SL .75 SLN .75 6 ASCE ASD 5 ...Yes Y DL 1 3 .6 7 ASCE ASD 5 ...Yes Y DL 1 4 .6 8 ASCE ASD 5 ...Yes Y DL 1 5 .6 9 ASCE ASD 5 ...Yes Y DL 1 6 .6 10 ASCE ASD 6 ...Yes Y DL 1 3 .45 LL .75 LLS .75 11 ASCE ASD 6 ...Yes Y DL 1 4 .45 LL .75 LLS .75 12 ASCE ASD 6 ...Yes Y DL 1 5 .45 LL .75 LLS .75 13 ASCE ASD 6 ...Yes Y DL 1 6 .45 LL .75 LLS .75 14 ASCE ASD 6 ...Yes Y DL 1 3 .45 LL .75 LLS .75 SL .75 SLN .75 15 ASCE ASD 6 ...Yes Y DL 1 4 .45 LL .75 LLS .75 SL .75 SLN .75 16 ASCE ASD 6 ...Yes Y DL 1 5 .45 LL .75 LLS .75 SL .75 SLN .75 17 ASCE ASD 6 ...Yes Y DL 1 6 .45 LL .75 LLS .75 SL .75 SLN .75 18 ASCE ASD 7 Yes Y DL .6 3 .6 19 ASCE ASD 7 Yes Y DL .6 4 .6 20 ASCE ASD 7 Yes Y DL .6 5 .6 21 ASCE ASD 7 Yes Y DL .6 6 .6 22 ASCE ASD 5 ...Yes Y DL 1 ELX .7 23 ASCE ASD 5 ...Yes Y DL 1 ELZ .7 24 ASCE ASD 6 ...Yes Y DL 1 ELX .525 LL .75 LLS .75 25 ASCE ASD 6 ...Yes Y DL 1 ELZ .525 LL .75 LLS .75 RISA-3D Version 15.0.2 Page 2 [C:\...\...\...\...\...\...\...\...\...\HD+\2x8\2x8 - HD+ - 72 Cell - 25 Degree.r3d] Page 126 Company :EPS Nov 13, 2017 2:44 PMDesigner:MBG Job Number :17-NEG003 Checked By:_____ Model Name :EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ Load Combinations (Continued) Description So...PDe...SR...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac... 26 ASCE ASD 6 ...Yes Y DL 1 ELX .525 LL .75 LLS .75 SL .75 SLN .75 27 ASCE ASD 6 ...Yes Y DL 1 ELZ .525 LL .75 LLS .75 SL .75 SLN .75 28 ASCE ASD 8 ...Yes Y DL .6 ELX .7 29 ASCE ASD 8 ...Yes Y DL .6 ELZ .7 30 Diff. Settlement Y DL 1 EPL 1 5 .6 31 Self-Weight Y 11 1 Envelope AISI S100-10: ASD Cold Formed Steel Code Checks Mem...Shape Code Check Loc...LC She...Lo.........Pn/O...Tn/O...Mnyy...Mnz...CbCm...Cm...Eqn 1 M1 Hynes 1-5/8....672 22....19 .043 4.1...z 16 7367...3362...1151...1394...1 .85 .85 C5.... 2 M2 Hynes 1-5/8....652 22....17 .049 22....z 17 7367...3362...1597...1394...1 .85 .85 C5.... 3 M8 4x2 Stud - 1....642 6.333 17 .198 9.3...y 17 1724...2487...860....2602...1 .201 .85 C5.... 4 M12 4x2 Stud - 1....289 18....23 .034 9.5...y 26 3142...1772...626....1515...1 .6 .85 C5.... 5 M13 4x2 Stud - 1....184 .602 23 .012 9.4...y 23 3142...1772...626....1524...1.7....6 .85 C5.... 6 M30 4x2 Stud - 1....641 3.167 17 .203 .198 y 17 1724...2487...860....2602...1 .203 .85 C5.... 7 M37B 4x2 Stud - 1....917 .297 9 .396 0 y 17 3922...1772...626....1657...1.8....789 .85 C5.... 8 M38A Hynes 1-5/8....361 2.482 16 .001 3.9...y 23 5443...3362...1597...1394...1.6....6 1 C5.... 9 M34A 4x2 Stud - 1....914 .297 9 .396 0 y 17 3922...1772...626....1657...1.8....721 .85 C5.... 10 M35 Hynes 1-5/8....361 2.401 16 .002 3.9...y 23 5443...3362...942....1394...1.6....603 1 C5.... 11 M30A 4x2 Stud - 1....912 9.203 9 .398 9.5 y 17 3922...1772...456....1663...1.1....28 .85 C5.... 12 M31 Hynes 1-5/8....363 2.482 16 .017 1.6...z 23 5443...3362...942....1394...1.5....56 1 C5.... 13 M29C 4x2 Stud - 1....637 6.333 17 .165 9.3...y 17 1724...2487...860....2602...1 .223 .85 C5.... 14 M33 Hynes 1-5/8....199 .884 8 .002 1.8...z 23 1407...2568...851....1046...1 1 .6 C5.... 15 M34 Hynes 1-5/8....199 .884 8 .002 0 z 23 1407...2568...851....1046...1 1 .6 C5.... 16 M25A Hynes 1-5/8....672 22....19 .043 4.1...z 16 7367...3362...1151...1394...1 .85 .85 C5.... 17 M26A Hynes 1-5/8....652 4.102 17 .049 4.1...z 17 7367...3362...1597...1394...1 .85 .85 C5.... 18 M33A Hynes 1-5/8....200 .884 8 .000 1.8...z 23 1407...2568...851....1046...1 1 .6 C5.... Envelope AISC 14th(360-10): ASD Steel Code Checks Member Shape Code Check Loc[ft]LC Shear...Loc[...DirLCPnc/o...Pnt/om...Mnyy/o...Mnzz/o...CbEqn 1 M23 Osprey L....588 1.344 8 .148 1.344 y 8 26154....26973....1809.4...1809.4...1...H1-1b 2 M24 Osprey L....586 1.344 8 .148 1.344 y 8 26154....26973....1809.4...1809.4...1...H1-1b 3 M25 Osprey L....445 0 14 .048 0 y 14 26154....26973....1809.4...1809.4...1...H1-1b 4 M26 Osprey L....446 0 14 .048 0 y 14 26154....26973....1809.4...1809.4...1...H1-1b 5 M29A Osprey L....824 0 8 .202 0 y 8 20416....20685....1064.8...1064.8...1...H1-1b 6 M30B Osprey L....262 0 15 .065 0 y 14 20416....20685....1064.8...1064.8...1...H1-1b 7 M31A Osprey L....262 0 15 .065 0 y 14 20416....20685....1064.8...1064.8...1...H1-1b 8 M32 Osprey L....821 0 8 .202 0 y 8 20416....20685....1064.8...1064.8...1...H1-1b 9 M29 Osprey L....592 1.344 8 .148 1.344 y 8 26154....26973....1809.4...1809.4...1...H1-1b 10 M30C Osprey L....458 0 14 .049 0 y 14 26154....26973....1809.4...1809.4...1...H1-1b 11 M31B Osprey L....829 0 8 .203 0 y 8 20416....20685....1064.8...1064.8...1...H1-1b 12 M32A Osprey L....270 0 15 .067 0 y 14 20416....20685....1064.8...1064.8...1...H1-1b 13 M34B 3/16" Cable .005 0 7 .004 0 14 .713 603.593 1.796 1.796 1 H1-1b* 14 M35A 3/16" Cable .540 0 23 .004 0 14 .721 603.593 1.796 1.796 1 H1-1a* Envelope Member Section Deflections Member Sec x [in] LC y [in] LC z [in] LCx Rotate [r...LC (n) L/y Ratio LC(n) L/z Rat...LC 1 M1 1 max 0 8 .202 20 .515 19 6.354e-03 9 NC 1 NC 1 2 min -.284 23 -.302 14 -.48 16 -3.787e-03 18 6863.417 23 NC 1 3 2 max 0 8 .215 20 .147 19 6.357e-03 9 NC 1 NC 28 4 min -.283 23 -.22 14 -.109 8 -3.792e-03 18 3086.596 4 820.969 16 5 3 max 0 8 .222 20 .056 15 6.364e-03 9 NC 6 NC 28 RISA-3D Version 15.0.2 Page 3 [C:\...\...\...\...\...\...\...\...\...\HD+\2x8\2x8 - HD+ - 72 Cell - 25 Degree.r3d] Page 127 Company :EPS Nov 13, 2017 2:44 PMDesigner:MBG Job Number :17-NEG003 Checked By:_____ Model Name :EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] LCx Rotate [r...LC (n) L/y Ratio LC(n) L/z Rat...LC 6 min -.283 23 -.195 6 -.015 20 -3.805e-03 18 2119.526 4 642.243 16 7 4 max 0 8 .215 20 .138 19 6.345e-03 9 NC 1 NC 28 8 min -.283 23 -.219 14 -.101 8 -3.785e-03 18 3050.213 4 801.626 16 9 5 max 0 8 .201 20 .53 19 6.337e-03 9 NC 1 NC 1 10 min -.284 23 -.302 14 -.496 16 -3.777e-03 18 NC 1 NC 1 11 M2 1 max .088 23 .3 14 .413 18 5.92e-03 17 NC 1 NC 1 12 min 0 8 -.2 20 -.65 9 -3.836e-03 18 NC 1 NC 1 13 2 max .088 23 .218 14 .154 18 5.922e-03 17 NC 1 NC 7 14 min 0 8 -.215 20 -.208 9 -3.844e-03 18 2429.155 29 706.466 17 15 3 max .088 23 .194 6 .093 6 5.929e-03 17 NC 6 NC 7 16 min 0 8 -.222 20 -.108 20 -3.863e-03 18 2123.864 4 564.66 17 17 4 max .088 23 .219 14 .16 18 5.933e-03 17 NC 1 NC 7 18 min 0 18 -.215 20 -.218 9 -3.851e-03 18 3101.906 4 723.531 17 19 5 max .088 23 .3 14 .403 18 5.935e-03 17 NC 1 NC 1 20 min 0 18 -.201 20 -.634 9 -3.847e-03 18 1297.243 23 NC 1 21 M8 1 max .193 6 .055 15 .284 23 2.238e-03 16 NC 1 NC 1 22 min -.222 20 -.015 20 0 8 -2.138e-03 19 NC 1 NC 1 23 2 max .192 6 .146 18 .266 23 1.971e-03 27 NC 22 NC 1 24 min -.222 20 -.193 8 0 8 -1.325e-03 19 634.473 17 3627.599 23 25 3 max .192 6 .248 18 .23 23 2.225e-03 16 NC 28 NC 1 26 min -.222 20 -.332 8 0 8 -1.381e-03 18 375.197 17 2589.917 23 27 4 max .192 6 .213 18 .169 23 1.929e-03 17 NC 22 NC 1 28 min -.222 20 -.278 9 0 8 -1.04e-03 18 521.016 17 3542.914 23 29 5 max .192 6 .092 6 .088 23 2.531e-03 17 NC 1 NC 1 30 min -.222 20 -.108 20 0 18 -1.399e-03 18 NC 1 NC 1 31 M12 1 max 0 28 .004 23 .239 20 5.468e-03 14 NC 1 NC 1 32 min -.048 23 -.002 19 -.207 6 -4.725e-03 21 NC 1 NC 1 33 2 max 0 28 .004 16 .239 20 5.552e-03 14 NC 1 NC 1 34 min -.049 23 -.006 29 -.208 6 -4.722e-03 21 NC 1 NC 1 35 3 max 0 28 .002 16 .239 20 5.644e-03 14 NC 1 NC 1 36 min -.049 23 -.001 19 -.209 6 -4.718e-03 21 NC 1 NC 1 37 4 max 0 28 .01 23 .239 20 5.546e-03 14 NC 1 NC 1 38 min -.05 23 0 19 -.208 6 -4.715e-03 21 NC 1 3218.283 23 39 5 max 0 21 .001 16 .238 20 5.456e-03 14 NC 1 NC 1 40 min -.05 23 -.004 23 -.206 6 -4.711e-03 21 NC 1 NC 1 41 M13 1 max .081 23 .002 17 .208 6 6.015e-03 17 NC 1 NC 1 42 min 0 18 -.008 23 -.24 20 -4.287e-03 18 NC 1 NC 1 43 2 max .08 23 .015 23 .209 6 6.011e-03 17 NC 1 NC 1 44 min 0 18 0 18 -.239 20 -4.303e-03 18 NC 1 NC 1 45 3 max .08 23 .003 17 .211 6 6.007e-03 17 NC 1 NC 1 46 min 0 8 0 18 -.24 20 -4.32e-03 18 NC 1 NC 1 47 4 max .08 23 .005 17 .209 6 6.019e-03 17 NC 1 NC 1 48 min 0 16 -.011 29 -.24 20 -4.309e-03 18 NC 1 NC 1 49 5 max .08 23 .008 23 .208 6 6.03e-03 17 NC 1 NC 1 50 min 0 16 -.001 18 -.24 20 -4.299e-03 18 NC 1 NC 1 51 M23 1 max .002 16 .239 20 0 28 5.542e-04 23 NC 6 NC 1 52 min -.001 19 -.207 6 -.048 23 -1.243e-05 21 345.587 26 NC 1 53 2 max .002 16 .22 20 0 28 5.538e-04 23 NC 22 NC 1 54 min -.001 19 -.188 6 -.044 23 -1.243e-05 21 479.495 26 7720.183 23 55 3 max .002 16 .2 20 0 28 5.534e-04 23 NC 22 NC 1 56 min -.001 19 -.168 6 -.037 23 -1.243e-05 21 758.707 26 6261.502 23 57 4 max .001 16 .173 8 0 28 5.53e-04 23 NC 1 NC 1 58 min -.001 19 -.143 6 -.03 23 -1.243e-05 21 1305.669 8 9090.616 23 59 5 max .001 16 .133 8 0 28 5.528e-04 23 NC 1 NC 1 60 min 0 19 -.109 6 -.021 23 -1.243e-05 21 NC 1 NC 1 61 M24 1 max .002 16 .238 20 0 21 3.133e-03 23 NC 6 NC 1 62 min -.001 19 -.206 6 -.05 23 -8.701e-05 26 346.342 26 NC 1 RISA-3D Version 15.0.2 Page 4 [C:\...