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HomeMy WebLinkAbout2004 W Picasso - Plan5628 Baldwin Ave. Temple City, CA 91780 CSLB License # 1007552 Tel/ Fax: (833) 274‐7768     Email: info@brightspotsolar.com Date: 07/17/23 City of Santa Ana Building Safety Division 20 Civic Center Plaza, Santa Ana, CA 92701 LETTER OF AUTHORIZATION Please be advised that property owner DEAN TRAN authorizes Solar Contractors Inc. (DBA Bright Spot Solar) to act as an agent of my (our) behalf in all matters related to obtaining a Solar Permit and Installation of Photovoltaic System. DEAN TRAN 2004 PICASSO, SANTA ANA, CA 92704 jamesdeanofmath@gm ail.com 714-606-3502 DocuSign Envelope ID: 3481C83B-50B8-4137-80AC-F1EFDB0F414E 2004 W Picasso - 2018062008/29/23 Certificate Of Completion Envelope Id: 3481C83B50B8413780ACF1EFDB0F414E Status: Completed Subject: Complete with DocuSign: authorization letter - DEAN TRAN.pdf Source Envelope: Document Pages: 1 Signatures: 1 Envelope Originator: Certificate Pages: 1 Initials: 0 Alan Shih AutoNav: Enabled EnvelopeId Stamping: Enabled Time Zone: (UTC-08:00) Pacific Time (US & Canada) 5628 Baldwin Ave. nil Temple City, CA 91780 info@brightspotsolar.com IP Address: 172.56.233.191 Record Tracking Status: Original 8/15/2023 5:02:48 PM Holder: Alan Shih info@brightspotsolar.com Location: DocuSign Signer Events Signature Timestamp Dean Tran jamesdeanofmath@gmail.com Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 98.147.211.100 Sent: 8/15/2023 5:06:48 PM Viewed: 8/16/2023 8:05:27 PM Signed: 8/16/2023 8:05:50 PM Electronic Record and Signature Disclosure: Not Offered via DocuSign In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 8/15/2023 5:06:48 PM Certified Delivered Security Checked 8/16/2023 8:05:27 PM Signing Complete Security Checked 8/16/2023 8:05:50 PM Completed Security Checked 8/16/2023 8:05:50 PM Payment Events Status Timestamps 2004 W Picasso - 2018062008/29/23 ENGINEERED POWER SOLUTIONS 72 SOUTH MAIN STREET, SUITE A TEMPLETON, CA 93465 Solar Warehouse Rail Analysis – Generic Packet STRUCTURAL DOCUMENTATION PACKET PROJECT: Solar Warehouse Rail Analysis Generic Packet for Flush Roof Mounted PV Rails CLIENT: Solar Warehouse 9628 Valley Blvd. Rosemead, CA 91770 PREPARED BY: Matthew B. Gilliss, P.E., LEED AP Engineered Power Solutions, Inc. 12/31/24 1/26/23 This Packet Expires on 12/31/23 and is Subject to Annual Renewal and Reissuance DATE: 1/26/23 EPS PROJECT NUMBER: 21-SWH001 Page 1 2004 W Picasso - 2018062008/29/23 ENGINEERED POWER SOLUTIONS 72 SOUTH MAIN STREET, SUITE A TEMPLETON, CA 93465 Solar Warehouse Rail Analysis – Generic Packet 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 – Scope of Work, Results, and Limitations 2.0 – DESIGN RESULTS AND SUMMARY TABLES 2.1 – Design Scenarios (Parameters) 2.2 – Rail Span Summary Tables 2.3 – Allowable Splice Locations 2.4 – Roof Zones 3.0 – SWH RAIL CALCULATIONS 3.1 – Roof Zone Determination 3.2 – Dead Loads 3.3 – Wind Forces 3.4 – Ground Snow Load Capacity 3.5 – Rail Load Summary 3.6 – Rail Analysis 3.7 – Rail Splice Page 2 2004 W Picasso - 2018062008/29/23 ENGINEERED POWER SOLUTIONS 72 SOUTH MAIN STREET, SUITE A TEMPLETON, CA 93465 Solar Warehouse Rail Analysis – Generic Packet 1.0 – RESULTS & SCOPE OF WORK 1.1 – Overview of Analysis & Results • Governing Building Code: 2022 California Building Code (CBC) based on the 2021 International Building Code (IBC) and referencing the 2016 Minimum Design Loads for Buildings and Other Structures by the American Society of Civil Engineers (ASCE 7-16) including all supplements and errata. • Project Description: The project consists of the determination of the max span for the proposed rails to be used as a flush roof mounting system for Photovoltaic (PV) modules. The solar designer, Solar Warehouse (SWH) has contracted Engineered Power Solutions (EPS) to address the structural aspects of the rail, mainly the rail span of the proposed rail concepts. SWH has specified a number of common design scenarios that EPS has used to determine the maximum allowable rail spans for the (2) rail profiles proposed (Standard and Ecolite). These scenarios include design wind speed, wind exposure category, design ground snow load, orientation of module, tilt (pitch) of the roof/modules, roof zones, etc. SWH has also specified a number of design assumptions that remain constant for all scenarios which are discussed in further detail on the following pages. Design and specification of the anchorage methods and fasteners that shall support the rail spans listed in this packet is by others since the anchor type is dependent on the existing building roofing and/or framing. It is also the responsibility of others to ensure any other hardware other than the rails (module clamps, components that anchor the rails to the existing structure, etc.) is structurally adequate for the imposed module, rail, and anchorage loads. This packet address the rail spans only. Page 3 2004 W Picasso - 2018062008/29/23 ENGINEERED POWER SOLUTIONS 72 SOUTH MAIN STREET, SUITE A TEMPLETON, CA 93465 Solar Warehouse Rail Analysis – Generic Packet 1.2 – Scope of Work, Results, and Limitations • Scope of Work: EPS has been hired by Solar Warehouse (SWH) to address the following items: o Determination of the specified design loads on the flush mounted rail system including dead loads, wind loads, snow loads, seismic loads, etc. based on the parameters provided by SWH. o Determination of the maximum allowable rail spans for the (2) proposed rail profiles (Standard and Ecolite) based on multiple loading scenarios, the section properties of the rails and racking components, and the geometry of the array. o Allowable locations of the proposed rail splice in regards to rail span conditions. Page 4 2004 W Picasso - 2018062008/29/23 ENGINEERED POWER SOLUTIONS 72 SOUTH MAIN STREET, SUITE A TEMPLETON, CA 93465 Solar Warehouse Rail Analysis – Generic Packet • Results: The results of this analysis are presented on the following pages in the form of rail span summary tables based on the design scenarios provided by SWH. The final results are specified as maximum span of the rail under each specific scenario. Also included are diagrams showing the acceptable locations of the SHW rail splice based on the rail span conditions. • Limitations and Assumptions: This Structural Documentation Packet is not in reference of any specific project and only addresses the allowable spans of the proposed rail concept as a product for the generic design assumptions shown in this packet. It is recommended that these charts be used as an estimation tool only and a site specific analysis be performed by a licensed engineer for each project. Sites with design scenarios which differ and/or are outside the scenarios specified in this packet must be addressed by a licensed design professional on a site specific basis. Any changes to the required design results in the following tables must be approved by EPS prior to implementation. EPS has not checked and is not responsible for the structural adequacy of the existing structure, nor is EPS responsible for the existing structure’s ability to support the design loads imposed by the proposed PV system. This includes changes to the distribution of wind/snow design loads caused by the PV addition. It is also possible that a shorter rail span than those approved by the charts in this packet is required due to limitations of the building’s structural framing, components, and cladding (roofing). It is the solar designer ’s and/or owner’s responsibility to ensure that the structural aspects of the existing structure(s) affected by this new rooftop PV installation are addressed by a licensed engineer on a site specific basis and as required by the governing jurisdiction. Page 5 2004 W Picasso - 2018062008/29/23 ENGINEERED POWER SOLUTIONS 72 SOUTH MAIN STREET, SUITE A TEMPLETON, CA 93465 Solar Warehouse Rail Analysis – Generic Packet Specification of the anchorage methods, hardware, and fasteners that shall support the rails listed in this packet is by others since the anchor type is dependent on the existing building roofing and/or framing. It is also the responsibility of others to ensure the module clamps and any other components are structurally adequate for the imposed anchorage loads based on the fasteners used. This packet only address the maximum allowable rail spans and allowable splice locations. All non-structural issues including but not limited to waterproofing, corrosion protection, electrical, ponding/drainage, roofing, 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. Page 6 2004 W Picasso - 2018062008/29/23 ENGINEERED POWER SOLUTIONS 72 SOUTH MAIN STREET, SUITE A TEMPLETON, CA 93465 Solar Warehouse Rail Analysis – Generic Packet 2.0 – DESIGN RESULTS AND SUMMARY TABLES 2.1 – Design Scenarios (Parameters)9 • Building Code and Methodology: o 2018 IBC and ASCE 7-16 ▪ [Also compatible with the 2012/2015 IBC and ASCE 7-10] • Varying Design Parameters: o Module Orientation ▪ Portrait (vertical) ▪ Landscape (horizontal) o Wind Exposure Category2,4: ▪ Exposure “B” ▪ Exposure “C” o Roof Mean Height5 ▪ < 30 ft. o Design Wind Speed2 (3 Second Gust Speed in MPH): ▪ 100, 110, 115, 120, 130, 140, 150, 160, 170, 180, 200 (ASCE 7-16) o Roof Zone10, 11 (location of modules on roof): ▪ Zone 1 (Interior Zone) ▪ Zone 2 (Edge Zone) ▪ Zone 3 (Corner Zone) o Ground Snow Load2 (pg) in psf ▪ 0, 10, 20, 30, 40, 50, 60, 70, 80, 90, 100 → see design parameter notes on following pages Page 7 2004 W Picasso - 2018062008/29/23 ENGINEERED POWER SOLUTIONS 72 SOUTH MAIN STREET, SUITE A TEMPLETON, CA 93465 Solar Warehouse Rail Analysis – Generic Packet • Constant Design Parameters: o Size and Weight of Module1: ▪ 72-cell modules: • 78” x 40” / 55 lbs. o Wind Design Parameters: ▪ Topographic Factor2,3 (Kzt): 1.00 ▪ Wind Directionality Factor2 (Kd): 0.85 ▪ Velocity Pressure Exposure Coefficient2,4,5 (Kz): • Exposure B: Kz = 0.7 • Exposure C: Kz = 0.98 ▪ Ground Elevation Factor12 (Ke): 1.00 o Snow Design Parameters: ▪ Exposure Factor6 (Ce): 1.0 ▪ Thermal Factor (Ct): 1.2 ▪ Importance factor7 (I): 1.00 • Assumptions: o Max Spans listed in the summary tables are based on the assumption that the rails have a single span with the rail cantilevering beyond the last anchor on each side per Rail End Cantilever requirements listed below. Rail span in- creases for continuous rails over (3) spans or more are listed in the summary table notes. o Rail End Cantilever shall be: ▪ No less than 25% of the rail span adjacent to the cantilever. ▪ No more than 40% of the rail span adjacent to the cantilever. o Spans between 2 ft. – 9 ft. (0.5 ft. increments) o Module Tilt: Flush with roof (Roof tilt is limited to between 0° & 45°)11 o The existing structure the PV is being installed on is a Risk Category II (or less) structure. 7 o Roof type shall be single Gable or Hip roof types only.11 → see design parameter notes on following pages Page 8 2004 W Picasso - 2018062008/29/23 ENGINEERED POWER SOLUTIONS 72 SOUTH MAIN STREET, SUITE A TEMPLETON, CA 93465 Solar Warehouse Rail Analysis – Generic Packet Design Parameter Notes: 1) Modules of different sizes and/or weights than those specified are not included in this analysis and shall be checked individually by a registered professional engineer. Results shown will be conservative for most 60 cell modules with areas smaller than the 72 cell module listed in this packet. 2) It is the solar designer/installer or owner’s responsibility to determine the site specific design parameters of each site based on the current governing building code and/or local jurisdiction’s requirements. 3) The site is assumed to have no topographic effects, i.e. it is not on a bluff, cliff, mesa, escarpment, upper half of a hill, or any other condition as described in the governing building code that would require a Topographic Factor other than 1.00. 4) Wind Exposure Categories considered are “B” and “C” as defined in ASCE 7. Wind Exposure Category “D” (sites overlooking bodies of water, mudflats, salt flats, and/or ice) has not been considered in this analysis. A site specific analysis is required for Wind Exposure “D” sites. It is the designer/installer, a 3rd party engineer, governing jurisdiction, or owner’s responsibility to determine the wind exposure category of the site. 5) The building height listed is defined as the distance between the highest point of the PV system and grade. If the building has varying grade elevations, the lowest grade elevation shall be used. Projects where the height is greater than 30 ft. require a site specific analysis. 6) It is assumed the roof is “Partially Exposed” as described in ASCE 7. This assumption is conservative for buildings with “Fully Exposed” roofs. For buildings with “Sheltered” roofs, a site specific analysis is required. 7) The existing structure is considered to be Risk Category II structure (or less). Therefore, the snow importance factor (Is) is 1.00 per Table 1.5-2 in ASCE 7. Buildings considered to be a Risk Category III and IV structure shall have the rail lengths be evaluated by a registered professional engineer on a site specific basis. 