\...\...\...\...\...\...\...\...\HD+\2x8\2x8 - HD+ - 72 Cell - 25 Degree.r3d] Page 128 Company :EPS Nov 13, 2017 2:44 PMDesigner:MBG Job Number :17-NEG003 Checked By:_____ Model Name :EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] LCx Rotate [r...LC (n) L/y Ratio LC(n) L/z Rat...LC 63 2 max .002 16 .22 20 0 5 3.133e-03 23 NC 22 NC 1 64 min -.001 19 -.188 6 -.045 23 -8.701e-05 26 480.553 26 8151.011 29 65 3 max .002 16 .199 20 0 4 3.132e-03 23 NC 22 NC 1 66 min -.001 19 -.168 6 -.038 23 -8.7e-05 26 760.424 26 6612.916 29 67 4 max .001 16 .172 8 0 4 3.132e-03 23 NC 1 NC 1 68 min -.001 19 -.143 6 -.03 23 -8.7e-05 26 1309.396 8 9604.481 29 69 5 max .001 16 .132 8 0 4 3.132e-03 23 NC 1 NC 1 70 min 0 19 -.108 6 -.021 23 -8.699e-05 26 NC 1 NC 1 71 M25 1 max .003 17 .239 20 0 18 1.882e-05 18 NC 1 NC 1 72 min 0 18 -.208 6 -.081 23 -6.009e-04 23 180.511 16 NC 1 73 2 max .002 17 .211 20 0 6 1.882e-05 18 NC 1 NC 1 74 min 0 18 -.185 6 -.072 23 -6.009e-04 23 244.73 16 5037.307 29 75 3 max .002 17 .176 20 0 6 1.882e-05 18 NC 13 NC 1 76 min 0 18 -.157 6 -.062 23 -6.009e-04 23 372.409 16 4089.832 29 77 4 max .001 17 .137 20 0 6 1.882e-05 18 NC 1 NC 1 78 min 0 18 -.126 14 -.049 23 -6.009e-04 23 753.781 16 5944.854 29 79 5 max .001 17 .095 20 0 6 1.882e-05 18 NC 1 NC 1 80 min 0 18 -.09 14 -.034 23 -6.009e-04 23 NC 1 NC 1 81 M26 1 max .003 17 .24 20 0 16 7.044e-05 26 NC 1 NC 1 82 min 0 18 -.208 6 -.08 23 -1.191e-04 29 179.957 16 NC 1 83 2 max .002 17 .211 20 0 20 7.044e-05 26 NC 1 NC 1 84 min 0 18 -.186 6 -.072 23 -1.191e-04 29 243.951 16 4801.854 23 85 3 max .002 17 .177 20 0 20 7.044e-05 26 NC 13 NC 1 86 min 0 18 -.157 6 -.062 23 -1.191e-04 29 371.188 16 3898.031 23 87 4 max .001 17 .138 20 0 20 7.044e-05 26 NC 1 NC 1 88 min 0 18 -.126 14 -.049 23 -1.191e-04 29 751.245 16 5664.916 23 89 5 max .001 17 .095 20 0 20 7.044e-05 26 NC 1 NC 1 90 min 0 18 -.09 14 -.034 23 -1.191e-04 29 NC 1 NC 1 91 M30 1 max .221 20 .092 6 0 8 2.893e-03 17 NC 1 NC 1 92 min -.191 6 -.108 20 -.088 23 -1.602e-03 18 NC 1 NC 1 93 2 max .221 20 .212 18 0 8 2.206e-03 17 NC 22 NC 1 94 min -.192 6 -.278 9 -.169 23 -1.191e-03 18 522.39 17 3473.703 23 95 3 max .221 20 .247 18 0 8 2.542e-03 16 NC 28 NC 1 96 min -.192 6 -.331 8 -.23 23 -1.581e-03 18 376.193 17 2587.477 23 97 4 max .221 20 .146 18 0 8 1.595e-03 16 NC 22 NC 1 98 min -.192 6 -.193 8 -.266 23 -1.55e-03 29 636.156 17 3609.474 23 99 5 max .221 20 .055 15 0 8 2.565e-03 16 NC 1 NC 1 100 min -.192 6 -.015 20 -.283 23 -2.451e-03 19 NC 1 NC 1 101 M37B 1 max .24 20 0 18 0 16 5.344e-05 16 NC 1 NC 1 102 min -.208 6 -.003 17 -.08 23 -1.344e-03 29 NC 1 NC 1 103 2 max .239 20 .034 18 0 9 2.515e-05 18 NC 7 NC 1 104 min -.208 6 -.099 17 -.081 23 -5.584e-03 23 1180.978 17 NC 1 105 3 max .239 20 .034 20 0 21 1.412e-05 18 8121.773 29 NC 1 106 min -.207 6 -.113 14 -.076 23 -5.002e-03 23 1009.757 14 9865.917 29 107 4 max .238 20 .099 20 0 21 4.547e-06 28 NC 1 NC 1 108 min -.206 6 -.124 14 -.064 23 -4.421e-03 23 919.28 14 NC 1 109 5 max .239 20 .001 19 0 28 5.564e-05 26 NC 1 NC 1 110 min -.207 6 -.002 16 -.048 23 -7.967e-04 29 NC 1 NC 1 111 M38A 1 max .063 8 .228 20 .001 16 1.231e-05 16 NC 1 NC 1 112 min -.05 18 -.197 6 -.277 23 -2.151e-04 23 NC 1 NC 1 113 2 max .062 8 .229 20 0 16 2.361e-05 26 NC 1 NC 1 114 min -.049 18 -.199 6 -.221 23 -4.622e-04 23 NC 1 NC 1 115 3 max .061 8 .23 20 0 16 3.912e-05 26 NC 1 NC 1 116 min -.049 18 -.2 6 -.165 23 -7.092e-04 23 NC 1 NC 1 117 4 max .06 8 .231 20 0 8 5.462e-05 26 NC 1 NC 1 118 min -.048 18 -.202 6 -.108 23 -9.563e-04 23 NC 1 NC 1 119 5 max .059 8 .233 20 0 19 7.013e-05 26 NC 1 NC 1 RISA-3D Version 15.0.2 Page 5 [C:\...\...\...\...\...\...\...\...\...\HD+\2x8\2x8 - HD+ - 72 Cell - 25 Degree.r3d] Page 129 Company :EPS Nov 13, 2017 2:44 PMDesigner:MBG Job Number :17-NEG003 Checked By:_____ Model Name :EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] LCx Rotate [r...LC (n) L/y Ratio LC(n) L/z Rat...LC 120 min -.047 18 -.203 6 -.052 23 -1.203e-03 23 7458.744 21 NC 1 121 M34A 1 max .239 20 .003 17 .081 23 -2.906e-05 18 NC 1 NC 1 122 min -.208 6 0 18 0 18 -1.437e-03 23 NC 1 NC 1 123 2 max .239 20 .099 17 .105 23 2.177e-04 17 NC 7 NC 1 124 min -.207 6 -.034 18 0 18 -4.57e-03 23 1183.472 17 3581.024 23 125 3 max .238 20 .113 14 .128 23 1.315e-04 17 NC 29 NC 1 126 min -.206 6 -.034 20 0 14 -3.914e-03 23 1011.532 14 1832.222 23 127 4 max .237 20 .124 14 .118 23 4.558e-05 9 NC 1 NC 1 128 min -.206 6 -.098 20 0 26 -3.257e-03 23 921.293 14 1882.441 23 129 5 max .238 20 .002 16 .05 23 -3.069e-05 19 NC 1 NC 1 130 min -.206 6 -.001 19 0 21 -9.181e-04 23 NC 1 NC 1 131 M35 1 max .063 8 .227 20 0 8 8.158e-07 20 NC 1 NC 1 132 min -.05 18 -.196 6 -.278 23 -2.506e-04 23 NC 1 NC 1 133 2 max .062 8 .228 20 0 8 2.34e-04 29 NC 1 NC 1 134 min -.049 18 -.198 6 -.226 23 -2.528e-05 26 NC 1 NC 1 135 3 max .061 8 .229 20 0 20 7.128e-04 29 NC 1 NC 1 136 min -.049 18 -.2 6 -.175 23 -4.125e-05 26 NC 1 NC 1 137 4 max .06 8 .231 20 0 28 1.193e-03 23 NC 1 NC 1 138 min -.048 18 -.201 6 -.123 23 -5.723e-05 26 NC 1 NC 1 139 5 max .059 8 .232 20 0 26 1.675e-03 23 NC 1 NC 1 140 min -.047 18 -.202 6 -.071 23 -7.32e-05 26 7481.589 21 NC 1 141 M30A 1 max .209 6 .001 19 .049 23 3.567e-04 23 NC 1 NC 1 142 min -.239 20 -.002 16 0 28 8.587e-06 28 NC 1 NC 1 143 2 max .209 6 .098 20 .03 29 3.39e-03 23 NC 23 NC 1 144 min -.238 20 -.128 14 0 19 -1.248e-05 8 892.293 14 6058.292 23 145 3 max .209 6 .034 20 .041 23 4.289e-03 23 NC 29 NC 1 146 min -.239 20 -.116 14 0 21 -1.078e-05 8 984.117 14 NC 1 147 4 max .21 6 .034 18 .063 23 5.187e-03 23 NC 7 NC 1 148 min -.239 20 -.1 17 0 20 -9.088e-06 8 1170.745 17 7988.14 23 149 5 max .211 6 0 18 .08 23 5.733e-04 23 NC 1 NC 1 150 min -.24 20 -.003 17 0 8 1.035e-07 20 NC 1 3644.67 23 151 M31 1 max .063 8 .227 20 0 8 4.475e-06 8 NC 1 NC 1 152 min -.05 18 -.199 6 -.269 23 -2.767e-04 23 NC 1 205.652 23 153 2 max .062 8 .229 20 0 8 6.1e-06 16 NC 1 NC 1 154 min -.05 18 -.201 6 -.181 23 -7.068e-04 23 NC 1 335.883 23 155 3 max .061 8 .23 20 0 8 7.248e-06 16 NC 1 NC 1 156 min -.049 18 -.203 6 -.112 23 -1.137e-03 23 NC 1 666.587 23 157 4 max .06 8 .231 20 0 20 7.153e-06 8 NC 1 NC 1 158 min -.048 18 -.204 6 -.069 23 -1.568e-03 23 NC 1 1667.36 23 159 5 max .059 8 .233 20 0 28 8.046e-06 8 NC 1 NC 1 160 min -.047 18 -.205 6 -.041 23 -2.e-03 23 7542.725 21 NC 1 161 M29C 1 max .195 6 .056 15 .283 23 1.699e-04 16 NC 1 NC 1 162 min -.222 20 -.015 20 0 8 -1.639e-04 19 NC 1 NC 1 163 2 max .195 6 .147 18 .261 23 2.93e-03 23 NC 22 NC 1 164 min -.222 20 -.194 8 0 8 -1.023e-04 19 634.069 17 4295.895 23 165 3 max .195 6 .249 18 .231 23 1.72e-04 16 NC 28 NC 1 166 min -.222 20 -.333 8 0 8 -1.094e-04 18 374.963 17 2498.121 23 167 4 max .194 6 .214 18 .168 23 1.514e-03 23 NC 22 NC 1 168 min -.222 20 -.279 9 0 8 -8.248e-05 18 521.101 17 3614.42 23 169 5 max .194 6 .093 6 .088 23 1.908e-04 17 NC 1 NC 1 170 min -.222 20 -.108 20 0 8 -1.082e-04 18 NC 1 NC 1 171 M29A 1 max .001 16 .133 8 0 28 5.528e-04 23 NC 1 NC 1 172 min 0 19 -.109 6 -.021 23 -1.243e-05 21 536.718 24 NC 1 173 2 max 0 16 .106 8 0 28 5.528e-04 23 NC 1 NC 1 174 min 0 19 -.086 6 -.016 23 -1.243e-05 21 721.88 24 NC 1 175 3 max 0 16 .073 8 0 28 5.528e-04 23 NC 1 NC 1 176 min 0 19 -.059 18 -.011 23 -1.243e-05 21 1089.609 24 NC 1 RISA-3D Version 15.0.2 Page 6 [C:\...\...\...\...\...\...\...\...\...\HD+\2x8\2x8 - HD+ - 72 Cell - 25 Degree.r3d] Page 130 Company :EPS Nov 13, 2017 2:44 PMDesigner:MBG Job Number :17-NEG003 Checked By:_____ Model Name :EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] LCx Rotate [r...LC (n) L/y Ratio LC(n) L/z Rat...LC 177 4 max 0 16 .038 8 0 28 5.528e-04 23 NC 1 NC 1 178 min 0 19 -.03 18 -.005 23 -1.243e-05 21 2092.808 8 NC 1 179 5 max 0 1 0 1 0 1 5.528e-04 23 NC 1 NC 1 180 min 0 1 0 1 0 1 -1.243e-05 21 NC 1 NC 1 181 M30B 1 max .001 17 .095 20 0 20 7.044e-05 26 NC 1 NC 1 182 min 0 18 -.09 14 -.034 23 -1.191e-04 29 194.325 16 NC 1 183 2 max 0 17 .073 20 0 20 7.044e-05 26 NC 1 NC 1 184 min 0 18 -.069 14 -.026 23 -1.191e-04 29 260.5 16 NC 1 185 3 max 0 17 .049 20 0 20 7.044e-05 26 NC 1 NC 1 186 min 0 18 -.047 14 -.018 23 -1.191e-04 29 392.265 16 NC 1 187 4 max 0 17 .025 20 0 20 7.044e-05 26 NC 1 NC 1 188 min 0 18 -.024 14 -.009 23 -1.191e-04 29 786.357 16 NC 1 189 5 max 0 1 0 1 0 1 7.044e-05 26 NC 1 NC 1 190 min 0 1 0 1 0 1 -1.191e-04 29 NC 1 NC 1 191 M31A 1 max .001 17 .095 20 0 6 1.882e-05 18 NC 1 NC 1 192 min 0 18 -.09 14 -.034 23 -6.009e-04 23 195.029 16 NC 1 193 2 max 0 17 .072 20 0 6 1.882e-05 18 NC 1 NC 1 194 min 0 18 -.069 14 -.026 23 -6.009e-04 23 261.454 16 NC 1 195 3 max 0 17 .049 20 0 6 1.882e-05 18 NC 1 NC 1 196 min 0 18 -.047 14 -.018 23 -6.009e-04 23 393.711 16 NC 1 197 4 max 0 17 .025 20 0 6 1.882e-05 18 NC 1 NC 1 198 min 0 18 -.024 14 -.009 23 -6.009e-04 23 789.271 16 NC 1 199 5 max 0 1 0 1 0 1 1.882e-05 18 NC 1 NC 1 200 min 0 1 0 1 0 1 -6.009e-04 23 NC 1 NC 1 201 M32 1 max .001 16 .132 8 0 4 3.132e-03 23 NC 1 NC 1 202 min 0 19 -.108 6 -.021 23 -8.699e-05 26 538.03 24 NC 1 203 2 max 0 16 .105 8 0 4 3.132e-03 23 NC 1 NC 1 204 min 0 19 -.086 6 -.016 23 -8.699e-05 26 723.705 24 NC 1 205 3 max 0 16 .073 8 0 4 3.132e-03 23 NC 1 NC 1 206 min 0 19 -.059 18 -.011 29 -8.699e-05 26 1092.43 24 NC 1 207 4 max 0 16 .037 8 0 4 3.132e-03 23 NC 1 NC 1 208 min 0 19 -.03 18 -.006 29 -8.699e-05 26 2098.832 8 NC 1 209 5 max 0 1 0 1 0 1 3.132e-03 23 NC 1 NC 1 210 min 0 1 0 1 0 1 -8.699e-05 26 NC 1 NC 1 211 M33 1 max .089 6 .025 23 .088 6 1.005e-03 23 NC 1 NC 1 212 min -.109 8 0 28 -.107 8 -5.145e-05 26 NC 1 NC 1 213 2 max .09 6 .033 23 .116 6 1.391e-03 23 NC 1 NC 1 214 min -.11 8 0 21 -.136 20 -4.774e-05 26 NC 1 775.873 20 215 3 max .091 6 .041 23 .143 6 1.778e-03 23 NC 1 NC 1 216 min -.111 8 0 21 -.165 20 -4.403e-05 26 NC 1 387.823 20 217 4 max .092 6 .049 23 .171 6 2.164e-03 23 NC 1 NC 1 218 min -.112 8 0 21 -.194 20 -4.033e-05 26 NC 1 258.456 20 219 5 max .093 6 .057 23 .198 6 2.55e-03 23 NC 1 NC 1 220 min -.113 8 0 21 -.224 20 -3.662e-05 26 NC 1 193.779 20 221 M34 1 max .089 6 .025 23 .088 6 5.873e-05 26 NC 1 NC 1 222 min -.109 8 0 4 -.107 8 -7.766e-04 23 NC 1 NC 1 223 2 max .09 6 .043 23 .116 6 5.405e-05 26 NC 1 NC 1 224 min -.11 8 0 26 -.136 20 -4.5e-04 23 NC 1 778.201 20 225 3 max .091 6 .061 23 .143 6 4.938e-05 26 NC 1 NC 1 226 min -.111 8 0 26 -.165 20 -1.237e-04 29 NC 1 388.987 20 227 4 max .092 6 .079 23 .171 6 2.033e-04 23 NC 1 NC 1 228 min -.112 8 0 26 -.194 20 -2.578e-05 9 NC 1 259.231 20 229 5 max .092 6 .097 23 .198 6 5.299e-04 23 NC 1 NC 1 230 min -.113 8 0 26 -.223 20 -3.011e-05 9 NC 1 194.36 20 231 M25A 1 max 0 8 .202 20 .599 19 6.2e-03 17 NC 1 NC 1 232 min -.257 23 -.298 14 -.741 16 -4.255e-03 18 2775.54 23 NC 1 233 2 max 0 8 .215 20 .259 18 6.198e-03 17 NC 1 NC 28 RISA-3D Version 15.0.2 Page 7 [C:\...\...\...\...\...\...\...\...\...\HD+\2x8\2x8 - HD+ - 72 Cell - 25 Degree.r3d] Page 131 Company :EPS Nov 13, 2017 2:44 PMDesigner:MBG Job Number :17-NEG003 Checked By:_____ Model Name :EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] LCx Rotate [r...LC (n) L/y Ratio LC(n) L/z Rat...LC 234 min -.257 23 -.221 14 -.357 16 -4.261e-03 18 3276.191 4 819.971 16 235 3 max 0 8 .222 20 .194 18 6.193e-03 17 NC 1 NC 28 236 min -.257 23 -.195 6 -.26 8 -4.274e-03 18 2184.985 4 641.422 16 237 4 max 0 8 .215 20 .253 18 6.186e-03 17 NC 1 NC 28 238 min -.257 23 -.22 14 -.347 8 -4.252e-03 18 3243.229 4 799.613 16 239 5 max 0 8 .201 20 .614 19 6.183e-03 17 NC 1 NC 1 240 min -.257 23 -.298 14 -.756 16 -4.244e-03 18 NC 1 NC 1 241 M26A 1 max 0 8 .203 20 .554 18 2.104e-03 18 NC 1 NC 1 242 min -.192 23 -.298 14 -.866 17 -3.639e-03 16 1470.131 23 NC 1 243 2 max 0 8 .215 20 .31 18 2.105e-03 18 NC 1 NC 7 244 min -.192 23 -.221 14 -.437 9 -3.645e-03 16 3271.242 4 721.065 17 245 3 max 0 8 .222 20 .243 18 2.108e-03 18 NC 1 NC 7 246 min -.192 23 -.194 6 -.321 9 -3.661e-03 16 2182.919 4 563.94 17 247 4 max 0 8 .214 20 .304 18 2.1e-03 18 NC 1 NC 7 248 min -.192 23 -.219 14 -.426 9 -3.638e-03 16 2958.734 29 703.12 17 249 5 max 0 8 .201 20 .563 18 2.098e-03 18 NC 1 NC 1 250 min -.192 23 -.298 14 -.882 17 -3.63e-03 16 NC 1 NC 1 251 M29 1 max .002 16 .239 20 0 28 1.931e-06 8 NC 6 NC 1 252 min -.001 19 -.209 6 -.049 23 -1.223e-03 23 318.674 26 NC 1 253 2 max .002 16 .22 20 0 28 1.934e-06 8 NC 22 NC 1 254 min -.001 19 -.19 6 -.046 23 -1.223e-03 23 439.32 26 5411.687 23 255 3 max .002 16 .2 20 0 4 1.936e-06 8 NC 22 NC 1 256 min -.001 19 -.17 6 -.04 23 -1.223e-03 23 687.852 26 4389.699 23 257 4 max .002 16 .173 20 0 4 1.939e-06 8 NC 1 NC 1 258 min -.001 19 -.145 6 -.032 23 -1.223e-03 23 1304.105 8 6373.342 23 259 5 max .001 16 .133 8 0 4 1.94e-06 8 NC 1 NC 1 260 min 0 19 -.11 6 -.023 23 -1.223e-03 23 NC 1 NC 1 261 M30C 1 max .003 17 .24 20 0 8 3.439e-04 23 NC 1 NC 1 262 min 0 18 -.211 6 -.08 23 -4.27e-06 14 185.042 16 NC 1 263 2 max .002 17 .211 20 0 8 3.439e-04 23 NC 13 NC 1 264 min 0 18 -.188 6 -.075 23 -4.27e-06 14 252.362 16 3277.616 23 265 3 max .002 17 .177 20 0 8 3.439e-04 23 NC 13 NC 1 266 min 0 18 -.162 14 -.066 23 -4.27e-06 14 386.028 16 2661.338 23 267 4 max .001 17 .138 20 0 8 3.439e-04 23 NC 1 NC 1 268 min 0 18 -.131 14 -.053 23 -4.27e-06 14 784.801 16 3868.549 23 269 5 max .001 17 .095 20 0 8 3.439e-04 23 NC 1 NC 1 270 min 0 18 -.093 14 -.038 23 -4.27e-06 14 NC 1 NC 1 271 M31B 1 max .001 16 .133 8 0 4 1.94e-06 8 NC 1 NC 1 272 min 0 19 -.11 6 -.023 23 -1.223e-03 23 461.801 26 NC 1 273 2 max .001 16 .106 8 0 4 1.94e-06 8 NC 1 NC 1 274 min 0 19 -.087 6 -.018 23 -1.223e-03 23 642.082 26 NC 1 275 3 max 0 16 .073 8 0 4 1.94e-06 8 NC 1 NC 1 276 min 0 19 -.06 6 -.012 23 -1.223e-03 23 984.761 24 NC 1 277 4 max 0 16 .038 8 0 4 1.94e-06 8 NC 1 NC 1 278 min 0 19 -.031 6 -.006 23 -1.223e-03 23 1973.298 24 NC 1 279 5 max 0 1 0 1 0 1 1.94e-06 8 NC 1 NC 1 280 min 0 1 0 1 0 1 -1.223e-03 23 NC 1 NC 1 281 M32A 1 max .001 17 .095 20 0 8 3.439e-04 23 NC 1 NC 1 282 min 0 18 -.093 14 -.038 23 -4.27e-06 14 205.731 16 NC 1 283 2 max 0 17 .072 20 0 8 3.439e-04 23 NC 1 NC 1 284 min 0 18 -.072 14 -.029 23 -4.27e-06 14 276.389 16 NC 1 285 3 max 0 17 .049 20 0 8 3.439e-04 23 NC 1 NC 1 286 min 0 18 -.049 14 -.02 23 -4.27e-06 14 416.843 16 9558.247 23 287 4 max 0 17 .025 20 0 8 3.439e-04 23 NC 1 NC 1 288 min 0 18 -.025 14 -.01 23 -4.27e-06 14 836.419 16 NC 1 289 5 max 0 1 0 1 0 1 3.439e-04 23 NC 1 NC 1 290 min 0 1 0 1 0 1 -4.27e-06 14 NC 1 NC 1 RISA-3D Version 15.0.2 Page 8 [C:\...\...\...\...\...\...\...\...\...\HD+\2x8\2x8 - HD+ - 72 Cell - 25 Degree.r3d] Page 132 Company :EPS Nov 13, 2017 2:44 PMDesigner:MBG Job Number :17-NEG003 Checked By:_____ Model Name :EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] LCx Rotate [r...LC (n) L/y Ratio LC(n) L/z Rat...LC 291 M33A 1 max .09 6 .027 23 .089 6 2.324e-03 23 NC 1 NC 1 292 min -.109 8 0 4 -.107 8 -2.144e-07 21 NC 1 NC 1 293 2 max .091 6 .029 23 .117 6 2.369e-03 23 NC 1 NC 1 294 min -.11 8 0 28 -.136 20 -1.952e-06 20 NC 1 777.381 20 295 3 max .092 6 .03 23 .145 6 2.414e-03 23 NC 1 NC 1 296 min -.111 8 0 28 -.165 20 -4.189e-06 8 NC 1 388.577 20 297 4 max .093 6 .032 23 .173 6 2.459e-03 23 NC 1 NC 1 298 min -.112 8 0 28 -.194 20 -6.634e-06 8 NC 1 258.958 20 299 5 max .093 6 .033 23 .203 14 2.504e-03 23 NC 1 NC 1 300 min -.113 8 0 28 -.223 20 -9.079e-06 8 NC 1 194.155 20 301 M31C 1 max .037 18 .236 20 .08 23 7.355e-04 23 NC 1 NC 1 302 min -.047 8 -.205 6 0 26 -3.201e-05 28 NC 1 NC 1 303 2 max .037 18 .24 20 .084 23 7.346e-04 23 NC 1 NC 1 304 min -.047 8 -.208 6 0 22 -3.19e-05 28 669.848 17 NC 1 305 3 max .037 18 .243 20 .088 23 7.337e-04 23 NC 1 NC 1 306 min -.047 8 -.21 6 0 8 -3.18e-05 28 334.604 17 NC 1 307 4 max .037 18 .246 20 .092 23 7.328e-04 23 NC 1 NC 1 308 min -.047 8 -.212 6 0 18 -3.169e-05 28 222.857 17 NC 1 309 5 max .037 18 .249 20 .095 23 7.319e-04 23 NC 1 NC 1 310 min -.047 8 -.214 6 0 18 -3.158e-05 28 166.985 17 NC 1 311 M32B 1 max .037 18 .236 20 .079 23 2.524e-04 29 NC 1 NC 1 312 min -.047 8 -.208 6 0 8 -3.009e-06 20 NC 1 NC 1 313 2 max .037 18 .24 20 .083 23 2.52e-04 29 NC 1 NC 1 314 min -.047 8 -.21 6 0 8 -3.e-06 20 670.576 17 NC 1 315 3 max .037 18 .243 20 .086 23 2.516e-04 29 NC 1 NC 1 316 min -.047 8 -.212 6 0 8 -2.99e-06 20 334.965 17 NC 1 317 4 max .037 18 .246 20 .09 23 2.511e-04 29 NC 1 NC 1 318 min -.047 8 -.215 6 0 8 -2.98e-06 20 223.096 17 NC 1 319 5 max .037 18 .249 20 .094 23 2.507e-04 29 NC 1 NC 1 320 min -.047 8 -.217 6 0 8 -2.97e-06 20 167.162 17 NC 1 321 M33B 1 max .037 18 .236 20 .083 23 1.144e-03 23 NC 1 NC 1 322 min -.046 8 -.205 6 0 18 -2.204e-05 14 NC 1 NC 1 323 2 max .037 18 .239 20 .086 23 1.142e-03 23 NC 1 NC 1 324 min -.046 8 -.207 6 0 18 -2.217e-05 14 671.552 17 NC 1 325 3 max .037 18 .242 20 .089 23 1.141e-03 23 NC 1 NC 1 326 min -.046 8 -.209 6 0 14 -2.23e-05 14 335.455 17 NC 1 327 4 max .037 18 .245 20 .092 23 1.139e-03 23 NC 1 NC 1 328 min -.046 8 -.212 6 0 16 -2.243e-05 14 223.424 17 NC 1 329 5 max .037 18 .248 20 .095 23 1.137e-03 23 NC 1 NC 1 330 min -.046 8 -.214 6 0 16 -2.257e-05 14 167.41 17 NC 1 331 M34B 1 max .011 18 .033 21 .206 6 5.294e-03 14 NC 1 NC 1 332 min -.05 23 -.037 14 -.238 20 -4.74e-03 21 NC 1 NC 1 333 2 max .011 18 .033 21 .206 6 3.912e-03 14 NC 1 NC 1 334 min -.069 23 -.037 14 -.237 20 -3.525e-03 21 NC 1 NC 1 335 3 max .011 18 .032 21 .206 6 2.531e-03 14 NC 1 NC 1 336 min -.088 23 -.037 14 -.237 20 -2.309e-03 21 NC 1 NC 1 337 4 max .012 18 .031 21 .206 6 1.149e-03 14 NC 1 NC 1 338 min -.107 23 -.037 14 -.236 20 -1.093e-03 20 NC 1 NC 1 339 5 max .012 18 .03 21 .206 6 2.165e-04 29 NC 1 NC 1 340 min -.126 23 -.037 14 -.235 20 -2.322e-04 14 NC 1 NC 1 341 M35A 1 max .015 8 .031 21 .206 6 1.252e-04 21 NC 1 NC 1 342 min -.125 23 -.04 27 -.235 20 -3.506e-04 27 NC 1 NC 1 343 2 max .015 8 .031 21 .206 6 1.146e-03 14 NC 1 NC 1 344 min -.111 23 -.037 27 -.236 20 -1.087e-03 21 NC 1 NC 1 345 3 max .015 8 .032 21 .205 6 2.523e-03 14 NC 1 NC 1 346 min -.096 23 -.037 14 -.236 20 -2.298e-03 21 NC 1 NC 1 347 4 max .014 8 .033 21 .205 6 3.901e-03 14 NC 1 NC 1 RISA-3D Version 15.0.2 Page 9 [C:\...