8) It is assumed that the rail is a single span conditions with the rail cantilevering on each side by at least 25% of the adjacent span but no more than 40% of the adjacent span. Page 9 2004 W Picasso - 2018062008/29/23 ENGINEERED POWER SOLUTIONS 72 SOUTH MAIN STREET, SUITE A TEMPLETON, CA 93465 Solar Warehouse Rail Analysis – Generic Packet 9) Any design parameter or scenario that is outside those listed in this packet requires a site-specific analysis. This packet is only to be used by a design professional with sufficient knowledge of the governing building code definitions and design parameters listed in this packet so that an accurate determination of the final project specific requirements can be made. 10) Roof interior (zone 1), edge (zone 2), and corner zones (zone 3) are considered for this analysis. Determination of the zone size and locations are provided in Section 2.4 of this packet. 11) See section 2.4 of this packet for further information on Roof Zones. Roof shall be single Gable/Hip type roof only. Stepped, Monoslope, Sawtooth, Domed, and Multispan Gable Roofs are not included and require a site-specific analysis. 12) Ground Elevation Factor is conservatively assumed to be 1.00 for all conditions per note 1 of Table 26.9-1 in ASCE 7-16. Page 10 2004 W Picasso - 2018062008/29/23 ENGINEERED POWER SOLUTIONS 72 SOUTH MAIN STREET, SUITE A TEMPLETON, CA 93465 Solar Warehouse Rail Analysis – Generic Packet 2.2 – Rail Span Summary Tables Page 11 2004 W Picasso - 2018062008/29/23 Standard Rail - Risk Cat. II Landscape Slope 0° -7° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 110 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 115 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 120 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 130 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 140 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 150 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 160 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 170 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 180 8.5 8.5 8.5 8.5 8.5 7.5 7.0 6.5 6.0 6.0 5.5 200 8.0 8.0 8.0 8.0 8.0 7.5 7.0 6.5 6.0 6.0 5.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 110 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 115 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 120 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 130 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 140 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 150 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 160 8.5 8.5 8.5 8.5 8.5 7.5 7.0 6.5 6.0 6.0 5.5 170 8.0 8.0 8.0 8.0 8.0 7.5 7.0 6.5 6.0 6.0 5.5 180 7.5 7.5 7.5 7.5 7.5 7.5 7.0 6.5 6.0 6.0 5.5 200 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.0 6.0 5.5 Exp C Max Spans (ft) Zone 1' Wind Speed (mph) Ground Snow Load (psf) Ground Snow Load (psf)Wind Speed (mph) Zone 1' Exp B NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 12 2004 W Picasso - 2018062008/29/23 Standard Rail - Risk Cat. II Landscape Slope 0° -7° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 110 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 115 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 120 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 130 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 140 8.5 8.5 8.5 8.5 8.5 7.5 7.0 6.5 6.0 6.0 5.5 150 8.0 8.0 8.0 8.0 8.0 7.5 7.0 6.5 6.0 6.0 5.5 160 7.5 7.5 7.5 7.5 7.5 7.5 7.0 6.5 6.0 6.0 5.5 170 7.0 7.0 7.0 7.0 7.0 7.0 7.0 6.5 6.0 6.0 5.5 180 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.0 6.0 5.5 200 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 5.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 110 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 115 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 120 8.5 8.5 8.5 8.5 8.5 7.5 7.0 6.5 6.0 6.0 5.5 130 8.0 8.0 8.0 8.0 8.0 7.5 7.0 6.5 6.0 6.0 5.5 140 7.0 7.0 7.0 7.0 7.0 7.0 7.0 6.5 6.0 6.0 5.5 150 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.0 6.0 5.5 160 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 5.5 170 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 5.5 180 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 200 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Exp C Zone 1 & 2 Wind Speed (mph) Ground Snow Load (psf) Max Spans (ft) Zone 1 & 2 Wind Speed (mph) Ground Snow Load (psf) Exp B NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 13 2004 W Picasso - 2018062008/29/23 Standard Rail - Risk Cat. II Landscape Slope 0° -7° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 110 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 115 8.5 8.5 8.5 8.5 8.5 7.5 7.0 6.5 6.0 6.0 5.5 120 8.0 8.0 8.0 8.0 8.0 7.5 7.0 6.5 6.0 6.0 5.5 130 7.5 7.5 7.5 7.5 7.5 7.5 7.0 6.5 6.0 6.0 5.5 140 7.0 7.0 7.0 7.0 7.0 7.0 7.0 6.5 6.0 6.0 5.5 150 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.0 6.0 5.5 160 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 5.5 170 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 180 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 200 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 8.0 8.0 8.0 8.0 8.0 7.5 7.0 6.5 6.0 6.0 5.5 110 7.5 7.5 7.5 7.5 7.5 7.5 7.0 6.5 6.0 6.0 5.5 115 7.0 7.0 7.0 7.0 7.0 7.0 7.0 6.5 6.0 6.0 5.5 120 7.0 7.0 7.0 7.0 7.0 7.0 7.0 6.5 6.0 6.0 5.5 130 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 5.5 140 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 150 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 160 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 170 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 180 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 200 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Exp B Exp C Zone 3 Wind Speed (mph) Ground Snow Load (psf) Max Spans (ft) Zone 3 Wind Speed (mph) Ground Snow Load (psf) NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 14 2004 W Picasso - 2018062008/29/23 Standard Rail - Risk Cat. II Landscape Slope 7° - 20° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 110 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 115 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 120 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 130 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 140 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 150 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 160 8.5 8.5 8.5 8.5 8.5 7.5 7.0 6.5 6.0 6.0 5.5 170 8.0 8.0 8.0 8.0 8.0 7.5 7.0 6.5 6.0 6.0 5.5 180 7.5 7.5 7.5 7.5 7.5 7.5 7.0 6.5 6.0 6.0 5.5 200 7.0 7.0 7.0 7.0 7.0 7.0 7.0 6.5 6.0 6.0 5.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 110 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 115 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 120 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 130 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 140 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 150 8.5 8.5 8.5 8.5 8.0 7.5 7.0 6.5 6.0 6.0 5.5 160 8.0 8.0 8.0 8.0 8.0 7.5 7.0 6.5 6.0 6.0 5.5 170 7.5 7.5 7.5 7.5 7.5 7.5 7.0 6.5 6.0 6.0 5.5 180 7.0 7.0 7.0 7.0 7.0 7.0 6.5 6.5 6.0 6.0 5.5 200 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.0 6.0 5.5 Max Spans (ft) Zone 1 Wind Speed (mph) Ground Snow Load (psf) Zone 1 Wind Speed (mph) Ground Snow Load (psf) Exp B Exp C NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 15 2004 W Picasso - 2018062008/29/23 Standard Rail - Risk Cat. II Landscape Slope 7° - 20° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 110 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 115 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 120 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 130 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 140 8.5 8.5 8.5 8.5 8.0 7.0 6.5 6.5 6.0 6.0 5.5 150 8.0 8.0 8.0 8.0 8.0 7.0 6.5 6.5 6.0 6.0 5.5 160 7.5 7.5 7.5 7.5 7.5 6.5 6.5 6.0 6.0 6.0 5.5 170 6.5 6.5 6.5 6.5 6.5 6.5 6.0 6.0 6.0 6.0 5.5 180 6.5 6.5 6.5 6.5 6.5 6.5 6.0 6.0 6.0 6.0 5.5 200 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 110 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 115 8.5 8.5 8.5 8.5 8.0 7.5 7.0 6.5 6.0 6.0 5.5 120 8.0 8.0 8.0 8.0 8.0 7.5 7.0 6.5 6.0 6.0 5.5 130 7.5 7.5 7.5 7.5 7.5 7.0 7.0 6.5 6.0 6.0 5.5 140 7.0 7.0 7.0 7.0 7.0 7.0 6.5 6.5 6.0 6.0 5.5 150 6.5 6.5 6.5 6.5 6.5 6.5 6.0 6.0 6.0 6.0 5.5 160 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 5.5 170 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 180 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 200 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 *Zone 2 includes all zone designations (including 2e, 2n, 2r). Max Spans (ft) Zone 2*Wind Speed (mph) Ground Snow Load (psf) Zone 2* Wind Speed (mph) Ground Snow Load (psf) Exp C Exp B NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 16 2004 W Picasso - 2018062008/29/23 Standard Rail - Risk Cat. II Landscape Slope 7° - 20° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 110 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 115 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 120 8.5 8.5 8.5 8.5 8.0 7.5 7.0 6.5 6.0 6.0 5.5 130 8.0 8.0 8.0 8.0 8.0 7.5 7.0 6.5 6.0 6.0 5.5 140 7.0 7.0 7.0 7.0 7.0 7.0 7.0 6.5 6.0 6.0 5.5 150 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.0 6.0 5.5 160 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 5.5 170 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 5.5 180 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 200 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 8.5 8.5 8.5 8.5 8.5 7.5 7.0 6.5 6.0 6.0 5.5 110 8.0 8.0 8.0 8.0 8.0 7.5 7.0 6.5 6.0 6.0 5.5 115 7.5 7.5 7.5 7.5 7.5 7.0 7.0 6.5 6.0 6.0 5.5 120 7.0 7.0 7.0 7.0 7.0 7.0 7.0 6.5 6.0 6.0 5.5 130 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.0 6.0 5.5 140 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 5.5 150 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 160 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 170 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 180 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 200 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 **Zone 3 includes all zone designations (including 3, 3e & 3r). Zone 3** Wind Speed (mph) Ground Snow Load (psf) Max Spans (ft) Zone 3** Exp C Exp B Wind Speed (mph) Ground Snow Load (psf) NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 17 2004 W Picasso - 2018062008/29/23 Standard Rail - Risk Cat. II Landscape Slope 20° - 27° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 110 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 115 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 120 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 130 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 140 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 150 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 160 8.5 8.5 8.5 8.5 8.0 7.5 7.0 6.5 6.0 6.0 5.5 170 8.0 8.0 8.0 8.0 7.5 6.5 6.0 6.0 6.0 6.0 5.5 180 7.0 7.0 7.0 7.0 6.0 5.5 5.5 5.5 5.5 5.0 5.0 200 6.0 6.0 6.0 6.0 6.0 5.5 5.5 5.0 5.0 5.0 5.0 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 110 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 115 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 120 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 130 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 140 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 5.5 5.5 150 8.5 8.5 8.5 8.5 7.5 7.0 6.5 6.0 5.5 5.5 5.5 160 8.0 8.0 8.0 7.5 7.0 6.5 6.0 5.5 5.5 5.5 5.0 170 7.0 7.0 7.0 6.5 6.0 5.5 5.5 5.5 5.5 5.0 5.0 180 6.5 6.5 6.5 6.5 5.5 5.5 5.5 5.5 5.0 5.0 5.0 200 5.5 5.5 5.5 5.5 5.5 5.5 5.0 5.0 5.0 5.0 5.0 Max Spans (ft) Zone 1 Wind Speed (mph) Ground Snow Load (psf) Zone 1 Wind Speed (mph) Ground Snow Load (psf) Exp B Exp C NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 18 2004 W Picasso - 2018062008/29/23 Standard Rail - Risk Cat. II Landscape Slope 20° - 27° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 110 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 115 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 120 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 130 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 140 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 150 8.5 8.5 8.5 8.5 8.5 7.5 7.0 6.5 6.0 6.0 5.5 160 8.0 8.0 8.0 8.0 8.0 7.5 7.0 6.5 6.0 6.0 5.5 170 7.0 7.0 7.0 7.0 7.0 7.0 7.0 6.5 6.0 6.0 5.5 180 7.0 7.0 7.0 7.0 7.0 7.0 7.0 6.5 6.0 6.0 5.5 200 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 5.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 110 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 115 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 120 8.5 8.5 8.5 8.5 8.5 7.5 7.0 6.5 6.0 6.0 5.5 130 8.0 8.0 8.0 8.0 8.0 7.5 7.0 6.5 6.0 6.0 5.5 140 7.5 7.5 7.5 7.5 7.5 7.5 7.0 6.5 6.0 6.0 5.5 150 7.0 7.0 7.0 7.0 7.0 7.0 7.0 6.5 6.0 6.0 5.5 160 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.0 6.0 5.5 170 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 5.5 180 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 200 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 *Zone 2 includes all zone designations (including 2e, 2n, 2r). Max Spans (ft) Zone 2*Wind Speed (mph) Ground Snow Load (psf) Exp B Exp C Zone 2* Wind Speed (mph) Ground Snow Load (psf) NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 19 2004 W Picasso - 2018062008/29/23 Standard Rail - Risk Cat. II Landscape Slope 20° - 27° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 110 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 115 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 120 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 130 8.5 8.5 8.5 8.5 8.5 7.5 7.0 6.5 6.0 6.0 5.5 140 7.5 7.5 7.5 7.5 7.5 7.5 7.0 6.5 6.0 6.0 5.5 150 7.0 7.0 7.0 7.0 7.0 7.0 7.0 6.5 6.0 6.0 5.5 160 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.0 6.0 5.5 170 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.0 6.0 5.5 180 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 5.5 200 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.0 6.0 5.5 110 8.5 8.5 8.5 8.5 8.5 7.5 7.0 6.5 6.0 6.0 5.5 115 8.0 8.0 8.0 8.0 8.0 7.5 7.0 6.5 6.0 6.0 5.5 120 7.5 7.5 7.5 7.5 7.5 7.5 7.0 6.5 6.0 6.0 5.5 130 7.0 7.0 7.0 7.0 7.0 7.0 7.0 6.5 6.0 6.0 5.5 140 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.0 6.0 5.5 150 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 5.5 160 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 5.5 170 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 180 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 200 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 **Zone 3 includes all zone designations (including 3, 3e & 3r). Wind Speed (mph) Ground Snow Load (psf) Zone 3** Wind Speed (mph) Ground Snow Load (psf) Max Spans (ft) Exp C Exp B Zone 3** NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 20 2004 W Picasso - 2018062008/29/23 Standard Rail - Risk Cat. II Landscape Slope 27° - 45° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 9.0 9.0 8.5 8.0 7.5 7.0 6.5 6.0 6.0 110 9.0 9.0 9.0 9.0 8.5 8.0 7.5 7.0 6.5 6.0 6.0 115 9.0 9.0 9.0 9.0 8.5 8.0 7.0 7.0 6.5 6.0 6.0 120 9.0 9.0 9.0 9.0 8.5 7.5 7.0 7.0 6.5 6.0 6.0 130 9.0 9.0 9.0 9.0 8.0 7.5 7.0 6.5 6.5 6.0 6.0 140 9.0 9.0 9.0 8.5 8.0 7.5 7.0 6.5 6.0 6.0 6.0 150 9.0 9.0 9.0 8.5 8.0 7.5 7.0 6.5 6.0 6.0 6.0 160 9.0 9.0 9.0 8.5 7.5 7.0 6.5 6.5 6.0 6.0 5.5 170 9.0 9.0 9.0 8.0 7.5 7.0 6.5 6.5 6.0 6.0 5.5 180 8.5 8.5 8.0 8.0 7.5 7.0 6.5 6.0 6.0 6.0 5.5 200 7.5 7.5 7.5 7.5 7.0 7.0 6.5 6.0 6.0 6.0 5.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 9.0 9.0 8.0 7.5 7.0 6.5 6.5 6.0 6.0 110 9.0 9.0 9.0 9.0 8.0 7.5 7.0 6.5 6.5 6.0 6.0 115 9.0 9.0 9.0 9.0 8.0 7.5 7.0 6.5 6.5 6.0 6.0 120 9.0 9.0 9.0 8.5 8.0 7.5 7.0 6.5 6.0 6.0 6.0 130 9.0 9.0 9.0 8.5 8.0 7.0 7.0 6.5 6.0 6.0 6.0 140 9.0 9.0 9.0 8.0 7.5 7.0 6.5 6.5 6.0 6.0 5.5 150 9.0 9.0 8.5 8.0 7.5 7.0 6.5 6.0 6.0 6.0 5.5 160 8.5 8.5 8.0 7.5 7.0 6.5 6.5 6.0 6.0 5.5 5.5 170 8.0 8.0 7.5 7.5 7.0 6.5 6.0 6.0 6.0 5.5 5.0 180 7.5 7.5 7.0 7.0 6.5 6.5 6.0 6.0 5.5 5.5 5.0 200 6.5 6.5 6.5 6.5 6.0 6.0 6.0 6.0 5.5 5.5 5.0 Max Spans (ft) Zone 1 Wind Speed (mph) Ground Snow Load (psf) Zone 1 Wind Speed (mph) Ground Snow Load (psf) Exp B Exp C NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 21 2004 W Picasso - 2018062008/29/23 Standard Rail - Risk Cat. II Landscape Slope 27° - 45° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 9.0 9.0 8.5 8.0 7.5 7.0 6.5 6.0 6.0 110 9.0 9.0 9.0 9.0 8.5 8.0 7.5 7.0 6.5 6.0 6.0 115 9.0 9.0 9.0 9.0 8.5 8.0 7.0 7.0 6.5 6.0 6.0 120 9.0 9.0 9.0 9.0 8.5 7.5 7.0 7.0 6.5 6.0 6.0 130 9.0 9.0 9.0 9.0 8.0 7.5 7.0 6.5 6.5 6.0 6.0 140 9.0 9.0 9.0 8.5 8.0 7.5 7.0 6.5 6.0 6.0 6.0 150 9.0 9.0 9.0 8.5 7.5 7.0 7.0 6.5 6.0 6.0 6.0 160 8.5 8.5 8.5 8.0 7.0 6.5 6.5 6.5 6.0 6.0 5.5 170 8.0 8.0 8.0 7.0 6.5 6.0 6.0 6.0 6.0 6.0 5.5 180 7.5 7.5 7.5 7.0 6.5 6.0 6.0 6.0 6.0 6.0 5.5 200 6.5 6.5 6.5 6.5 6.5 6.0 5.5 5.0 5.0 5.0 5.0 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 9.0 9.0 8.0 7.5 7.0 6.5 6.5 6.0 6.0 110 9.0 9.0 9.0 9.0 8.0 7.5 7.0 6.5 6.5 6.0 6.0 115 9.0 9.0 9.0 9.0 8.0 7.5 7.0 6.5 6.5 6.0 6.0 120 9.0 9.0 9.0 8.5 8.0 7.5 7.0 6.5 6.0 6.0 6.0 130 9.0 9.0 9.0 8.0 7.5 7.0 7.0 6.5 6.0 6.0 6.0 140 8.5 8.5 8.5 7.5 7.0 7.0 6.5 6.5 6.0 6.0 5.5 150 8.0 8.0 7.5 7.0 7.0 7.0 6.5 6.0 6.0 6.0 5.5 160 7.5 7.5 7.5 6.5 6.5 6.5 6.5 6.0 6.0 5.5 5.5 170 7.0 7.0 7.0 6.5 6.0 6.0 6.0 5.5 5.5 5.5 5.0 180 6.5 6.5 6.5 6.0 5.5 5.5 5.5 5.5 5.5 5.5 5.0 200 5.5 5.5 5.5 5.5 5.5 5.5 5.0 5.0 5.0 5.0 5.0 *Zone 2 includes all zone designations (including 2e, 2n, 2r). Wind Speed (mph) Ground Snow Load (psf) Max Spans (ft) Zone 2*Wind Speed (mph) Ground Snow Load (psf) Zone 2* Exp B Exp C NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 22 2004 W Picasso - 2018062008/29/23 Standard Rail - Risk Cat. II Landscape Slope 27° - 45° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 9.0 9.0 8.5 8.0 7.5 7.0 6.5 6.0 6.0 110 9.0 9.0 9.0 9.0 8.5 8.0 7.5 7.0 6.5 6.0 6.0 115 9.0 9.0 9.0 9.0 8.5 8.0 7.0 7.0 6.5 6.0 6.0 120 9.0 9.0 9.0 9.0 8.5 7.5 7.0 7.0 6.5 6.0 6.0 130 9.0 9.0 9.0 9.0 8.0 7.5 7.0 6.5 6.5 6.0 6.0 140 9.0 9.0 9.0 8.5 8.0 7.5 7.0 6.5 6.0 6.0 6.0 150 8.5 8.5 8.5 8.0 7.5 7.5 7.0 6.5 6.0 6.0 6.0 160 8.0 8.0 8.0 7.5 7.0 6.5 6.5 6.5 6.0 6.0 5.5 170 7.0 7.0 7.0 6.5 6.5 6.5 6.0 6.0 5.5 5.5 5.5 180 6.5 6.5 6.5 6.0 5.5 5.0 5.0 5.0 5.0 5.0 5.0 200 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.5 4.5 4.5 4.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 9.0 9.0 8.0 7.5 7.0 6.5 6.5 6.0 6.0 110 9.0 9.0 9.0 9.0 8.0 7.5 7.0 6.5 6.5 6.0 6.0 115 9.0 9.0 9.0 8.5 8.0 7.5 7.0 6.5 6.5 6.0 6.0 120 9.0 9.0 9.0 8.0 8.0 7.5 7.0 6.5 6.0 6.0 6.0 130 8.5 8.5 8.5 7.5 7.5 7.0 7.0 6.5 6.0 6.0 6.0 140 8.0 8.0 8.0 7.0 7.0 7.0 6.5 6.5 6.0 6.0 5.5 150 7.0 7.0 7.0 6.5 6.5 6.5 6.5 6.0 6.0 6.0 5.5 160 6.5 6.5 6.5 6.0 6.0 6.0 5.5 5.5 5.5 5.0 5.0 170 6.0 6.0 6.0 5.5 5.5 5.5 5.0 5.0 5.0 4.5 4.5 180 5.5 5.5 5.5 5.0 5.0 5.0 4.5 4.5 4.5 4.5 4.0 200 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 4.0 4.0 4.0 **Zone 3 includes all zone designations (including 3, 3e & 3r). Wind Speed (mph) Ground Snow Load (psf) Max Spans (ft) Zone 3**Wind Speed (mph) Ground Snow Load (psf) Exp C Exp B Zone 3** NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 23 2004 W Picasso - 2018062008/29/23 Standard Rail - Risk Cat. II Portrait Slope 0° -7° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 8.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 110 9.0 9.0 8.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 115 9.0 9.0 8.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 120 9.0 9.0 8.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 130 9.0 9.0 8.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 140 9.0 9.0 8.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 150 8.5 8.5 8.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 160 7.5 7.5 7.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 170 7.0 7.0 7.0 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 180 7.0 7.0 7.0 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 200 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.5 4.0 4.0 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 8.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 110 9.0 9.0 8.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 115 9.0 9.0 8.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 120 8.5 8.5 8.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 130 8.0 8.0 8.0 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 140 7.5 7.5 7.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 150 7.0 7.0 7.0 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 160 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 170 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 180 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 200 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 Max Spans (ft) Zone 1'Wind Speed (mph) Ground Snow Load (psf) Zone 1' Wind Speed (mph) Ground Snow Load (psf) Exp B Exp C NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 24 2004 W Picasso - 2018062008/29/23 Standard Rail - Risk Cat. II Portrait Slope 0° -7° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 8.0 8.0 8.0 7.0 6.5 5.5 5.0 4.5 4.5 4.0 4.0 110 7.5 7.5 7.5 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 115 7.0 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 120 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 130 6.0 6.0 6.0 6.0 5.5 5.5 5.0 4.5 4.5 4.0 4.0 140 5.5 5.5 5.5 5.5 5.0 5.0 5.0 4.5 4.5 4.0 4.0 150 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 160 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 170 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 180 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 200 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 7.0 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 110 6.5 6.5 6.5 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 115 6.0 6.0 6.0 6.0 5.5 5.5 5.0 4.5 4.5 4.0 4.0 120 5.5 5.5 5.5 5.5 5.0 5.0 5.0 4.5 4.5 4.0 4.0 130 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 140 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 150 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 160 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.5 170 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 180 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 200 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Zone 1 & 2 Wind Speed (mph) Ground Snow Load (psf) Max Spans (ft) Exp B Exp C Zone 1 & 2 Wind Speed (mph) Ground Snow Load (psf) NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 25 2004 W Picasso - 2018062008/29/23 Standard Rail - Risk Cat. II Portrait Slope 0° -7° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 7.5 7.5 7.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 110 7.0 7.0 7.0 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 115 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 120 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 130 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 140 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.5 4.0 4.0 150 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 160 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 170 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 180 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 200 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 110 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 115 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 120 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.5 4.0 4.0 130 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 140 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 150 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 160 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 170 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 180 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 200 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Exp C Zone 3 Wind Speed (mph) Ground Snow Load (psf) Zone 3 Wind Speed (mph) Exp B Ground Snow Load (psf) Max Spans (ft) NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 26 2004 W Picasso - 2018062008/29/23 Standard Rail - Risk Cat. II Portrait Slope 7° - 20° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 8.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 110 9.0 9.0 8.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 115 9.0 9.0 8.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 120 8.5 8.5 8.0 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 130 8.0 8.0 7.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 140 7.0 7.0 6.5 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 150 6.5 6.5 6.5 6.0 5.5 5.0 5.0 4.5 4.5 4.0 4.0 160 6.0 6.0 6.0 6.0 5.5 5.5 5.0 4.5 4.5 4.0 4.0 170 5.5 5.5 5.5 5.5 5.5 5.0 5.0 4.5 4.5 4.0 4.0 180 5.0 5.0 5.0 5.0 4.5 4.5 4.5 4.0 4.0 4.0 4.0 200 4.0 4.0 4.0 4.0 4.0 3.5 3.5 3.5 3.5 3.5 3.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 8.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 110 8.5 8.5 8.0 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 115 8.0 8.0 8.0 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 120 7.5 7.5 7.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 130 7.0 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 140 6.5 6.5 6.5 6.5 5.5 5.5 5.0 4.5 4.5 4.0 4.0 150 6.0 6.0 6.0 6.0 5.5 5.5 5.0 4.5 4.5 4.0 4.0 160 5.5 5.5 5.5 5.5 5.5 5.0 5.0 4.5 4.5 4.0 4.0 170 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 180 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 200 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Max Spans (ft) Zone 1 Wind Speed (mph) Ground Snow Load (psf) Zone 1 Wind Speed (mph) Ground Snow Load (psf) Exp B Exp C NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 27 2004 W Picasso - 2018062008/29/23 Standard Rail - Risk Cat. II Portrait Slope 7° - 20° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 8.0 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 110 8.5 8.5 8.0 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 115 8.0 8.0 8.0 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 120 7.5 7.5 7.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 130 7.0 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 140 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 150 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 160 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.5 4.0 4.0 170 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 180 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 200 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 7.5 7.5 7.