\...\...\...\...\...\...\...\...\HD+\2x8\2x8 - HD+ - 72 Cell - 25 Degree.r3d] Page 133 Company :EPS Nov 13, 2017 2:44 PMDesigner:MBG Job Number :17-NEG003 Checked By:_____ Model Name :EXAMPLE - 2x8 Osprey - 25° Tilt; - 72 Cell - HD+ Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] LCx Rotate [r...LC (n) L/y Ratio LC(n) L/z Rat...LC 348 min -.082 23 -.037 14 -.237 20 -3.51e-03 21 NC 1 NC 1 349 5 max .014 8 .033 21 .205 6 5.279e-03 14 NC 1 NC 1 350 min -.068 23 -.037 14 -.237 20 -4.722e-03 21 NC 1 NC 1 Envelope Joint Reactions Joint X [lb] LC Y [lb] LC Z [lb] LC MX [lb-ft]LC MY [lb-ft]LC MZ [lb-ft]LC 1 N35 max 1048.571 8 2183.6 16 -2.135 28 0 1 0 1 0 1 2 min -854.001 18 -1687.708 19 -63.401 23 0 1 0 1 0 1 3 N36 max 191.301 20 1824.144 17 -1.788 20 0 1 0 1 0 1 4 min -344.58 14 -620.001 18 -100.702 23 0 1 0 1 0 1 5 N34 max 190.725 20 1819.356 17 3.132 6 0 1 0 1 0 1 6 min -343.807 14 -618.193 18 -97.221 29 0 1 0 1 0 1 7 N33 max 1045.707 8 2177.322 16 2.916 4 0 1 0 1 0 1 8 min -851.687 18 -1683.413 19 -60.602 29 0 1 0 1 0 1 9 N52A max 1045.966 8 2395.616 16 .709 4 0 1 0 1 0 1 10 min -857.213 18 -1565.788 19 -90.121 29 0 1 0 1 0 1 11 N53B max 190.218 20 1862.004 17 .088 8 0 1 0 1 0 1 12 min -356.196 14 -612.726 18 -148.237 23 0 1 0 1 0 1 13 Totals:max 3652.943 8 11645.698 16 0 18 14 min -3202.982 18 -5793.39 18 -557.332 29 RISA-3D Version 15.0.2 Page 10 [C:\...\...\...\...\...\...\...\...\...\HD+\2x8\2x8 - HD+ - 72 Cell - 25 Degree.r3d] Page 134 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis 4.4 – Connections The previous portions of RISA printout provides an example of the loads (axial, shear, moment, etc.) to each member at the connection points. The following provides the capacity of each connection checked for those example loads. Note that the worst-case possible loads at all connections have been checked against the allowable capacities to ensure the connections do not govern the overall design. All bolt allowable capacities are per AISC Tables 7-1, 7-2, and Equations J3-1 and J3-2 for 3/8” diameter A325 (grade 5) bolts unless noted otherwise.  Rail to Strongback: o Tension Load per Example: 456 lbs. o Shear Load per Example: 110 lbs. o Connection Hardware: (1) 3/8” Dia. Bolt o Bolt Grade: A325 (Grade 5) o Bolt Tension Allowable Capacity: 4964 lbs. per Bolt > 456 lbs.  OK o Bolt Shear Allowable Capacity: 2647 lbs. per Bolt > 110 lbs.  OK o Bearing Strength at Bolt Holes (Eq. J3-6a) Based on Racking Framing  16 ga.: (1.2*1”*0.0598”*65ksi) < (2.4*0.375”*0.0598”*65ksi)  = 3498 lbs. / Ω = 2.00  1749 lbs.  14 ga.: (1.2*1”*0.0747”*65ksi) < (2.4*0.375”*0.0747”*65ksi)  = 4369 lbs. / Ω = 2.00  2184 lbs.  12 ga.: (1.2*1”*0.1046”*65ksi) < (2.4*0.375”*0.1046”*65ksi)  = 6119 lbs. / Ω = 2.00  3059 lbs. > 110 lbs.  OK Page 135 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis  Strongback to Backstay: o Tension Load per Example: 1665 lbs. (Strongback) o Shear Load per Example: 1970 lbs. (Backstay); 219 lbs. (Strongback) o Connection Hardware: (1) 3/8” Dia. Bolt at Strongback and (1) at Bracket o Bolt Grade: A325 (Grade 5) o Bolt Tension Allowable Capacity: 4964 lbs. per Bolt > 1665 lbs.  OK o Bolt Shear Allowable Capacity: 2647 lbs. per Bolt > 1031 lbs.  OK o Bolt Double Shear Allowable Capacity: 5294 lbs. per Bolt > 1970 lbs.  OK o Bearing Strength at Bolt Holes (Eq. J3-6a) Based on Racking Framing StrongBack:  16 ga.: (1.2*1”*0.0598”*65ksi) < (2.4*0.375”*0.0598”*65ksi)  = 3498 lbs. / Ω = 2.00  1749 lbs.  14 ga.: (1.2*1”*0.0747”*65ksi) < (2.4*0.375”*0.0747”*65ksi)  = 4369 lbs. / Ω = 2.00  2184 lbs.  12 ga.: (1.2*1”*0.1046”*65ksi) < (2.4*0.375”*0.1046”*65ksi)  = 6119 lbs. / Ω = 2.00  3059 lbs. > 1031 lbs.  OK Backstay and Bracket:  12 ga.: (1.2*1”*0.1046”*65ksi) < (2.4*0.375”*0.1046”*65ksi)  = 6119 lbs. * 2 Sides / Ω = 2.00  6119 lbs. > 1970 lbs.  OK Page 136 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis  Strongback to Mounting L-plate / Chassis: *Item 10 Shown in the Figure to the left uses (4) bolts to connect to the chassis member (not shown in figure). o Shear Load per Example: 2002 lbs. o Connection Hardware: (1) 3/8” Dia. Bolt at Strongback and (4) at Chassis o Bolt Grade: A325 (Grade 5) o Bolt Shear Allowable Capacity: 2647 lbs. per Bolt > 2002 lbs.  OK o Bolt Shear at Chassis Stud:  (2002 lbs / 4 Bolts) + (654 lb-ft. * (12” / 2.5”) / 2 Bolt Rows) = 2070 lbs. < 2647 lbs.  OK o Bearing Strength at Bolt Holes (Eq. J3-6a) Based on Racking Framing StrongBack:  16 ga.: (1.2*1”*0.0598”*65ksi) < (2.4*0.375”*0.0598”*65ksi)  = 3498 lbs. / Ω = 2.00  1749 lbs.  14 ga.: (1.2*1”*0.0747”*65ksi) < (2.4*0.375”*0.0747”*65ksi)  = 4369 lbs. / Ω = 2.00  2184 lbs.  12 ga.: (1.2*1”*0.1046”*65ksi) < (2.4*0.375”*0.1046”*65ksi)  = 6119 lbs. / Ω = 2.00  3059 lbs. > 2002 lbs.  OK Chassis Stud:  16 ga.: (1.2*1”*0.0598”*65ksi) < (2.4*0.375”*0.0598”*65ksi)  = 3498 lbs. * 4 Bolts / Ω = 2.00  6996 lbs.  14 ga.: (1.2*1”*0.0747”*65ksi) < (2.4*0.375”*0.0747”*65ksi)  = 4369 lbs. * 4 Bolts / Ω = 2.00  8738 lbs. > 2070 lbs.  OK  12 ga.: (1.2*1”*0.1046”*65ksi) < (2.4*0.375”*0.1046”*65ksi)  = 6119 lbs. * 4 Bolts / Ω = 2.00  12238 lbs. Page 137 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis  Backstay to Chassis: o Tension Load per Example: 1665 lbs. o Shear Load per Example: 1970 (Backstay); 630 lbs. (Chassis) o Connection Hardware: (1) 3/8” Dia. Bolt at Backstay and (1) at Chassis o Bolt Grade: A325 (Grade 5) o Bolt Tension Allowable Capacity: 4964 lbs. per Bolt > 1665 lbs.  OK o Bolt Shear Allowable Capacity: 2647 lbs. per Bolt > 630 lbs.  OK o Bolt Double Shear Allowable Capacity: 5294 lbs. per Bolt > 1970 lbs.  OK o Bearing Strength at Bolt Holes (Eq. J3-6a) Based on Racking Framing Backstay and Bracket:  12 ga.: (1.2*1”*0.1046”*65ksi) < (2.4*0.375”*0.1046”*65ksi)  = 6119 lbs. * 2 Sides / Ω = 2.00  6119 lbs. > 1970 lbs.  OK Chassis Stud:  16 ga.: (1.2*1”*0.0598”*65ksi) < (2.4*0.375”*0.0598”*65ksi)  = 3498 lbs. / Ω = 2.00  1749 lbs.  14 ga.: (1.2*1”*0.0747”*65ksi) < (2.4*0.375”*0.0747”*65ksi)  = 4369 lbs. / Ω = 2.00  2184 lbs. > 630 lbs.  OK  12 ga.: (1.2*1”*0.1046”*65ksi) < (2.4*0.375”*0.1046”*65ksi)  = 6119 lbs. / Ω = 2.00  3059 lbs. Page 138 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis  Chassis Mid-Stud to Post: *Item 10 Shown in the Figure to the left uses (4) bolts to connect to the chassis member (not shown in figure). o Shear Load per Example: 1836 lbs. o Connection Hardware: (2) 3/8” Dia. Bolts o Bolt Grade: A325 (Grade 5) o Bolt Shear Allowable Capacity: 2647 lbs.*2 = 5294 lbs. > 1836 lbs.  OK o Bearing Strength at Bolt Holes (Eq. J3-6a) Based on Racking Framing Chassis Stud:  16 ga.: (1.2*1”*0.0598”*65ksi) < (2.4*0.375”*0.0598”*65ksi)  = 3498 lbs. * 2 Bolts / Ω = 2.00  3498 lbs.  14 ga.: (1.2*1”*0.0747”*65ksi) < (2.4*0.375”*0.0747”*65ksi)  = 4369 lbs. * 2 Bolts / Ω = 2.00  4369 lbs. > 1836 lbs.  OK  12 ga.: (1.2*1”*0.1046”*65ksi) < (2.4*0.375”*0.1046”*65ksi)  = 6119 lbs. * 2 Bolts / Ω = 2.00  6119 lbs. Post Bracket:  12 ga.: (1.2*1”*0.1046”*65ksi) < (2.4*0.375”*0.1046”*65ksi)  = 6119 lbs. * 2 Bolts / Ω = 2.00  6119 lbs. > 1836 lbs.  OK Page 139 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis  Chassis Front/Rear Stud to Post: *Item 10 Shown in the Figure to the left uses (4) bolts to connect to the chassis member (not shown in figure). o Tension Load per Example: 552 lbs. o Shear Load per Example: 109 lbs. o Connection Hardware: (2) 3/8” Dia. Bolts o Bolt Grade: A325 (Grade 5) o Bolt Tension Allowable Capacity: 4964 lbs.