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 110 7.0 7.0 7.0 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 115 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 120 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 130 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.5 4.0 4.0 140 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.5 4.0 4.0 150 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 160 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 170 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 180 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 200 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 *Zone 2 includes all zone designations (including 2e, 2n, 2r). Zone 2*Wind Speed (mph) Max Spans (ft) Zone 2* Wind Speed (mph) Ground Snow Load (psf) Ground Snow Load (psf) Exp B Exp C NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 28 2004 W Picasso - 2018062008/29/23 Standard Rail - Risk Cat. II Portrait Slope 7° - 20° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 7.5 7.5 7.0 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 110 7.0 7.0 7.0 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 115 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 120 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 130 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 140 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.5 4.0 4.0 150 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 160 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 170 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 180 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 200 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 6.5 6.5 6.5 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 110 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 115 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 120 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.5 4.0 4.0 130 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 140 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 150 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 160 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 170 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 180 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 200 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 **Zone 3 includes all zone designations (including 3, 3e & 3r). Exp C Zone 3** Wind Speed (mph) Ground Snow Load (psf) Ground Snow Load (psf) Exp B Zone 3**Wind Speed (mph) Max Spans (ft) NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 29 2004 W Picasso - 2018062008/29/23 Standard Rail - Risk Cat. II Portrait Slope 20° - 27° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 8.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 110 9.0 9.0 8.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 115 9.0 9.0 8.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 120 8.5 8.5 8.0 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 130 8.0 8.0 8.0 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 140 7.5 7.5 7.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 150 7.0 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 160 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 170 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 180 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.5 4.0 4.0 200 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 8.0 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 110 8.5 8.5 8.0 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 115 8.0 8.0 8.0 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 120 7.5 7.5 7.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 130 7.0 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 140 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 150 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 160 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.5 4.0 4.0 170 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 180 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 200 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Max Spans (ft) Zone 1 Wind Speed (mph) Ground Snow Load (psf) Wind Speed (mph) Ground Snow Load (psf)Zone 1 Exp C Exp B NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 30 2004 W Picasso - 2018062008/29/23 Standard Rail - Risk Cat. II Portrait Slope 20° - 27° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 8.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 110 9.0 9.0 8.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 115 8.5 8.5 8.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 120 8.0 8.0 8.0 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 130 7.5 7.5 7.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 140 7.0 7.0 7.0 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 150 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 160 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 170 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.5 4.0 4.0 180 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 200 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 8.0 8.0 8.0 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 110 7.5 7.5 7.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 115 7.0 7.0 7.0 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 120 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 130 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 140 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 150 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.5 4.0 4.0 160 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 170 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 180 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 200 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 *Zone 2 includes all zone designations (including 2e, 2n, 2r). Max Spans (ft) Exp B Zone 2*Wind Speed (mph) Ground Snow Load (psf) Zone 2* Wind Speed (mph) Ground Snow Load (psf) Exp C NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 31 2004 W Picasso - 2018062008/29/23 Standard Rail - Risk Cat. II Portrait Slope 20° - 27° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 7.5 7.5 7.5 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 110 7.0 7.0 7.0 7.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 115 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 120 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 130 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 140 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.5 4.0 4.0 150 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 160 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 170 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 180 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 200 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 6.5 6.5 6.5 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 110 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 115 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 120 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.5 4.0 4.0 130 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 140 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 150 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 160 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 170 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 180 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 200 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 **Zone 3 includes all zone designations (including 3, 3e & 3r). Wind Speed (mph) Ground Snow Load (psf) Zone 3**Wind Speed (mph) Ground Snow Load (psf) Zone 3** Max Spans (ft) Exp C Exp B NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 32 2004 W Picasso - 2018062008/29/23 Standard Rail - Risk Cat. II Portrait Slope 27° - 45° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 9.0 8.0 7.0 6.0 6.0 5.0 5.0 4.5 4.5 110 9.0 9.0 9.0 8.0 7.0 6.0 6.0 5.0 5.0 4.5 4.5 115 9.0 9.0 9.0 8.0 7.0 6.0 6.0 5.0 5.0 4.5 4.5 120 9.0 9.0 8.5 8.0 7.0 6.0 6.0 5.0 5.0 4.5 4.5 130 9.0 8.5 8.0 7.5 7.0 6.0 6.0 5.0 5.0 4.5 4.5 140 8.5 8.0 7.5 7.5 7.0 6.0 6.0 5.0 5.0 4.5 4.5 150 8.0 7.5 7.5 7.0 6.5 6.0 6.0 5.0 5.0 4.5 4.5 160 7.5 7.5 7.0 6.5 6.5 6.0 6.0 5.0 5.0 4.5 4.5 170 7.0 7.0 6.5 6.0 6.0 6.0 6.0 5.0 5.0 4.5 4.5 180 6.5 6.5 6.0 6.0 6.0 6.0 5.5 5.0 5.0 4.5 4.5 200 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 8.5 7.5 7.0 6.0 6.0 5.0 5.0 4.5 4.5 110 9.0 8.5 8.0 7.5 7.0 6.0 6.0 5.0 5.0 4.5 4.5 115 8.5 8.0 8.0 7.5 7.0 6.0 6.0 5.0 5.0 4.5 4.5 120 8.0 8.0 7.5 7.5 7.0 6.0 6.0 5.0 5.0 4.5 4.5 130 7.5 7.5 7.0 7.0 6.5 6.0 6.0 5.0 5.0 4.5 4.5 140 7.0 7.0 6.5 6.5 6.5 6.0 6.0 5.0 5.0 4.5 4.5 150 6.5 6.5 6.5 6.5 6.0 6.0 5.5 5.0 5.0 4.5 4.5 160 6.0 6.0 6.0 6.0 6.0 6.0 5.5 5.0 5.0 4.5 4.5 170 5.5 5.5 5.5 5.5 5.5 5.5 5.0 5.0 5.0 4.5 4.5 180 5.5 5.5 5.5 5.5 5.0 5.0 5.0 5.0 4.5 4.5 4.5 200 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Spans (ft) Zone 1 Wind Speed (mph) Ground Snow Load (psf) Zone 1 Wind Speed (mph) Ground Snow Load (psf) Exp C Exp B NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 33 2004 W Picasso - 2018062008/29/23 Standard Rail - Risk Cat. II Portrait Slope 27° - 45° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 9.0 8.0 7.0 6.0 6.0 5.0 5.0 4.5 4.5 110 9.0 9.0 9.0 8.0 7.0 6.0 6.0 5.0 5.0 4.5 4.5 115 9.0 9.0 8.5 8.0 7.0 6.0 6.0 5.0 5.0 4.5 4.5 120 8.5 8.5 8.0 8.0 7.0 6.0 6.0 5.0 5.0 4.5 4.5 130 8.0 8.0 7.5 7.5 7.0 6.0 6.0 5.0 5.0 4.5 4.5 140 7.5 7.5 7.5 7.5 7.0 6.0 6.0 5.0 5.0 4.5 4.5 150 7.0 7.0 7.0 7.0 6.5 6.0 6.0 5.0 5.0 4.5 4.5 160 6.0 6.0 6.0 6.0 6.5 6.0 6.0 5.0 5.0 4.5 4.5 170 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.0 5.0 4.5 4.5 180 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.5 200 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 8.5 8.5 8.5 7.5 7.0 6.0 6.0 5.0 5.0 4.5 4.5 110 8.0 8.0 8.0 7.5 7.0 6.0 6.0 5.0 5.0 4.5 4.5 115 7.5 7.5 7.5 7.5 7.0 6.0 6.0 5.0 5.0 4.5 4.5 120 7.0 7.0 7.0 7.0 7.0 6.0 6.0 5.0 5.0 4.5 4.5 130 6.5 6.5 6.5 6.5 6.5 6.0 6.0 5.0 5.0 4.5 4.5 140 6.0 6.0 6.0 6.0 6.0 6.0 6.0 5.0 5.0 4.5 4.5 150 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.0 5.0 4.5 4.5 160 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.5 170 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 180 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 200 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 *Zone 2 includes all zone designations (including 2e, 2n, 2r). Max Spans (ft) Zone 2*Wind Speed (mph) Ground Snow Load (psf) Zone 2* Wind Speed (mph) Ground Snow Load (psf) Exp B Exp C NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 34 2004 W Picasso - 2018062008/29/23 Standard Rail - Risk Cat. II Portrait Slope 27° - 45° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 9.0 8.0 7.0 6.0 6.0 5.0 5.0 4.5 4.5 110 8.5 8.5 8.5 8.0 7.0 6.0 6.0 5.0 5.0 4.5 4.5 115 8.0 8.0 8.0 8.0 7.0 6.0 6.0 5.0 5.0 4.5 4.5 120 7.5 7.5 7.5 7.5 7.0 6.0 6.0 5.0 5.0 4.5 4.5 130 7.0 7.0 7.0 7.0 7.0 6.0 6.0 5.0 5.0 4.5 4.5 140 6.5 6.5 6.5 6.5 6.5 6.0 6.0 5.0 5.0 4.5 4.5 150 6.0 6.0 6.0 6.0 6.0 6.0 6.0 5.0 5.0 4.5 4.5 160 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.0 5.0 4.5 4.5 170 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.5 180 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 200 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 8.0 8.0 8.0 7.5 7.0 6.0 6.0 5.0 5.0 4.5 4.5 110 7.5 7.5 7.5 7.5 7.0 6.0 6.0 5.0 5.0 4.5 4.5 115 7.0 7.0 7.0 7.0 7.0 6.0 6.0 5.0 5.0 4.5 4.5 120 6.5 6.5 6.5 6.5 6.5 6.0 6.0 5.0 5.0 4.5 4.5 130 6.0 6.0 6.0 6.0 6.0 6.0 6.0 5.0 5.0 4.5 4.5 140 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.0 5.0 4.5 4.5 150 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.5 160 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 170 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 180 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 200 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 **Zone 3 includes all zone designations (including 3, 3e & 3r). Max Spans (ft) Zone 3**Wind Speed (mph) Ground Snow Load (psf) Wind Speed (mph) Ground Snow Load (psf) Exp C Exp B Zone 3** NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 35 2004 W Picasso - 2018062008/29/23 Ecolight Rail - Risk Cat. II Landscape Slope 0° -7° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 9.0 9.0 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 115 9.0 9.0 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 120 9.0 9.0 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 130 9.0 9.0 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 140 9.0 9.0 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 150 8.0 8.0 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 160 7.5 7.5 7.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 170 7.0 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 180 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 200 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.0 4.0 3.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 9.0 9.0 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 115 9.0 9.0 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 120 8.5 8.5 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 130 8.0 8.0 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 140 7.5 7.5 7.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 150 7.0 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 160 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 170 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 180 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 200 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 Max Spans (ft) Zone 1'Wind Speed (mph) Ground Snow Load (psf) Zone 1' Wind Speed (mph) Ground Snow Load (psf) Exp B Exp C NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 36 2004 W Picasso - 2018062008/29/23 Ecolight Rail - Risk Cat. II Landscape Slope 0° -7° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 8.5 8.5 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 8.0 8.0 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 115 7.5 7.5 7.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 120 7.0 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 130 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 140 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 150 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.0 4.0 3.5 160 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.0 4.0 3.5 170 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.0 4.0 3.5 180 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 200 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 7.0 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 115 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 120 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 130 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.0 4.0 3.5 140 5.0 5.0 5.0 5.0 5.0 5.5 5.0 4.5 4.0 4.0 3.5 150 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.0 4.0 3.5 160 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 170 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 180 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 200 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Zone 1 & 2 Wind Speed (mph) Ground Snow Load (psf) Max Spans (ft) Exp B Exp C Zone 1 & 2 Wind Speed (mph) Ground Snow Load (psf) NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 37 2004 W Picasso - 2018062008/29/23 Ecolight Rail - Risk Cat. II Landscape Slope 0° -7° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 7.0 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 115 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 120 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 130 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.0 4.0 3.5 140 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.0 4.0 3.5 150 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 160 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 170 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 180 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 200 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 6.0 6.0 6.0 5.5 5.5 5.5 5.0 4.5 4.0 4.0 3.5 110 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.0 4.0 3.5 115 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.0 4.0 3.5 120 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.0 4.0 3.5 130 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 140 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 150 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 160 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 170 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 180 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 200 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Exp C Zone 3 Wind Speed (mph) Ground Snow Load (psf) Zone 3 Wind Speed (mph) Exp B Ground Snow Load (psf) Max Spans (ft) NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 38 2004 W Picasso - 2018062008/29/23 Ecolight Rail - Risk Cat. II Landscape Slope 7° - 20° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 9.0 9.0 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 115 8.5 8.5 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 120 8.0 8.0 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 130 7.5 7.5 7.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 140 7.0 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 150 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 160 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 170 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.0 4.0 3.5 180 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.0 4.0 3.5 200 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 7.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 8.0 8.0 7.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 115 7.5 7.5 7.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 120 7.0 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 130 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 140 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 150 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.0 4.0 3.5 160 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.0 4.0 3.5 170 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5 180 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 200 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 Max Spans (ft) Zone 1 Wind Speed (mph) Ground Snow Load (psf) Zone 1 Wind Speed (mph) Ground Snow Load (psf) Exp B Exp C NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 39 2004 W Picasso - 2018062008/29/23 Ecolight Rail - Risk Cat. II Landscape Slope 7° - 20° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 8.5 8.5 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 8.0 8.0 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 115 7.5 7.5 7.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 120 7.5 7.5 7.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 130 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 140 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 150 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.0 4.0 3.5 160 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.0 4.0 3.5 170 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.0 4.0 3.5 180 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 200 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 7.0 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 115 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 120 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 130 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.0 4.0 3.5 140 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.0 4.0 3.5 150 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 160 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 170 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 180 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 200 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 *Zone 2 includes all zone designations (including 2e, 2n, 2r). Zone 2*Wind Speed (mph) Max Spans (ft) Zone 2* Wind Speed (mph) Ground Snow Load (psf) Ground Snow Load (psf) Exp B Exp C NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 40 2004 W Picasso - 2018062008/29/23 Ecolight Rail - Risk Cat. II Landscape Slope 7° - 20° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 7.5 7.5 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 7.0 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 115 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 120 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 130 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 140 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.0 4.0 3.5 150 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.0 4.0 3.5 160 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 170 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 180 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 200 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 6.5 6.5 6.5 6.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 115 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.0 4.0 3.5 120 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.0 4.0 3.5 130 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.0 4.0 3.5 140 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 150 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 160 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 170 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 180 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 200 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 **Zone 3 includes all zone designations (including 3, 3e & 3r). Exp C Zone 3** Wind Speed (mph) Ground Snow Load (psf) Ground Snow Load (psf) Exp B Zone 3**Wind Speed (mph) Max Spans (ft) NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 41 2004 W Picasso - 2018062008/29/23 Ecolight Rail - Risk Cat. II Landscape Slope 20° - 27° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 9.0 9.0 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 115 9.0 9.0 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 120 8.5 8.5 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 130 8.0 8.0 7.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 140 7.5 7.5 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 150 7.0 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 160 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 170 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 180 5.5 5.5 5.5 5.5 5.5 5.0 5.0 4.5 4.0 4.0 3.5 200 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 8.5 8.5 7.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 115 8.0 8.0 7.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 120 7.5 7.5 7.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 130 7.0 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 140 7.0 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 150 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 160 5.5 5.5 5.5 5.5 5.5 5.0 5.0 4.5 4.0 4.0 3.5 170 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.5 4.0 4.0 3.5 180 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5 200 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 Max Spans (ft) Zone 1 Wind Speed (mph) Ground Snow Load (psf) Wind Speed (mph) Ground Snow Load (psf)Zone 1 Exp C Exp B NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 42 2004 W Picasso - 2018062008/29/23 Ecolight Rail - Risk Cat. II Landscape Slope 20° - 27° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 8.5 8.5 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 115 8.0 8.0 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 120 8.0 8.0 8.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 130 7.0 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 140 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 150 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 160 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 170 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.0 4.0 3.5 180 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.0 4.0 3.5 200 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 7.5 7.5 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 7.0 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 115 7.0 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 120 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 130 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 140 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.0 4.0 3.5 150 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.0 4.0 3.5 160 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.0 4.0 3.5 170 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 180 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 200 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 *Zone 2 includes all zone designations (including 2e, 2n, 2r). Max Spans (ft) Exp B Zone 2*Wind Speed (mph) Ground Snow Load (psf) Zone 2* Wind Speed (mph) Ground Snow Load (psf) Exp C NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 43 2004 W Picasso - 2018062008/29/23 Ecolight Rail - Risk Cat. II Landscape Slope 20° - 27° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 7.5 7.5 7.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 7.0 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 115 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 120 6.5 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 130 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 140 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.0 4.0 3.5 150 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.0 4.0 3.5 160 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 170 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 180 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 200 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 6.5 6.5 6.5 6.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 115 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.0 4.0 3.5 120 5.5 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.0 4.0 3.5 130 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.0 4.0 3.5 140 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 150 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 160 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 170 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 180 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 200 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 **Zone 3 includes all zone designations (including 3, 3e & 3r). Wind Speed (mph) Ground Snow Load (psf) Zone 3**Wind Speed (mph) Ground Snow Load (psf) Zone 3** Max Spans (ft) Exp C Exp B NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 44 2004 W Picasso - 2018062008/29/23 Ecolight Rail - Risk Cat. II Landscape Slope 27° - 45° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 7.5 6.5 6.0 5.5 5.0 4.5 4.5 4.5 4.0 110 9.0 8.5 7.5 6.5 6.0 5.5 5.0 4.5 4.5 4.5 4.0 115 9.0 8.0 7.5 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 120 9.0 8.0 7.0 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 130 9.0 7.5 7.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 140 8.5 7.0 7.0 6.0 6.0 5.0 5.0 4.5 4.5 4.0 4.0 150 7.5 7.0 6.5 6.0 5.5 5.0 4.5 4.5 4.5 4.0 4.0 160 7.0 6.5 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 4.0 170 6.5 6.5 6.0 6.0 5.0 5.0 4.5 4.5 4.0 4.0 4.0 180 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.5 4.0 4.0 3.5 200 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.5 4.0 4.0 3.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 8.0 7.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 110 9.0 7.5 7.