*2 = 9928 lbs. > 552 lbs.  OK o Bolt Shear Allowable Capacity: 2647 lbs.*2 = 5294 lbs. > 109 lbs.  OK o Bearing Strength at Bolt Holes (Eq. J3-6a) Based on Racking Framing Chassis Stud:  16 ga.: (1.2*1”*0.0598”*65ksi) < (2.4*0.375”*0.0598”*65ksi)  = 3498 lbs. * 2 Bolts / Ω = 2.00  3498 lbs.  14 ga.: (1.2*1”*0.0747”*65ksi) < (2.4*0.375”*0.0747”*65ksi)  = 4369 lbs. * 2 Bolts / Ω = 2.00  4369 lbs. > 109 lbs.  OK  12 ga.: (1.2*1”*0.1046”*65ksi) < (2.4*0.375”*0.1046”*65ksi)  = 6119 lbs. * 2 Bolts / Ω = 2.00  6119 lbs. Post Bracket:  12 ga.: (1.2*1”*0.1046”*65ksi) < (2.4*0.375”*0.1046”*65ksi)  = 6119 lbs. * 2 Bolts / Ω = 2.00  6119 lbs. > 109 lbs.  OK Page 140 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis  Leg Brace to Chassis and Post: *Item 13 shown in the figure to the left attaches to a 3/8” stud that is welded to the inside of the post (not shown in figure). o Tension Load per Example: 2198 lbs.* 0.707 = 1554 lbs. o Shear Load per Example: 2799 lbs.(bracket); 2799*0.707=1979 lbs.(Chassis) o Connection Hardware: (1) 3/8” Dia. Bolt at Chassis and (1) at Post o Bolt Grade: A325 (Grade 5) o Bolt Tension Allowable Capacity: 3958 lbs. per Bolt* > 1554 lbs.  OK o Bolt Shear Allowable Capacity: 2110 lbs. per Bolt* > 1554 lbs.  OK o Bolt Double Shear Allowable Capacity: 5294 lbs. per Bolt > 2799 lbs.  OK o Bearing Strength at Bolt Holes (Eq. J3-6a) Based on Racking Framing Leg Brace and Bracket:  12 ga.: (1.2*1”*0.1046”*65ksi) < (2.4*0.375”*0.1046”*65ksi)  = 6119 lbs. * 2 Sides / Ω = 2.00  6119 lbs. > 2799 lbs.  OK Chassis Stud:  16 ga.: (1.2*1”*0.0598”*65ksi) < (2.4*0.375”*0.0598”*65ksi)  = 3498 lbs. * 1 Bolt / Ω = 2.00  1749 lbs.  14 ga.: (1.2*1”*0.0747”*65ksi) < (2.4*0.375”*0.0747”*65ksi)  = 4369 lbs. * 1 Bolt / Ω = 2.00  2184 lbs. > 1979 lbs.  OK  12 ga.: (1.2*1”*0.1046”*65ksi) < (2.4*0.375”*0.1046”*65ksi)  = 6119 lbs. * 1 Bolt / Ω = 2.00  3059 lbs. *Bolt Allowable Tension and Shear has been reduced for Combined Tension and Shear per Equation J3-2 and J3-3 Page 141 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis 4.5 – Post Uplift Reaction Loads The worst-case uplift, lateral, and downward (compression) loads have been calculated for each scenario shown in the Summary Tables. The earth anchors are required to be tested to 150% (factor of safety of 1.5) of the worst case tension load that the combined uplift and lateral forces would impose on each specific anchor under the governing load combination. It has been determined that the governing load combinations for tension on the anchors are Load Cases (LC) 18, 19, 20, & 21. Since many of the cables are installed at a 15° angle, both uplift loads and lateral loads can exert a tension force on an anchor depending on the anchors orientation. Cables can only resist tension forces so any lateral movement in the direction away from a specific earth anchor will produce a tension load on the cable. In addition, since the cable is a set length and the ground prevents rotation of the cable around the earth anchor, the lateral force will also result in a downward (compression) load at that anchor point. Example Case of Resultant Earth Anchor Tension Loads due to Uplift and Lateral Loads Page 142 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis Therefore, the earth anchors are required to be installed in various directions to ensure uplift and lateral resistance for wind/seismic loads in any direction (see figures below for clarification): Anchor Lines 1 & 3 Configuration Anchor Line 2 Configuration Top – Single Anchor; Btm – Multiple Anchors Top – Single Anchor; Btm – Multiple Anchors Page 143 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis These configurations ensure that lateral loads from winds from the north are resisted by the back anchors of line 1 and 3 and the front anchor from line 2 while winds from the south are resisted by the front anchors of lines 1 and 3 and the back anchor from line 2. In addition, the anchors on lines 1 and 3 are also angled 15° toward the north/south centerline of the array to provide resistance to seismic lateral loads. See Nuance’s installation manual for complete anchor installation requirements. Maximum tension loads in the anchors have been calculated by using the higher of the uplift load at each anchor, or the worst-case resultant tension load in the cable from a combination of the anchor uplift load plus the resultant tension in the cable from the net lateral load from each anchor set (since only the cable angled away from the direction of the load will resist the lateral load) while subtracting out the sliding resistance between the baseplate and the ground (conservatively based on a 0.25 coefficient of friction per IBC Table 1806.2). As an example, the governing load case for the design example from the previous pages is Load Case 19: Load Case 19 Reaction Loads Page 144 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis For this load case, anchors N35, N33, and N53B would resist the lateral since wind is from the north (back of the array). Using Anchor 35 as an example, the total lateral load would be the combination of: o -725 lbs. (N35) + -188 lbs. (N36) divided by SIN(15°) = -3528 lbs. But this also results in a downward load on the baseplate of: o 3528 lbs. * COS(15°) = 3408 lbs. Since there is an uplift load of -1687 lbs. the net load at the baseplate is: o -1687 lbs. + 3408 lbs. = +1721 lbs. Conservatively using a coefficient of friction of 0.25 would result a resistance of: o 1721 lbs. * 0.25 = 430 lbs. of lateral load Therefore, this results in net lateral load of: o -725 lbs. + -188 lbs. + 430 lbs. = 483 lbs. Which equates to a resultant tension load in the cable of: o 483 lbs. / SIN(15°) = 1867 lbs. This value represents the worst-case tension load that the cable would experience during a design event. This value is multiplied by 1.5 to determine the required test load and rounded up to the nearest 100 lbs.: o 1867 * 1.5 (factor of safety) = 2801 lbs.  Use 2900 lbs. This matches the value given in the design chart for this specific anchor: Excerpt from “Required Earth Anchor Test Loads” Summary Tables for given example case Page 145 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis *For test loads greater than 2500 lbs. or as required by the tables in Section 3.0, (2) anchors may be required at specific post bases as noted. (multiple anchors per post base shall be installed per Nuance’s specifications and as previously detailed). **If the required tension loads are not successfully achieved, a deeper depth may be required. If a deeper depth is not possible or if the loads are not able to be successfully achieved at the maximum depth, EPS shall be contacted to determine an alternate foundation option. The earth anchor installer shall keep an anchor test log to record all loading data / test observations and shall take photos during the load test to show that the required loads were achieved. To ensure the vertical bearing on the soils remains at 1500 psf maximum in accordance with IBC Table 1806.2, the baseplate size requirement is based on the worst-case compression loads from the envelope of load combinations. o Downward (compression) loads of up to 1500 lbs. per leg/baseplate shall be supported on a 12” x 12” x 3/16” baseplate. o Loads in excess of 1500 lbs. and up to 2666 lbs., a 16” x 16” x 3/16” baseplate is required. o Loads in excess of 2666 lbs. and up to 3375 lbs., an 18” x 18” x 1/4” baseplate is required. o Compression loads in excess of 3375 lbs. shall require a 20” x 20” x 1/4” baseplate. Page 146 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis The baseplate size requirements are summarized in “Minimum Required Baseplate Size” Summary Tables. All baseplate holes to accommodate earth anchors shall have no more than 2.75” from the center of the anchor hole to the center of the baseplate for 3/16” thick plates and no more than 4” from the center of the anchor hole to the center of the baseplate for 1/4” thick plates. Page 147 ENGINEERED POWER SOLUTIONS 1405 SPRING STREET, SUITE 204 PASO ROBLES, CA 93446 (805) 423-1326 Osprey PowerPlatform® – Comprehensive Racking Analysis APPENDIX (FOR REFERENCE ONLY) Page 148 48.00 1219.2 9.00 228.6 MAXIMUM 1 3 6 5 2 4 NOTES: UNLESS OTHERWISE SPECIFIED. 