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 115 9.0 7.5 7.0 6.0 6.0 5.0 5.0 4.5 4.5 4.0 4.0 120 8.5 7.0 6.5 6.0 5.5 5.0 5.0 4.5 4.5 4.0 4.0 130 7.5 7.0 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 4.0 140 7.0 6.5 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 4.0 150 6.5 6.0 6.0 5.5 5.0 5.0 4.5 4.5 4.0 4.0 4.0 160 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 4.0 3.5 170 5.5 5.5 5.5 5.0 5.0 4.5 4.5 4.0 4.0 4.0 3.5 180 5.5 5.5 5.5 5.0 4.5 4.5 4.0 4.0 4.0 3.5 3.5 200 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.5 Max Spans (ft) Zone 1 Wind Speed (mph) Ground Snow Load (psf) Zone 1 Wind Speed (mph) Ground Snow Load (psf) Exp C Exp B NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 45 2004 W Picasso - 2018062008/29/23 Ecolight Rail - Risk Cat. II Landscape Slope 27° - 45° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 9.0 7.5 6.5 6.0 5.5 5.0 4.5 4.5 4.5 4.0 110 9.0 8.5 7.5 6.5 6.0 5.5 5.0 4.5 4.5 4.5 4.0 115 8.5 8.0 7.5 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 120 8.0 7.5 7.0 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 130 7.5 7.0 7.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 140 7.0 6.5 6.5 6.0 6.0 5.0 5.0 4.5 4.5 4.0 4.0 150 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.5 4.5 4.0 4.0 160 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 4.0 170 5.5 5.5 5.5 5.5 5.0 5.0 4.5 4.5 4.0 4.0 4.0 180 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.5 4.0 4.0 3.5 200 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 8.5 8.0 7.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 110 8.0 7.5 7.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 115 7.5 7.0 7.0 6.0 6.0 5.0 5.0 4.5 4.5 4.0 4.0 120 7.5 7.0 6.5 6.0 5.5 5.0 5.0 4.5 4.5 4.0 4.0 130 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 4.0 140 6.0 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 4.0 150 5.5 5.5 5.5 5.5 5.0 5.0 4.5 4.5 4.0 4.0 4.0 160 5.5 5.5 5.5 5.5 5.0 4.5 4.5 4.0 4.0 4.0 3.5 170 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 4.0 3.5 180 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 4.0 3.5 3.5 200 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 *Zone 2 includes all zone designations (including 2e, 2n, 2r). Max Spans (ft) Zone 2*Wind Speed (mph) Ground Snow Load (psf) Zone 2* Wind Speed (mph) Ground Snow Load (psf) Exp B Exp C NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 46 2004 W Picasso - 2018062008/29/23 Ecolight Rail - Risk Cat. II Landscape Slope 27° - 45° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 9.0 8.5 7.5 6.5 6.0 5.5 5.0 4.5 4.5 4.5 4.0 110 8.5 8.0 7.5 6.5 6.0 5.5 5.0 4.5 4.5 4.5 4.0 115 8.0 7.5 7.5 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 120 7.5 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 130 7.0 6.5 6.5 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 140 6.5 6.5 7.0 6.0 6.0 5.0 5.0 4.5 4.5 4.0 4.0 150 6.5 6.5 6.0 6.0 5.5 5.0 4.5 4.5 4.5 4.0 4.0 160 6.5 6.5 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 4.0 170 5.5 5.5 5.5 5.5 5.0 5.0 4.5 4.5 4.0 4.0 4.0 180 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.5 4.0 4.0 3.5 200 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 7.5 7.0 6.5 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 110 7.0 7.0 6.5 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 115 6.5 6.5 6.5 6.0 6.0 5.0 5.0 4.5 4.5 4.0 4.0 120 6.0 6.0 6.0 6.0 5.5 5.0 5.0 4.5 4.5 4.0 4.0 130 5.5 5.5 5.5 5.5 5.5 5.0 4.5 4.5 4.0 4.0 4.0 140 5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 4.0 150 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 4.0 160 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 4.0 3.5 170 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 4.0 3.5 180 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.5 200 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 **Zone 3 includes all zone designations (including 3, 3e & 3r). Max Spans (ft) Zone 3**Wind Speed (mph) Ground Snow Load (psf) Wind Speed (mph) Ground Snow Load (psf) Exp C Exp B Zone 3** NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 47 2004 W Picasso - 2018062008/29/23 Ecolight Rail - Risk Cat. II Portrait Slope 0° -7° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 8.5 8.0 6.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 110 8.0 8.0 6.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 115 7.5 7.5 6.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 120 7.5 7.5 6.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 130 6.5 6.5 6.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 140 6.0 6.0 6.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 150 6.0 6.0 6.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 160 5.5 5.5 5.5 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 170 5.0 5.0 5.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 180 4.5 4.5 4.5 4.5 4.0 4.0 3.5 3.0 3.0 3.0 2.5 200 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 7.0 7.0 6.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 110 6.5 6.5 6.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 115 6.5 6.5 6.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 120 6.0 6.0 6.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 130 6.0 6.0 6.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 140 5.0 5.0 5.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 150 5.0 5.0 5.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 160 4.5 4.5 4.5 4.5 4.0 4.0 3.5 3.0 3.0 3.0 2.5 170 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 180 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 200 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Max Spans (ft) Zone 1'Wind Speed (mph) Ground Snow Load (psf) Zone 1' Wind Speed (mph) Ground Snow Load (psf) Exp B Exp C NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 48 2004 W Picasso - 2018062008/29/23 Ecolight Rail - Risk Cat. II Portrait Slope 0° -7° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 6.0 6.0 5.5 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 110 5.5 5.5 5.5 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 115 5.5 5.5 5.5 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 120 5.0 5.0 5.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 130 4.5 4.5 4.5 4.5 4.0 4.0 3.5 3.0 3.0 3.0 2.5 140 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 150 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 160 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 170 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 180 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 200 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 5.0 5.0 5.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 110 4.5 4.5 4.5 4.5 4.0 4.0 3.5 3.0 3.0 3.0 2.5 115 4.5 4.5 4.5 4.5 4.0 4.0 3.5 3.0 3.0 3.0 2.5 120 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 130 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 140 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 150 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 160 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 170 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 180 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 200 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Zone 1 & 2 Wind Speed (mph) Ground Snow Load (psf) Max Spans (ft) Wind Speed (mph) Ground Snow Load (psf) Exp B Exp C Zone 1 & 2 NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 49 2004 W Picasso - 2018062008/29/23 Ecolight Rail - Risk Cat. II Portrait Slope 0° -7° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 5.5 5.5 5.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 110 5.0 5.0 5.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 115 4.5 4.5 4.5 4.5 4.0 4.0 3.5 3.0 3.0 3.0 2.5 120 4.5 4.5 4.5 4.5 4.0 4.0 3.5 3.0 3.0 3.0 2.5 130 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 140 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 150 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 160 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 170 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 180 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 200 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 4.5 4.5 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 110 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 115 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 120 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 130 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 140 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 150 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 160 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 170 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 180 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 200 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Exp C Zone 3 Wind Speed (mph) Ground Snow Load (psf) Exp B Zone 3 Wind Speed (mph) Ground Snow Load (psf) Max Spans (ft) NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 50 2004 W Picasso - 2018062008/29/23 Ecolight Rail - Risk Cat. II Portrait Slope 7° - 20° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 7.5 7.0 6.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 110 7.0 7.0 6.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 115 6.5 6.5 6.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 120 6.0 6.0 5.5 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 130 5.5 5.5 5.5 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 140 5.0 5.0 5.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 150 4.5 4.5 4.5 4.5 4.0 4.0 3.5 3.0 3.0 3.0 2.5 160 4.5 4.5 4.5 4.5 4.0 4.0 3.5 3.0 3.0 3.0 2.5 170 4.5 4.5 4.5 4.5 4.0 4.0 3.5 3.0 3.0 3.0 2.5 180 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 200 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 6.5 6.5 5.5 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 110 6.0 6.0 5.5 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 115 5.5 5.5 5.5 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 120 5.0 5.0 5.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 130 4.5 4.5 4.5 4.5 4.0 4.0 3.5 3.0 3.0 3.0 2.5 140 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 150 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 160 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 170 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 180 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 200 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Max Spans (ft) Zone 1 Wind Speed (mph) Ground Snow Load (psf) Zone 1 Wind Speed (mph) Ground Snow Load (psf) Exp B Exp C NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 51 2004 W Picasso - 2018062008/29/23 Ecolight Rail - Risk Cat. II Portrait Slope 7° - 20° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 6.0 6.0 5.5 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 110 5.5 5.5 5.5 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 115 5.5 5.5 5.5 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 120 5.0 5.0 5.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 130 4.5 4.5 4.5 4.5 4.0 4.0 3.5 3.0 3.0 3.0 2.5 140 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 150 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 160 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 170 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 180 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 200 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 5.0 5.0 5.0 4.5 4.0 4.0 3.5 3.0 3.0 3.0 2.5 110 4.5 4.5 4.5 4.5 4.0 4.0 3.5 3.0 3.0 3.0 2.5 115 4.5 4.5 4.5 4.5 4.0 4.0 3.5 3.0 3.0 3.0 2.5 120 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 130 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 140 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 150 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 160 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 170 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 180 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 200 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 *Zone 2 includes all zone designations (including 2e, 2n, 2r). Zone 2*Wind Speed (mph) Max Spans (ft) Zone 2* Wind Speed (mph) Ground Snow Load (psf) Ground Snow Load (psf) Exp B Exp C NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 52 2004 W Picasso - 2018062008/29/23 Ecolight Rail - Risk Cat. II Portrait Slope 7° - 20° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 5.5 5.5 5.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 110 5.0 5.0 5.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 115 4.5 4.5 4.5 4.5 4.0 4.0 3.5 3.0 3.0 3.0 2.5 120 4.5 4.5 4.5 4.5 4.0 4.0 3.5 3.0 3.0 3.0 2.5 130 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 140 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 150 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 160 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 170 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 180 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 200 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 4.5 4.5 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 110 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 115 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 120 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 130 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 140 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 150 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 160 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 170 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 180 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 200 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 **Zone 3 includes all zone designations (including 3, 3e & 3r). Exp C Zone 3** Wind Speed (mph) Ground Snow Load (psf) Ground Snow Load (psf) Exp B Zone 3**Wind Speed (mph) Max Spans (ft) NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 53 2004 W Picasso - 2018062008/29/23 Ecolight Rail - Risk Cat. II Portrait Slope 20° - 27° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 7.5 7.5 6.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 110 7.0 7.0 6.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 115 6.5 6.5 6.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 120 6.0 6.0 5.5 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 130 5.5 5.5 5.5 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 140 5.5 5.5 5.5 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 150 5.0 5.0 5.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 160 5.0 5.0 5.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 170 4.5 4.5 4.5 4.5 4.0 4.0 3.5 3.0 3.0 3.0 2.5 180 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 200 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 6.0 6.0 5.5 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 110 5.5 5.5 5.5 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 115 5.5 5.5 5.5 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 120 5.0 5.0 5.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 130 5.0 5.0 5.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 140 4.5 4.5 4.5 4.5 4.0 4.0 3.5 3.0 3.0 3.0 2.5 150 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 160 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 170 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 180 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 200 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Max Spans (ft) Zone 1 Wind Speed (mph) Ground Snow Load (psf) Wind Speed (mph) Ground Snow Load (psf)Zone 1 Exp B Exp C NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 54 2004 W Picasso - 2018062008/29/23 Ecolight Rail - Risk Cat. II Portrait Slope 20° - 27° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 6.0 6.0 5.5 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 110 5.5 5.5 5.5 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 115 5.0 5.0 5.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 120 4.5 4.5 4.5 4.5 4.0 4.0 3.5 3.0 3.0 3.0 2.5 130 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 140 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 150 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 160 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 170 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 180 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 200 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 4.5 4.5 4.5 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 110 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 115 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 120 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 130 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 140 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 150 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 160 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 170 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 180 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 200 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 *Zone 2 includes all zone designations (including 2e, 2n, 2r). Max Spans (ft) Zone 2*Wind Speed (mph) Ground Snow Load (psf) Zone 2* Exp C Wind Speed (mph) Ground Snow Load (psf) Exp B NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 55 2004 W Picasso - 2018062008/29/23 Ecolight Rail - Risk Cat. II Portrait Slope 20° - 27° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 5.5 5.5 5.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 110 5.0 5.0 5.0 5.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 115 4.5 4.5 4.5 4.5 4.0 4.0 3.5 3.0 3.0 3.0 2.5 120 4.5 4.5 4.5 4.5 4.0 4.0 3.5 3.0 3.0 3.0 2.5 130 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 140 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 150 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 160 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 170 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 180 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 200 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 4.5 4.5 4.5 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 110 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 115 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.0 3.0 3.0 2.5 120 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 130 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 2.5 140 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 150 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 160 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 170 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 180 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 200 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 **Zone 3 includes all zone designations (including 3, 3e & 3r). Wind Speed (mph) Ground Snow Load (psf) Exp B Zone 3**Wind Speed (mph) Ground Snow Load (psf) Zone 3** Max Spans (ft) Exp C NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 56 2004 W Picasso - 2018062008/29/23 Ecolight Rail - Risk Cat. II Portrait Slope 27° - 45° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 8.0 7.0 6.0 5.5 5.0 4.5 4.0 3.5 3.5 3.0 3.0 110 7.5 6.5 6.0 5.5 5.0 4.5 4.0 3.5 3.5 3.0 3.0 115 7.0 6.5 6.0 5.5 5.0 4.5 4.0 3.5 3.5 3.0 3.0 120 7.0 6.0 6.0 5.5 5.0 4.5 4.0 3.5 3.5 3.0 3.0 130 6.5 6.0 5.5 5.5 5.0 4.5 4.0 3.5 3.5 3.0 3.0 140 5.5 5.5 5.5 5.0 5.0 4.5 4.0 3.5 3.5 3.0 3.0 150 5.5 5.5 5.5 5.0 4.5 4.5 4.0 3.5 3.5 3.0 3.0 160 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5 3.5 3.0 3.0 170 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 3.5 3.0 3.0 180 4.5 4.5 4.5 4.5 4.0 4.0 4.0 3.5 3.5 3.0 3.0 200 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 7.0 6.5 6.0 5.5 5.0 4.5 4.0 3.5 3.5 3.0 3.0 110 6.5 6.0 6.0 5.5 5.0 4.5 4.0 3.5 3.5 3.0 3.0 115 6.0 5.5 5.5 5.0 5.0 4.5 4.0 3.5 3.5 3.0 3.0 120 5.5 5.5 5.5 5.0 4.5 4.5 4.0 3.5 3.5 3.0 3.0 130 5.5 5.5 5.0 5.0 4.5 4.5 4.0 3.5 3.5 3.0 3.0 140 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 3.5 3.0 3.0 150 4.5 4.5 4.5 4.5 4.0 4.0 4.0 3.5 3.5 3.0 3.0 160 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.5 3.5 3.0 3.0 170 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 180 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 200 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Max Spans (ft) Zone 1 Wind Speed (mph) Ground Snow Load (psf) Zone 1 Wind Speed (mph) Ground Snow Load (psf) Exp B Exp C NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 57 2004 W Picasso - 2018062008/29/23 Ecolight Rail - Risk Cat. II Portrait Slope 27° - 45° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 7.0 6.5 6.0 5.5 5.0 4.5 4.0 3.5 3.5 3.0 3.0 110 6.5 6.0 6.0 5.5 5.0 4.5 4.0 3.5 3.5 3.0 3.0 115 6.0 6.0 6.0 5.5 5.0 4.5 4.0 3.5 3.5 3.0 3.0 120 5.5 5.5 5.5 5.5 5.0 4.5 4.0 3.5 3.5 3.0 3.0 130 5.0 5.0 5.0 5.0 5.0 4.5 4.0 3.5 3.5 3.0 3.0 140 5.0 5.0 5.0 5.0 5.0 4.5 4.0 3.5 3.5 3.0 3.0 150 4.5 4.5 4.5 4.5 4.5 4.5 4.0 3.5 3.5 3.0 3.0 160 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.5 3.0 3.0 170 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 180 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 200 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 5.5 5.5 5.5 5.5 5.0 4.5 4.0 3.5 3.5 3.0 3.0 110 5.0 5.0 5.0 5.5 5.0 4.5 4.0 3.5 3.5 3.0 3.0 115 5.0 5.0 5.0 5.0 5.0 4.5 4.0 3.5 3.5 3.0 3.0 120 4.5 4.5 4.5 4.5 4.5 4.5 4.0 3.5 3.5 3.0 3.0 130 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.5 3.0 3.0 140 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 150 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 160 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 170 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 180 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 200 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 *Zone 2 includes all zone designations (including 2e, 2n, 2r). Max Spans (ft) Zone 2*Wind Speed (mph) Ground Snow Load (psf) Zone 2* Wind Speed (mph) Ground Snow Load (psf) Exp C Exp B NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 58 2004 W Picasso - 2018062008/29/23 Ecolight Rail - Risk Cat. II Portrait Slope 27° - 45° Exposure 0 10 20 30 40 50 60 70 80 90 100 100 6.5 6.0 5.5 5.5 5.0 4.5 4.0 3.5 3.5 3.0 3.0 110 6.0 5.5 5.5 5.5 5.0 4.5 4.0 3.5 3.5 3.0 3.0 115 5.5 5.5 5.5 5.5 5.0 4.5 4.0 3.5 3.5 3.0 3.0 120 5.0 5.0 5.0 5.0 5.0 4.5 4.0 3.5 3.5 3.0 3.0 130 4.5 4.5 4.5 4.5 4.5 4.5 4.0 3.5 3.5 3.0 3.0 140 4.5 4.5 4.5 4.5 4.5 4.5 4.0 3.5 3.5 3.0 3.0 150 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.5 3.0 3.0 160 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.5 3.0 3.0 170 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 180 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 200 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Exposure 0 10 20 30 40 50 60 70 80 90 100 100 5.5 5.5 5.0 5.5 5.0 4.5 4.0 3.5 3.5 3.0 3.0 110 5.0 5.0 5.0 5.5 5.0 4.5 4.0 3.5 3.5 3.0 3.0 115 5.0 5.0 5.0 5.0 5.0 4.5 4.0 3.5 3.5 3.0 3.0 120 4.5 4.5 4.5 4.5 4.5 4.5 4.0 3.5 3.5 3.0 3.0 130 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.5 3.0 3.0 140 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 150 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 160 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 170 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 180 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 200 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 **Zone 3 includes all zone designations (including 3, 3e & 3r). Max Spans (ft) Zone 3**Wind Speed (mph) Ground Snow Load (psf) Wind Speed (mph) Ground Snow Load (psf) Exp B Exp C Zone 3** NOTE: For rails that are continuous over less than 5 modules, reduce the listed max rail span by 1 ft. Page 59 2004 W Picasso - 2018062008/29/23 ENGINEERED POWER SOLUTIONS 72 SOUTH MAIN STREET, SUITE A TEMPLETON, CA 93465 Solar Warehouse Rail Analysis – Generic Packet 2.3 – Allowable Splice Locations Rail Splices are to be located within a 1ft length at 25% of the span away from an exterior anchor or 2ft length at 25% of the span for interior anchor. (See figure below) Single Span Continuous Span (3 spans or greater) Page 60 2004 W Picasso - 2018062008/29/23 ENGINEERED POWER SOLUTIONS 72 SOUTH MAIN STREET, SUITE A TEMPLETON, CA 93465 Solar Warehouse Rail Analysis – Generic Packet 2.4 - Roof Zones Wind forces are determined in accordance with ASCE 7-16 Section 29.4.4. In accordance with Figures 30.3-2A-I, the roof has been broken up into zones, 1, 2, & 3 (includes their sub-categories as noted in the summary tables). See Figures below (Figures referenced directly from ASCE 7-16). Page 61 2004 W Picasso - 2018062008/29/23 ENGINEERED POWER SOLUTIONS 72 SOUTH MAIN STREET, SUITE A TEMPLETON, CA 93465 Solar Warehouse Rail Analysis – Generic Packet Page 62 2004 W Picasso - 2018062008/29/23 ENGINEERED POWER SOLUTIONS 72 SOUTH MAIN STREET, SUITE A TEMPLETON, CA 93465 Solar Warehouse Rail Analysis – Generic Packet Page 63 2004 W Picasso - 2018062008/29/23 ENGINEERED POWER SOLUTIONS 72 SOUTH MAIN STREET, SUITE A TEMPLETON, CA 93465 Solar Warehouse Rail Analysis – Generic Packet Overhang conditions and overhang wind zones are not supported by this package. The terms “a” and “h” are determined in accordance with the notes in Figures 30.3- 2A-I. o a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft. o h: Mean roof height (ft.) except eave height shall be used for roof tilts < 10° See complete list of Notes of Figures 30.3-2A-I for additional clarification. Note: It is the solar designer/installer or owner’s responsibility to determine the site -specific design parameters of each site based on the current governing building code and/or local jurisdiction’s requirements. It is also their responsibility to evaluate the PV layout specific conditions such as roof zone, edge zone factors, anchor capacity, etc. EPS is not responsible for incorrect use of the summary tables or using incorrect design parameters. Page 64 2004 W Picasso - 2018062008/29/23 ENGINEERED POWER SOLUTIONS 72 SOUTH MAIN STREET, SUITE A TEMPLETON, CA 93465 Solar Warehouse Rail Analysis – Generic Packet 3.0 – SWH Rail Calculations The SWH rail system consists of PV modules supported by two rails that span between anchorage points to anchorage hardware that anchor to the existing framing. The previous sections addressed the various design loads and parameters provided by SWH that have been addressed in this packet. The results for all scenarios were provided in the previous tables. The following pages provide descriptions of the design methodology used as well as an example calculation using a specific set of parameters. For the example calculations, a set of parameters have been chosen which may or may not represent an actual in-field scenario but will illustrate the design processed used for all provided parameters/scenarios. o Example Scenario Design Parameters: ▪ Local Code: IBC referencing ASCE 7-16 ▪ Module Type: 72 Cell ▪ Rail Type: Standard Rail ▪ Wind Exposure Category: C ▪ Building Ht.: 30 ft. (grade to highest point of PV installation) ▪ Design Wind Speed: 120 MPH ▪ Design Ground Snow Load: 30 psf ▪ Roof Zone: Both Interior Zone and Edge Zone ▪ Module Orientation: Portrait ▪ Roof Pitch: 10° (Gable or Hip Roof) Note: It is the solar designer/installer or owner’s responsibility to determine the site specific design parameters of each site based on the current governing building code and/or local jurisdiction’s requirements. It is also their responsibility to evaluate the PV layout specific conditions such as roof zone, edge zone factors, anchor capacity, etc. EPS is not responsible for incorrect use of the summary tables or using incorrect design parameters. Page 65 2004 W Picasso - 2018062008/29/23 ENGINEERED POWER SOLUTIONS 72 SOUTH MAIN STREET, SUITE A TEMPLETON, CA 93465 Solar Warehouse Rail Analysis – Generic Packet 3.1 – Roof Zone Determination Wind forces are determined in accordance with ASCE 7-16 Section 29.4.4. In accordance with Figures 30.3-2A-I, the roof has been broken up into (3) main zones, 1, 2, & 3 which also encompass all sub-zones (i.e., Zone 2 includes 2e, 2n, and 2r while Zone 3 includes 3, 3e, and 3r). See Figures in Section 2.4. 