1) PACKAGING: 25 PER BUNDLE, 2 BUNDLES PER BOX ITEM NO.PART NUMBER DESCRIPTION QTY. 1 10848 68-DBD-II ANCHOR HEAD 1 2 10542 CAB-06-S 3/16 STL ST 7X7 1 3 10543 SLV-06-C CPR SLEEVE 1 4 10055 SLV-06-A ALUM SLEEVE 1 5 H-0506-06 FLATWASHER, 3/4" USS WIDE 1 6 5099 STRANDVISE 3/16"1 A B C D 12345678 A B C D 12345678 PAPER SIZE DRAWING NUMBERA11085-II-ODA ISS REVISED BY:REVISION DATE ECO # This drawing contains confidential information that is the property of MacLean Power, L.L.C. ("MacLean"). Use of MacLean's confidential information without MacLean's express written consent is strictly prohibited and may expose you to legal liability. If you believe that you received this material in error, please destroy it or return it to "MacLean Power, L.L.C., 11411 Addison Street, Franklin Park, Illinois 60131, USA." F WWW.MACLEANPOWER.COM 1OF1 DRAWN BY: DRAWING DESCRIPTION: SHEET NAME: DRAWING NUMBER: TR-68-DBD-II-WG-048S3/16" SS WIRE TURF ASSY Sheet1 11085-II-ODA DESIGN DATE: 11085-II CATALOG NO. MW 03/16/17Page 149 RESIDENTIAL COMMERCIAL UTILITY 241 N. 10th Street #6-7, Sacramento, CA 95811 www.DualRack.net Product Line GROUNDING MID CLAMP Item # Product NameDR-GMC-01 DR Grounding Mid Clamp Material Specifications - Grounding Mid Clamp Material Specifications - Channel Strut Material Designation Stainless steel 1.4301 Alloy X5CrNi1810 Hardness A2-70 Density (p) 0.29 lbm/in³ (7.9 g/cm³) Coefficient of Thermal expansion (α ) 8.9E-06/°F(1.60E-05/°C) Modulus of Elasticity (E) 24,677.4 Kip/in² (17,000 kN/cm²) Shear Modulus (G) 9,362.9 Kip/in² (6,450.00 kN/cm²) Component List Material QTY Mid Clamp 01 Channel Strut 01 Lock-Tight M8 Allen Bolt-65mm 01 Lock Washer 01 Ordering Specifics Installation Guide Package Small Box Big Box Standard Packaging 10pc 80pc 320pc Weight 1.67 lbs 13.36 lbs 53.44 lbs т Dual Rack stainless grounding mid clamp has been tested and certified to UL 2703. With advanced design, each grounding mid clamp pierces through the anodized coatings of the solar module frame to form secure electrical bounds, which are repeated throughout the array. Dual Rack Grounding Clamp has proven robust in grounding 60-cell and 72-cell Type 1 solar module frames. Comparing with traditional solar module grounding method, Dual Rack integrated grounding system, including grounding mid clamp and grounding, bounding, splicing three-in-one stainless lug (GBS-P6, UL467), eliminates separate module grounding hardware, and it creates many parallel grounding paths throughout the array, providing greater safety for system owners, also save installation time and hardware cost ADVANTAGES • Compatible with Dual Rack PV mounting system • Electrically bond the solar modules together • Conforms to UL STD 2703 and Class A Fire Rated Material Designation 6005-T5 Density (p) 168.56 lbs/ft³ (2.7 g/cm³) Coefficient of Thermal expansion (α ) 1.306E-05/ °F(2.35E-05/°C) Diffusivity (λ) 200.00 W/m-°K Modulus of Elasticity (E) 10.152E06 Psi (7,000 kN/cm²) Shear Modulus (G) 3.916E06 Psi (2,700 kN/cm²) For detailed instructions please refer to the Dual Rack installation guide RESIDENTIAL COMMERCIAL UTILITY 241 N. 10th Street #6-7, Sacramento, CA 95811 www.DualRack.net Product Line - Mid Clamp MID CLAMP, END CLAMP & CHANNEL STRUT Item # Product Name DR-CMC-01 DR Mid Clamp - Clear DR-BMC-01 DR Mid Clamp - Black Product Line - Channel Strut Item # Product Name DR-CCS-01 DR Channel Strut - Clear DR-BCS-01 DR Channel Strut - Black Product Line - End Clamp Item # Product Name DR-CEC-01 DR End Clamp - Clear - 31mm DR-CEC-02 DR End Clamp - Clear - 40mm DR-CEC-03 DR End Clamp - Clear - 45mm DR-CEC-04 DR End Clamp - Clear - 50mm DR-BEC-01 DR End Clamp - Black - 31mm DR-BEC-02 DR End Clamp - Black - 40mm DR-BEC-03 DR End Clamp - Black - 45mm DR-BEC-04 DR End Clamp - Black - 50mm Material Specifications Material Designation 6005-T5 Density (p) 168.56 lbs/ft³ (2.7 g/cm³) Coefficient of Thermal expansion (α ) 1.306E-05/ °F(2.35E-05/°C) Diffusivity (λ) 200.00 W/m-°K Modulus of Elasticity (E) 10.152E06 Psi (7,000 kN/cm²) Shear Modulus (G) 3.916E06 Psi (2,700 kN/cm²) Mechanical Properties Tensile Strength (f u,k) 38.0 Ksi (26.0 kN/cm²) Tensile Yield Strength (f y,k) 35.0 Ksi (24.0 kN/cm²) Profile Wall Thickness (t ≤ 0.39 in/100 mm) Component List Material QTY Mid Clamp Set Mid Clamp 01 Channel Strut 01 M8 Allen Bolt-65mm 01 End Clamp Set End Clamp 01 Channel Strut 01 M8 Allen Bolt-25mm 01 Channel Strut Set Channel Strut 01 M8 Allen Bolt-25mm 01 Ordering Specifics Package Small Box Big Box Standard Packaging 10pc 80pc 320pc Weight Mid Clamp 1.67 lbs 13.36 lbs 53.44 lbs End Clamp 31mm 1.21 lbs 9.68 lbs 38.72 lbs End Clamp 40mm 1.39 lbs 11.12 lbs 44.48 lbs End Clamp 45mm 1.43 lbs 11.44 lbs 45.76 lbs End Clapm 50mm 1.5 lbs 12.0 lbs 48.0 lbs Channel Strut 0.64 lbs 5.12 lbs 20.48 lbs т Dual Rack offers a clamp made with precise design accuracy using telescoping end-pieces, eliminating custom cuts. With this high quality channel strut there’s no need for welding and punching. You can use repeatedly, with a wide usage range and flexibility for installation. The channel strut can also be used to secure micro inverters. All made from stainless steel, with strength and durability which has been field tested in installations all across North America. ADVANTAGES • Compatible with Dual Rack PV mounting system • Mechanically clamps solar panel in place • Made from SS6005-T5 for durability • 10-year warranty: 25-year expected life • Lock-tight bolts for secure attachments • 10-year warranty • Conforms to UL STD 2703 and Class A Fire Rated RESIDENTIAL COMMERCIAL UTILITY 241 N. 10th Street #6-7, Sacramento, CA 95811 www.DualRack.net MID CLAMP, END CLAMP & CHANNEL STRUT Installation Guide Contact Info Distributor Info Dual Rack Inc. 241 N. 10th Street, # 6-7 Sacramento, CA 95811 916-492-2797 Mid Clamp 1. Insert the 3/8” allen bolt through the mid clamp and screw the bottom to the channel strut 2. Lower or slide the channel strut through the rail gap 3. Screw in the 3/8” bolt and the channel strut will align itself with the rail grooves. End Clamp 1. Insert the 3/8” allen bolt through the end clamp and screw the bottom to the channel strut 2. Lower or slide the channel strut through the rail gap 3. Screw in the 3/8” bolt and the channel strut will align itself with the rail grooves. Channel Strut w/ Micro Inverter 1. Insert the 3/8” allen bolt through the washer and screw the bottom to the channel strut 2. Lower or slide the channel strut through the rail gap 3. Place the micro inverter between the rail and washer 4. Screw in the 3/8” bolt and the channel strut will align itself with the rail grooves. For detailed instructions please refer to the Dual Rack installation guide1.57"0.71"1.5 6 " 0.58"1.58"1.97" [50mm]0.36"1.77"[45mm]1.57"[40mm]1.22"[31mm]1.3 8 " 0.81"0.35"0.31" MPPT: 1 STRING OF 16 WIRE & CONDUIT SCHEDULECIRCUITIDMIN. CONDUITAL OR CUCONDUCTORSIZESWIRE TYPEGROUNDLENGTHVOLTAGE DROPNOTES1FREE AIR OR INEMTCU(2) 10 AWG /STRINGPV-WIRE6 AWG (CU)85 FT. MAX0.71%400 V, 15 A (MAX CONTINUOUSCURRENT)234 IN. EMTCU(2) 10 AWGTHWN-210 AWG (CU)15 FT. MAX0.15%400 V, 15 A (MAX CONTINUOUSCURRENT)334 IN. PVCCU(4) 10 AWGTHWN-210 AWG (CU)25 FT.0.22%400 V, 15 A (MAX CONTINUOUSCURRENT)434 IN. EMTCU(2) 6 AWG,(1) 8 AWG NTHWN-28 AWG (CU)5 FT.0.04%240 V, 42 A (MAX CONTINUOUS OUTPUTCURRENT)51 14 IN. PVC OR EMTCU(2) 2 AWG,(1) 2 AWG NTHWN-26 AWG (CU)80 FT.0.14%240 V, 84 A (MAX CONTINUOUSCURRENT)EQUIPMENT SCHEDULEEQUIPMENTIDDESCRIPTIONTOTALQTY.MANUFACTURERMODELRATINGNOTESA(N) PV MODULE60LGLG360Q1C-A5360 WSEE PV MODULE ELECTRICAL SPECIFICATIONS SHEET.B(N) SOLAR POWER OPTIMIZER60SOLAREDGEP370370 W1 OPTIMIZER PER MODULE. SEE POWER OPTIMIZERELECTRICAL SPECIFICATIONS SHEET.C(N) JUNCTION BOXASREQ'DGENERICNEMA 3R, UL LISTEDD(N) 10000 W INVERTER2SOLAREDGESE10000H-US120/240 V, 42 A MAX CONT.OUTPUT CURRENT10000 W; SEE INVERTER ELECTRICAL SPECIFICATIONS SHEET.E(N) INVERTER COMBINERPANEL1TBDTBD120/240 V, 125 A(2) 60 A SOLAR BREAKERS. LOCATED NEXT TO INVERTERSF(N) PV PRODUCTION METER1MILBANKCATALOG NO.U9551-RRL200 APV SYSTEM WIRED TO LOAD SIDE OF METER SOCKETG(N) SOLAR PV FUSED AC TAPDISCONNECT1TBDTBD200 A. 110 A FUSESTO BE UTILITY/AHJ-ACCESSIBLE, ADJACENT TO PRODUCTIONMETER, AND LOCKABLE IN 'OFF' POSITION.KNIFE-BLADE/LEVER STYLE. LABELED AS PER UTILITY ANDNEC: "PHOTOVOLTAIC SYSTEM DISCONNECT."H(E) FUSED MAIN SERVICEDISCONNECT1TBDTBD400 A, 120/240 VLOCATED IN POLE-MOUNTED MAIN SERVICE PANEL,DIRECTLY ADJACENT UTILITY METER. FEEDS MAINRESIDENCE.I(E) UTILITY METER1LANDIS AND GYRGRIDSTREAMRF2120/240 V SERVICEPOLE-MOUNTED. LOCATED NEAR WESTERN PROPERTYBOUNDARY. LABELED "WARNING! PHOTOVOLTAIC SYSTEMCONNECTED"MODULE SPECIFICATIONSMANUFACTURER:LGMODEL #:LG360Q1C-A5POWER RATING:360 W (STC)MAX POWER CURRENT (Imp):9.87 ADCMAX POWER VOLTAGE (Vmp):36.5 VDCSHORT CIRCUIT CURRENT (Isc):10.79 ADCOPEN CIRCUIT VOLTAGE (Voc):42.7 VDCTEMP COEFFICIENT OF Voc:-0.24%/DEG CMAX VOLTAGE (AT -38.9°c):49.25 VDCVOLTAGE RATING:1000 VDCMAX SERIES FUSE RATING:20 ADCKLEIN RESIDENCE PV SYSTEM SUMMARYRATED AC OUTPUT:20.0 KWRATED DC OUTPUT:21.60 KW STCINTERCONNECTION VOLTAGE:120/240 V 1ɸ3WINTERCONNECTION CURRENT:84 AINTERCONNECTION OCPD:110 A 1PMODULES:(60) LG LG360Q1C-A5INVERTERS:(2) SOLAREDGE SE10000H-USOPTIMIZERS:(60) SOLAREDGE P370DC OPTIMIZER SPECIFICATIONS - P370 OPTIMIZERMANUFACTURER:SOLAREDGEMODEL:P370RATED INPUT POWER:370 WATTSABSOLUTE MAX INPUT VOLTAGE:60 VDCMPPT OPERATING RANGE:8 - 60 VDCMAX SHORT CIRCUIT CURRENT (Isc):11 ADCMAX OUTPUT VOLTAGE:60 VDCMAX OUTPUT CURRENT:15 ADCADBBB1D460 A60 AJMPPT: 1 STRING OF 14 ACBBB12MPPT: 1 STRING OF 16 ABBBJMPPT: 1 STRING OF 14 ACBBB12JC3JC124EFAGM200 A3511552TO UTILITY120/240 V TRANSFORMERH400 ATO MAIN RESIDENCE,LOADSMI4110 AThis drawing is the property of Sunsense, Inc. This information is confidential and is to be used only in connection with work described by Sunsense, Inc. No part is to be disclosed to others without written permission from Sunsense Inc. Confidentiality StatementREV.DESCRIPTION DATE Project: Drawing: SINGLE LINE DIAGRAM Address: Sheet No.PV 2.1 REV. PHOTOVOLTAIC SYSTEM KLEIN RESIDENCE 1.0 1.0 CHK. BYDRN. BY 773 COUNTY ROAD 112 CARBONDALE, CO 81623 07/12/2018 DS JLSheet No.PV 2.11629 Dolores Way, Ste. E, Carbondale, CO 81623 www.sunsensesolar.com 970.963.1420 PERMIT GENERAL NOTES:1)ALL EQUIPMENT SHALL BE NRTL LISTED FOR USE INSYSTEM CONFIGURATION.2)INSTALLATION SHALL COMPLY WITH APPLICABLEBUILDING AND ELECTRICAL CODES.3)SYSTEM DESIGNED FOR 2% OR LESS VOLTAGE DROP.4)INTERCONNECTION SHALL BE IN COMPLIANCE WITHUTILITY STANDARDSKEYED NOTES:1.THE MONITORING SERVICE REQUIRES AN INTERNETCONNECTION FOR ALERTING AND REPORTING. THECLIENT AND/OR GENERAL CONTRACTOR ISRESPONSIBLE FOR PROVIDING ANY ELECTRICAL ANDNETWORK CONNECTIVITY TO THE MONITORINGEQUIPMENT FOR POWER AND INTERNET ACCESS. THISINCLUDES DEDICATED RESOURCES SUCH AS CAT5(ETHERNET) CABLE, NETWORK PORTS, POWER OUTLETS,WIRELESS, AND OTHER NETWORK CREDENTIALS, ETC.SUNSENSE WILL CONFIGURE, ACTIVATE, AND PROVIDETHE CLIENT WITH ACCESS TO THE MONITORING DEVICE.2.SUPPLY-SIDE INTERCONNECTION AS PER NEC ARTICLE705.12. INTERCONNECTION SHALL BE MADE WITH ILSCOCLEAR TAPS OR EQUIVALENT.3.GROUND TO EXISTING GROUNDING ELECTRODE.4.BOND NEUTRAL TO GROUND. SCALE: NOT TO SCALE LG365Q1C-A5 About LG Electronics 60 cell KM 564573 BS EN 61215 Photovoltaic Modules TM Innovation for a Better Life LG Electronics is a global player who has been committed to expanding its capacity, based on solar energy business as its future growth engine. We embarked on a solar energy source research program in 1985, supported by LG Group’s rich experience in semi-conductor, LCD, chemistry, and materials industry. We successfully released first Mono X® series to the market in 2010, which were exported to 32 countries in the following 2 years, thereafter. In 2013, NeON™ (previously known as Mono X® NeON) & 2015 NeON2 with CELLO technology won “Intersolar Award”, which proved LG is the leader of innovation in the industry. LG360Q1C-A5 LG355Q1C-A5 LG350Q1C-A5 The LG NeON® R is a powerful solar module that provides world-class performance. A new cell structure that eliminates electrodes on the front maximizes the utilization of light and enhances reliability. The LG NeON® R is a result of LG’s efforts to increase customer value beyond basic efficiency. The NeON® R features enhanced durability and performance under real-world conditions, an enhanced warranty and an aesthetic design suitable for roofs. High Power Output The LG NeON® R has been designed to significantly enhance its output, making it efficient even in limited space. Outstanding Durability With its newly reinforced frame design, LG NeON® R can endure a front load up to 6000 Pa, and a rear load up to 5400 Pa. Near Zero LID (Light Induced Degradation) The n-type cells used in LG NeON® R have almost no boron. This leads to less LID (Light Induced Degradation) right after installation. Enhanced Performance Warranty LG offers a 25-year product warranty for LG NeON® R, including labor, in addition to an enhanced performance warranty. After 25 years, LG NeON® R is guaranteed to produce at least 88.4% of its initial power output. Roof Aesthetics LG NeON® R has been designed with aesthetics in mind: the lack of any electrodes on the front creates an improved, modern aesthetic. Better Performance on a Sunny Day LG NeON® R now performs better on sunny days, thanks to its improved temperature coefficient. Characteristic Curves North America Solar Business Team LG Electronics U.S.A. Inc 1000 Sylvan Ave, Englewood Cliffs, NJ 07632 Contact: lg.solar@lge.com www.lgsolarusa.com Copyright © 2017 LG Electronics. All rights reserved. 01/01/2017 Innovation for a Better Life Electrical Properties (NOCT*) Module Maximum Power (Pmax) MPP Voltage (Vmpp) MPP Current (Impp) Open Circuit Voltage (Voc) Short Circuit Current (Isc) * NOCT (Nominal Operating Cell Temperature): Irradiance 800 W/m2, ambient temperature 20 °C, wind speed 1 m/s Electrical Properties (STC *) Module Maximum Power (Pmax) MPP Voltage (Vmpp) MPP Current (Impp) Open Circuit Voltage (Voc) Module Efficiency Operating Temperature Maximum System Voltage Maximum Series Fuse Rating 21.1 1000 20 365 365 36.7 9.95 42.8 10.8 Mechanical Properties Cells Cell Type Cell Dimensions Dimensions (L x W x H) Front Load Rear Load Weight Connector Type Junction Box Length of Cables Glass Frame 6 x 10 Monocrystalline / N-type 161.7 x 161.7 mm / 6 inches 1700 x 1016 x 40 mm 6000Pa 5400Pa 18.5 kg MC4 IP68 with 3 Bypass Diodes 1000 mm x 2 ea Tempered Glass with AR Coating Anodized Aluminium NOCT Pmpp Voc Isc 44 ± 3 °C -0.30 %/°C -0.24 %/°C 0.04 %/°C Module Fire Performance (USA) Product Warranty Output Warranty of Pmax IEC 61215, IEC 61730-1/-2 UL 1703 IEC 61701 (Salt mist corrosion test) IEC 62716 (Ammonia corrosion test) Type 1 25 years Linear warranty** **1) First 5 years : 95%, 2) After 5th year : 0.4% annual degradation, 3) 25 years : 88.4% Temperature Characteristics Dimensions (mm/in) Fire Resistance Class (CANADA)Class C (ULC / ORD C1703) Certifications and Warranty Voltage (V) 10.00 1000W 600W 200W 800W 400W 6.00 2.00 8.00 4.00 0.00 10.00 30.0020.00 40.0015.00 35.0025.00 45.005.00Current (A)Temperature (°C) Isc Voc Pmax 140 60 100 20 120 40 80 0 -40 90025-25 50 75Isc, Voc, Pmax (%)ISO 9001 Power Tolerance (%) 20.8 -40 ~ +90 360 360 36.5 9.87 42.7 10.79 20.6 355 355 36.3 9.79 42.7 10.78 20.3 350 350 36.1 9.70 42.7 10.77 0 ~ +3 * STC (Standard Test Condition): Irradiance 1,000 W/m², Ambient Temperature 25 °C, AM 1.5 * The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion. * The typical change in module efficiency at 200 W/m² in relation to 1000 W/m² is -2.0%. Short Circuit Current (Isc) DS-T1-72-W-G-P-EN-60630 LG365Q1C-A5 LG360Q1C-A5 LG355Q1C-A5 LG350Q1C-A5 Cell Vendor LG 8.70 365 275 36.6 7.51 40.2 8.69 360 271 36.4 7.45 40.2 8.68 355 267 36.2 7.39 40.2 8.67 350 263 36.0 7.32 40.1 * The distance between the center of the mounting/grounding holes. Junction Box 1000.0/39.4 Cable Length 8-Ø8.2/0.3 Mounting Holes [X view] 4-Ø4.3/0.2 Grounding Holes [Y view] 4-4.0*7.5/0.2*0.3 Drain Holes [Z view] 4-4.0*5.5/0.2*0.2 Drain Holes [D view] (-) (+) 1300.0/51.2 1016.0/40.0 40.0/1.6 976.0/38.4 1700.0/66.9 1100.0/43.3 105.0/4.1 200.0/7.9 Detail X Detail Y Detail Z Detail D 29.0/1.1 4.0/0.2 40.0/1.6 7.5/0.3 4.0/0.2 29.0/1.1 40.0/1.6 5.5/0.2 8.2/0.3 Ø 4.3/0. 2 Ø 1.5 R (Size of Short Side) (Distance between Grounding & Mounting Holes)(Distance between Mounting Holes)(Distance between Mounting Holes)(Size of Long Side)66.93 x 40.0 x 1.57 inch 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 A A B B C C D D SHEET 1 OF 1 DWG NO OSP-2X7-60C-FR6-6L ASY TITLE OSPREY 2X7 60CELL 6" F/R CHASSIS ASSEMBLY - SIX LEG SIZE D SCALE OSPREY POWER PLATFORM REV 1 0.05 : 1 PROPRIETARY AND CONFIDENTIAL: THE INFORMATION CONTAINED HERE IN IS THE SOLE PROPERTY OF NUANCE ENERGY GROUP. INC. ANY REPRODUCTION IN PART OR WHOLE WITHOUT WRITTEN PERMISSIONIS PROHIBITED. (C) COPYRIGHT 2017. ALL RIGHTS RESERVED. MACHINED FILLET RADII 0.38-1.27 [.015-.050]. BREAK ALL SHARP EDGES 0.2-0.8 [.01-.03] RADII OR 45°. SURFACE FINISH IN MICRO (P) INCHES (Ra). INTERPRET DRAWING PER ASME Y14.5, ASME Y14.36, AND AWS A2.4 STANDARDS. WEIGHT:N/A GENERAL TOLERANCES: X ` .1 .XX ` .005 .X ` .01 DECIMALS ANGULAR a ` 1º MATERIAL:STEEL PLATE 50ksi Minimum Yield G90 FINISH DIMENSIONS IN INCHES, EXCEPT OTHERWISE SPECIFICATION. JIM KRIEG DRAWN: APPROVED: JONO STEVENS 06/15/18 06/15/18 6" FRONT AND REAR CHASSIS284 42 100 49" MAX. 23" MIN. 97 SEE TABLE 'A' DIMS 15~, 18~, 21~, 25~ 30~, 35~, & 45~ 6 118 100 42 2X7 ASSEMBLY 60 CELL MODULE 6 LEG BACK OF ARRAY HEIGHT (INCHES) ANGLE 'A' MAX.'A' MIN. 15 93 67 18 98 72 21 103 77 25 110 84 30 119 93 35 127 101 45 141 115 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 A A B B C C D D SHEET 1 OF 1 DWG NO OSP-2X8-60C-FR6-6L ASY TITLE OSPREY 2X8 60CELL 6" F/R CHASSIS ASSEMBLY - SIX LEG SIZE D SCALE OSPREY POWER PLATFORM REV 1 0.04 : 1 PROPRIETARY AND CONFIDENTIAL: THE INFORMATION CONTAINED HERE IN IS THE SOLE PROPERTY OF NUANCE ENERGY GROUP. INC. ANY REPRODUCTION IN PART OR WHOLE WITHOUT WRITTEN PERMISSIONIS PROHIBITED. (C) COPYRIGHT 2017. ALL RIGHTS RESERVED. MACHINED FILLET RADII 0.38-1.27 [.015-.050]. BREAK ALL SHARP EDGES 0.2-0.8 [.01-.03] RADII OR 45°. SURFACE FINISH IN MICRO (P) INCHES (Ra). INTERPRET DRAWING PER ASME Y14.5, ASME Y14.36, AND AWS A2.4 STANDARDS. WEIGHT:N/A GENERAL TOLERANCES: X ` .1 .XX ` .005 .X ` .01 DECIMALS ANGULAR a ` 1º MATERIAL:STEEL PLATE 50ksi Minimum Yield G90 FINISH DIMENSIONS IN INCHES, EXCEPT OTHERWISE SPECIFICATION. JIM KRIEG DRAWN: APPROVED: JONO STEVENS 06/15/18 06/15/18 6" FRONT AND REAR CHASSIS 324 50 112 49" MAX. 23" MIN. 97 SEE TABLE 'A' DIMS 15~, 18~, 21~, 25~ 30~, 35~, & 45~ 6 118 112 50 2X8 ASSEMBLY 60 CELL MODULE 6 LEG BACK OF ARRAY HEIGHT (INCHES) ANGLE 'A' MAX.'A' MIN. 15 93 67 18 98 72 21 103 77 25 110 84 30 119 93 35 127 101 45 141 115 Single Phase Inverters for North America SE3000H-US / SE3800H-US / SE5000H-US / SE6000H-US / SE7600H-US / SE10000H-US INVERTERSwww.solaredge.usUSA-CANADA-GERMANY-UK-ITALY-THE NETHERLANDS-JAPAN-CHINA-AUSTRALIA-ISRAEL-FRANCE-BELGIUM-TURKEY-INDIA-BULGARIA-ROMANIA-HUNGARY-SWEDEN- SOUTH AFRICA-POLAND-CZECH REPUBLIC 12-25 Optimized installation with HD-Wave technology Specifically designed to work with power optimizers Record-breaking efficiency Fixed voltage inverter for longer strings Integrated arc fault protection and rapid shutdown for NEC 2014 and 2017, per article 690.11 and 690.12 UL1741 SA certified, for CPUC Rule 21 grid compliance Extremely small High reliability without any electrolytic capacitors Built-in module-level monitoring Outdoor and indoor installation Optional: Revenue grade data, ANSI C12.20 Class 0.5 (0.5% accuracy) Single Phase Inverters for North America SE3000H-US / SE3800H-US / SE5000H-US / SE6000H-US/ SE7600H-US / SE10000H-US SE3000H-US SE3800H-US SE5000H-US SE6000H-US SE7600H-US SE10000H-US OUTPUT  Rated AC Power Output 3000 3800 5000 6000 7600 10000 VA Max. AC Power Output 3000 3800 5000 6000 7600 10000 VA AC Output Voltage Min.-Nom.- Max. (211 - 240 - 264) 3 3 3 3 3 3 Vac AC Frequency (Nominal)59.3 - 60 - 60.5(1)Hz Maximum Continuous Output Current@240V 12.5 16 21 25 32 42 A GFDI Threshold 1 A Utility Monitoring, Islanding Protection, Country Configurable Thresholds Yes INPUT  Maximum DC Power 4650 5900 7750 9300 11800 15500 W Transformer-less, Ungrounded Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 400 Vdc Maximum Input Current@240V 8.5 10.5 13.5 16.5 20 27 Adc Max. Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600k Sensitivity Maximum Inverter Efficiency 99 99.2 % CEC Weighted Efficiency 99 % Nighttime Power Consumption < 2.5 W ADDITIONAL FEATURES Supported Communication Interfaces RS485, Ethernet, ZigBee (optional), Cellular (optional) Revenue Grade Data, ANSI C12.20 Optional(2) Rapid Shutdown - NEC 2014 and 2017 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect STANDARD COMPLIANCE Safety UL1741, UL1741 SA, UL1699B, CSA C22.2, Canadian AFCI according to T.I.L. M-07 Grid Connection Standards IEEE1547, Rule 21, Rule 14 (HI) Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS  AC Output Conduit Size / AWG Range 3/4” minimum / 20-4 AWG DC Input Conduit Size / # of Strings / AWG Range 3/4” minimum / 1-2 strings / 14-6 AWG 3/4” minimum / 1-3 strings / 14-6 AWG Dimensions with Safety Switch (HxWxD) 17.7 x 14.6 x 6.8 / 450 x 370 x 174 21.3 x 14.6 x 7.3 / 540 x 370 x 185 in / mm Weight with Safety Switch 22 / 10 25.1 / 11.4 26.2 / 11.9 38.8 / 17.6 lb / kg Noise < 25 <50 dBA Cooling Natural Convection Natural convection Operating Temperature Range -13 to +140 / -25 to +60(3) (-40˚F / -40˚C option)(4)˚F / ˚C Protection Rating NEMA 3R (Inverter with Safety Switch) (1) For other regional settings please contact SolarEdge support (2) Revenue grade inverter P/N: SExxxxH-US000NNC2(3) For power de-rating information refer to: https://www.solaredge.com/sites/default/files/se-temperature-derating-note-na.pdf(4) -40 version P/N: SExxxxH-US000NNU4 © SolarEdge Technologies, Inc. All rights reserved. SOLAREDGE, the SolarEdge logo, OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Inc. All other trademarks mentioned herein are trademarks of their respective owners. Date: 03/2018/V01/ENG NAM. Subject to change without notice. POWER OPTIMIZERSolarEdge Power Optimizer Module Add-On For North America P320 / P370 / P400 / P405 / P505 Specifically designed to work with SolarEdge inverters Up to 25% more energy Superior efficiency (99.5%) Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading Flexible system design for maximum space utilization Fast installation with a single bolt Next generation maintenance with module-level monitoring Compliant with arc fault protection and rapid shutdown NEC requirements (when installed as part of the SolarEdge system) Module-level voltage shutdown for installer and firefighter safety PV power optimization at the module-level www.solaredge.usUSA-CANADA-GERMANY-UK-ITALY-THE NETHERLANDS-JAPAN-CHINA-AUSTRALIA-ISRAEL-FRANCE-BELGIUM-TURKEY-INDIA-BULGARIA-ROMANIA-HUNGARY- SWEDEN-SOUTH AFRICA-POLAND-CZECH REPUBLIC OPTIMIZER MODEL (typical module compatibility) P320 (for high-power 60-cell modules) P370 (for higher-power 60 and 72-cell modules) P400 (for 72 & 96-cell modules) P405 (for thin film modules) P505 (for higher current modules) INPUT Rated Input DC Power(1)320 370 400 405 505 W Absolute Maximum Input Voltage (Voc at lowest temperature) 48 60 80 125 83 Vdc MPPT Operating Range 8 - 48 8 - 60 8 - 80 12.5 - 105 12.5 - 83 Vdc Maximum Short Circuit Current (Isc) 11 10.1 14 Adc Maximum DC Input Current 13.75 12.63 17.5 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98.8 98.6 % Overvoltage Category II OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer 1 ± 0.1 Vdc STANDARD COMPLIANCE EMC FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 Safety IEC62109-1 (class II safety), UL1741 RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Compatible inverters All SolarEdge Single Phase and Three Phase inverters Dimensions (W x L x H)128 x 152 x 28 / 5 x 5.97 x 1.1 128 x 152 x 36 / 5 x 5.97 x 1.42 128 x 152 x 50 / 5 x 5.97 x 1.96 128 x 152 x 59 / 5 x 5.97 x 2.32 mm / in Weight (including cables)630 / 1.4 750 / 1.7 845 / 1.9 1064 / 2.3 gr / lb Input Connector MC4(2) Output Wire Type / Connector Double Insulated; MC4 Output Wire Length 0.95 / 3.0 1.2 / 3.9 m / ft Operating Temperature Range -40 - +85 / -40 - +185 ˚C / ˚F Protection Rating IP68 / NEMA6P Relative Humidity 0 - 100 % (1) Rated STC power of the module. Module of up to +5% power tolerance allowed. (2) For other connector types please contact SolarEdge SolarEdge Power Optimizer Module Add-On for North America P320 / P370 / P400 / P405 / P505 PV SYSTEM DESIGN USING A SOLAREDGE INVERTER(3)(4) SINGLE PHASE HD-WAVE SINGLE PHASE THREE PHASE 208V THREE PHASE 480V Minimum String Length (Power Optimizers) P320, P370, P400 8 10 18 P405 / P505 6 8 14 Maximum String Length (Power Optimizers)25 25 50(5) Maximum Power per String 5700 (6000 with SE7600H-US, SE10000H-US) 5250 6000 12750 W Parallel Strings of Different Lengths or Orientations Yes © SolarEdge Technologies, Inc. All rights reserved. SOLAREDGE, the SolarEdge logo, OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Inc. All other trademarks mentioned herein are trademarks of their respective owners. Date: 03/2018/V01/ENG NAM. Subject to change without notice. (3) For detailed string sizing information refer to: http://www.solaredge.com/sites/default/files/string_sizing_na.pdf. (4) It is not allowed to mix P405/P505 with P320/P370/P400/P600/P700/P800 in one string. (5) A string with more than 30 optimizers does not meet NEC rapid shutdown requirements; safety voltage will be above the 30V requirement