3.2 – Dead Loads The dead load supported by each rail consists of the weight of the modules used over the tributary area of the rail. Since each rail supports the tributary width of half a module this would equate to the following weight for portrait condition: Example Scenario Calculation: 72 Cell (55 lbs) = 2.54 psf. Portrait configuration trib. width: 3.25 ft.* 2.54 psf. = 8.3 plf Page 66 2004 W Picasso - 2018062008/29/23 ENGINEERED POWER SOLUTIONS 72 SOUTH MAIN STREET, SUITE A TEMPLETON, CA 93465 Solar Warehouse Rail Analysis – Generic Packet 3.3 – Wind Forces Per Section 29.4.4, the wind velocity pressure is determined by Equation Eq. 29.4-7: o p = qh(GCp)(ɣE)(ɣa) (psf) Where qh, the velocity pressure evaluated at height h, is given by Section 26.10 and Equation 26.10-1: o qh = 0.00256KzKztKdKeV2 (ASCE 7-16) ▪ Kz = Velocity Pressure Exposure Coefficient per Table 26.10-1 • Exposure B: 0.70 (h < 30ft.) • Exposure C 0.98 (h < 30ft.) ▪ Kzt = Topographic Factor per Section 26.8.2 • This packet assumes no topographic factor (Kzt = 1.00) ▪ Kd = Wind Directionality Factor per Section 26.6 • 0.85 ▪ Ke = Ground Elevation Factor per Section 26.9 • This packet conservatively uses 1.00 per note 1 of Table 26.9-1 ▪ V = 3 Second Gust Wind Speed per Section 26.5 o GCp is the external pressure coefficient given in Figures 30.3-2A-I. o The GCpf Coefficients are broken up by roof tilt and building surface location (zones). Each zone has an associated worst-case uplift coefficient as well as a worst-case downward coefficient (discussed in more detail later in this packet). The coefficient varies based on the effective wind area of the element being considered for design. The rail span summary tables in this packet assumed an effective wind area for the rails based on the continuous rails supporting a minimum of (5) modules. As noted in the tables, the listed spans shall be reduced by 1 ft. for continuous rails supporting less than (5) modules. o ɣE – Array Edge Factor as defined in Fig. 29.4-7. This packet conservatively uses 1.5 for the array edge factor for all conditions. o ɣa – Solar Panel Pressure Equalization Factor per Figure 29.4-8. o Like the GCp factor, ɣa has been calculated based on the effective wind area of the rail. Page 67 2004 W Picasso - 2018062008/29/23 ENGINEERED POWER SOLUTIONS 72 SOUTH MAIN STREET, SUITE A TEMPLETON, CA 93465 Solar Warehouse Rail Analysis – Generic Packet Example Scenario Calculation: qh = 0.00256(0.98)(1.0)(0.85)(1.0)(120)2= 30.71 psf External Pressure Coefficients (GCp ) for Example Scenario: o Interior Zone of Roof (1) → Zone 1: -1.2 o Edge Zone of Roof (2) → Zone 2: -2.0 o Corner Zone of Roof (3) → Zone 3: -2.4 o Downward Load → All Zones: 0.4 Interior Zone: 30.71 psf * -1.2 = -36.85 psf * 3.25 ft. = -119.8 plf Edge Zone: 30.71 psf * -2.0 = -61.42 psf * 3.25 ft. = -199.6 plf Corner Zone: 30.71 psf * -2.4 = -73.70 psf * 3.25 ft. = -239.5 plf Downward Force: 30.71 psf * 0.4 = -12.28psf * 3.25 ft. = 39.9 plf Based on the area of 72 cell (Tributary width = 3.25 ft.) the maximum uplift forces imposed on the modules have been calculated. Using the worst-case wind uplift basic load combination (allowable stress design) of 0.6D+0.6W and the worst-case wind downward combination of 1.0D+0.6W as dictated in Section 2.4.1 provides the governing wind design load per rail. Example Scenario Uplift Calculation: o Interior Zone: 0.6*(8.3 plf) – 0.6*(119.8 plf)= -66.9 plf o Edge Zone: 0.6*(8.3 plf) – 0.6*(199.6 plf)= -114.8 plf o Corner Zone: 0.6*(8.3 plf) – 0.6*(239.5 plf)= -138.0 plf o Downward Force: 1.0*(8.3 plf) + 0.6*(39.9 plf)= 32.2 plf Page 68 2004 W Picasso - 2018062008/29/23 ENGINEERED POWER SOLUTIONS 72 SOUTH MAIN STREET, SUITE A TEMPLETON, CA 93465 Solar Warehouse Rail Analysis – Generic Packet 3.4 – Ground Snow Load Capacity It is the responsibilty of others to confirm that the existing building was designed correctly for the site specific design snow loads per the governing building code. The addition of a new rooftop PV system (mounted flush with the roof) does not change the amount of snow that falls on the roof but it can change how the snow load is distributed to the roof as the modules transfer the snow loads as numerous point loads through the anchorage points rather than an area load over the roof. The adequacy of the existing structure to support the PV loads (including changes to how the snow load is distributed) shall be checked by a registred licensed engineeer as it is not the responsibility of EPS. The design Roof Live Load is interchangeable with the design Roof Snow Load as noted in the load combinations. The point loads (uplift and downward) transferred by the PV racking system to the building’s structural support system shall be evaluated by a registred licensed engineer during the building evaluation (not per EPS). Downward loads shall be calculated on a site by site basis by the engineering responsibily for justifiying the building adequacy. If the calculated downward loads at the maximum allowable span is determined to be in excess of the allowable capacity of the building, shorter rail spans between anchors may be required to more evenly distribute the downward loads to the existing building (per building engineer). The sloped roof snow load (ps) is determined as follows: • ps = pf*Cs Eq. 7.4-1 o Flat Roof Snow Load pf = 0.7*Ce*Ct*I*pg Eq. 7.3-1 ▪ Exposure Factor Ce: 1.0 Table 7-2 ▪ Thermal Factor Ct: 1.2 Table 7-3 ▪ Snow Importance Factor (I): Table 1.5-2 • 1.00 used in all cases o Cs = 1.00 for tilts of 0° to 27° or 0.78 for tilts of 27° to 45° Example Scenario Calculation: Sloped Roof Snow = 1.00*pf Where pf = 0.7*1.0*1.2*1.00*30 psf = 25.2 psf Snow Load per Rail = 25.2 psf. * 3.25 ft. = 81.9 plf Page 69 2004 W Picasso - 2018062008/29/23 ENGINEERED POWER SOLUTIONS 72 SOUTH MAIN STREET, SUITE A TEMPLETON, CA 93465 Solar Warehouse Rail Analysis – Generic Packet 3.5 – Rail Load Summary The governing compression (downward) loads at the anchors are from one of multiple load combinations. The governing load combination is dependant on the specific design parameters but the govering copression load combination will be from one of the following load combinations per Section 2.4.1: ▪ ASCE 7-16: ▪ D ▪ D+S ▪ D+0.6W ▪ D+0.75S+0.75(0.6W) Example Scenario Calculation: o Compressive loads: D: 8.3 plf S: 81.9 plf W: 32.2 plf D+S: = 8.3 plf. + 81.9plf = 90.2 plf D+0.6W = 8.3 plf. + 0.6(32.2 plf) = 27.6 plf D+0.75S+0.75(0.6W) = 8.3 plf. + 0.75(81.9 plf) + 0.75*(0.6*32.2plf) = 84.2 plf ➔ Therefore use 90.2 plf compression load for typical rail. The following pages provide the rail analysis results for the example case (loads for Wind Zone 1 shown). The Rail spans are shown on the first sheet and are in ½ foot increments. [A similar rail analysis has been calculated for each separate case detailed in the tables (not shown in this packet)] Page 70 2004 W Picasso - 2018062008/29/23 EPS MBG 20-SWH001 SWH Rail Analysis SK - 2 Jan 15, 2020 at 9:40 AM Example Rail Check.r3d 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 Y XZ Envelope Only Solution Page 71 2004 W Picasso - 2018062008/29/23 EPS MBG 20-SWH001 SWH Rail Analysis SK - 3 Jan 15, 2020 at 9:40 AM Example Rail Check.r3d -8.3lb/ft -8.3lb/ft -8.3lb/ft -8.3lb/ft -8.3lb/ft -8.3lb/ft -8.3lb/ft -8.3lb/ft -8.3lb/ft -8.3lb/ft -8.3lb/ft -8.3lb/ft -8.3lb/ft -8.3lb/ft -8.3lb/ft Y XZ Loads: BLC 1, Dead Envelope Only Solution Page 72 2004 W Picasso - 2018062008/29/23 EPS MBG 20-SWH001 SWH Rail Analysis SK - 4 Jan 15, 2020 at 9:41 AM Example Rail Check.r3d 119.8lb/ft 119.8lb/ft 119.8lb/ft 119.8lb/ft 119.8lb/ft 119.8lb/ft 119.8lb/ft 119.8lb/ft 119.8lb/ft 119.8lb/ft 119.8lb/ft 119.8lb/ft 119.8lb/ft 119.8lb/ft 119.8lb/ft Y XZ Loads: BLC 2, Wind Up Envelope Only Solution Page 73 2004 W Picasso - 2018062008/29/23 EPS MBG 20-SWH001 SWH Rail Analysis SK - 5 Jan 15, 2020 at 9:41 AM Example Rail Check.r3d -39.9lb/ft -39.9lb/ft -39.9lb/ft -39.9lb/ft -39.9lb/ft -39.9lb/ft -39.9lb/ft -39.9lb/ft -39.9lb/ft -39.9lb/ft -39.9lb/ft -39.9lb/ft -39.9lb/ft -39.9lb/ft -39.9lb/ft Y XZ Loads: BLC 3, Wind Down Envelope Only Solution Page 74 2004 W Picasso - 2018062008/29/23 EPS MBG 20-SWH001 SWH Rail Analysis SK - 6 Jan 15, 2020 at 9:41 AM Example Rail Check.r3d -81.9lb/ft -81.9lb/ft -81.9lb/ft -81.9lb/ft -81.9lb/ft -81.9lb/ft -81.9lb/ft -81.9lb/ft -81.9lb/ft -81.9lb/ft -81.9lb/ft -81.9lb/ft -81.9lb/ft -81.9lb/ft -81.9lb/ft Y XZ Loads: BLC 4, Snow Envelope Only Solution Page 75 2004 W Picasso - 2018062008/29/23 EPS MBG 20-SWH001 SWH Rail Analysis SK - 7 Jan 15, 2020 at 9:41 AM Example Rail Check.r3d 90.2 -90.2 112.8 -112.7 135.3 -135.3 157.9 -157.9 180.4 -180.4 203 -202.9 225.5 -225.5 248.1 -248 269.4 -269.4 293.2 -293.2 315.7 -315.7 338.3 -338.3 360.8 -360.8 383.4 -383.4 405.9 -405.9 Y XZ Envelope Only Solution Member y Shear Forces (lb) (Enveloped) Page 76 2004 W Picasso - 2018062008/29/23 EPS MBG 20-SWH001 SWH Rail Analysis SK - 8 Jan 15, 2020 at 9:41 AM Example Rail Check.r3d 25.1 -33.8 39.2 -52.9 56.4 -76.1 76.8 -103.6 100.4 -135.3 127 -171.2 156.8 -211.4 189.7 -255.8 212.7 -286.8 265 -357.3 307.3 -414.4 352.8 -475.7 401.4 -541.2 453.1 -611 508 -685 Y XZ Envelope Only Solution Member z Bending Moments (lb-ft) (Enveloped) Page 77 2004 W Picasso - 2018062008/29/23 Company : EPS Jan 15, 2020 9:42 AMDesigner : MBG Job Number : 20-SWH001 Checked By:_____ Model Name : SWH Rail Analysis Basic Load Cases BLC Description Category X GravityY GravityZ Gravity Joint Point Distributed Area(M...Surface... 1 Dead DL 15 2 Wind Up WL 15 3 Wind Down WL 15 4 Snow SL 15 Load Combinations Description So...PDe...SR...BLCFac... BLC Fac...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 2 .6 7 ASCE ASD 5...Yes Y DL 1 3 .6 8 ASCE ASD 6...Yes Y DL 1 2 .45 LL .75 LLS .75 9 ASCE ASD 6...Yes Y DL 1 3 .45 LL .75 LLS .75 10 ASCE ASD 6...Yes Y DL 1 2 .45 LL .75 LLS .75 SL .75 SLN .75 11 ASCE ASD 6...Yes Y DL 1 3 .45 LL .75 LLS .75 SL .75 SLN .75 12 ASCE ASD 7 Yes Y DL .6 2 .6 13 ASCE ASD 7 Yes Y DL .6 3 .6 Envelope Member Section Forces Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Momen... LC z-z Momen... LC 1 2 1 max 0 1 0 1 0 1 0 1 0 1 0 1 2 min 0 1 0 1 0 1 0 1 0 1 0 1 3 2 max 0 1 67.65 4 0 1 0 1 0 1 6.272 12 4 min 0 1 -50.175 12 0 1 0 1 0 1 -8.456 4 5 3 max 0 1 0 1 0 1 0 1 0 1 25.087 12 6 min 0 1 0 1 0 1 0 1 0 1 -33.825 4 7 4 max 0 1 50.175 12 0 1 0 1 0 1 6.272 12 8 min 0 1 -67.65 4 0 1 0 1 0 1 -8.456 4 9 5 max 0 1 0 1 0 1 0 1 0 1 0 1 10 min 0 1 0 1 0 1 0 1 0 1 0 1 11 2.5 1 max 0 1 0 1 0 1 0 1 0 1 0 1 12 min 0 1 0 1 0 1 0 1 0 1 0 1 13 2 max 0 1 84.563 4 0 1 0 1 0 1 9.8 12 14 min 0 1 -62.719 12 0 1 0 1 0 1 -13.213 4 15 3 max 0 1 0 1 0 1 0 1 0 1 39.199 12 16 min 0 1 0 1 0 1 0 1 0 1 -52.852 4 17 4 max 0 1 62.719 12 0 1 0 1 0 1 9.8 12 18 min 0 1 -84.563 4 0 1 0 1 0 1 -13.213 4 19 5 max 0 1 0 1 0 1 0 1 0 1 0 1 20 min 0 1 0 1 0 1 0 1 0 1 0 1 21 3 1 max 0 1 0 1 0 1 0 1 0 1 0 1 22 min 0 1 0 1 0 1 0 1 0 1 0 1 23 2 max 0 1 101.475 4 0 1 0 1 0 1 14.112 12 24 min 0 1 -75.262 12 0 1 0 1 0 1 -19.027 4 25 3 max 0 1 0 1 0 1 0 1 0 1 56.447 12 26 min 0 1 0 1 0 1 0 1 0 1 -76.106 4 27 4 max 0 1 75.263 12 0 1 0 1 0 1 14.112 12 28 min 0 1 -101.475 4 0 1 0 1 0 1 -19.027 4 29 5 max 0 1 0 1 0 1 0 1 0 1 0 1 30 min 0 1 0 1 0 1 0 1 0 1 0 1 RISA-3D Version 16.0.3 Page 1 [C:\...\...\...\...\...\...\...\...\EPS Calcs\Example Rail Check.r3d] Page 78 2004 W Picasso - 2018062008/29/23 Company : EPS Jan 15, 2020 9:42 AMDesigner : MBG Job Number : 20-SWH001 Checked By:_____ Model Name : SWH Rail Analysis Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Momen... LC z-z Momen... LC 31 3.5 1 max 0 1 0 1 0 1 0 1 0 1 0 1 32 min 0 1 0 1 0 1 0 1 0 1 0 1 33 2 max 0 1 118.388 4 0 1 0 1 0 1 19.208 12 34 min 0 1 -87.806 12 0 1 0 1 0 1 -25.897 4 35 3 max 0 1 0 1 0 1 0 1 0 1 76.83 12 36 min 0 1 0 1 0 1 0 1 0 1 -103.589 4 37 4 max 0 1 87.806 12 0 1 0 1 0 1 19.208 12 38 min 0 1 -118.388 4 0 1 0 1 0 1 -25.897 4 39 5 max 0 1 0 1 0 1 0 1 0 1 0 1 40 min 0 1 0 1 0 1 0 1 0 1 0 1 41 4 1 max 0 1 0 1 0 1 0 1 0 1 0 1 42 min 0 1 0 1 0 1 0 1 0 1 0 1 43 2 max 0 1 135.3 4 0 1 0 1 0 1 25.088 12 44 min 0 1 -100.35 12 0 1 0 1 0 1 -33.825 4 45 3 max 0 1 0 1 0 1 0 1 0 1 100.35 12 46 min 0 1 0 1 0 1 0 1 0 1 -135.3 4 47 4 max 0 1 100.35 12 0 1 0 1 0 1 25.088 12 48 min 0 1 -135.3 4 0 1 0 1 0 1 -33.825 4 49 5 max 0 1 0 1 0 1 0 1 0 1 0 1 50 min 0 1 0 1 0 1 0 1 0 1 0 1 51 4.5 1 max 0 1 0 1 0 1 0 1 0 1 0 1 52 min 0 1 0 1 0 1 0 1 0 1 0 1 53 2 max 0 1 152.213 4 0 1 0 1 0 1 31.751 12 54 min 0 1 -112.894 12 0 1 0 1 0 1 -42.81 4 55 3 max 0 1 0 1 0 1 0 1 0 1 127.005 12 56 min 0 1 0 1 0 1 0 1 0 1 -171.239 4 57 4 max 0 1 112.894 12 0 1 0 1 0 1 31.751 12 58 min 0 1 -152.212 4 0 1 0 1 0 1 -42.81 4 59 5 max 0 1 0 1 0 1 0 1 0 1 0 1 60 min 0 1 0 1 0 1 0 1 0 1 0 1 61 5 1 max 0 1 0 1 0 1 0 1 0 1 0 1 62 min 0 1 0 1 0 1 0 1 0 1 0 1 63 2 max 0 1 169.125 4 0 1 0 1 0 1 39.199 12 64 min 0 1 -125.438 12 0 1 0 1 0 1 -52.852 4 65 3 max 0 1 0 1 0 1 0 1 0 1 156.797 12 66 min 0 1 0 1 0 1 0 1 0 1 -211.406 4 67 4 max 0 1 125.437 12 0 1 0 1 0 1 39.199 12 68 min 0 1 -169.125 4 0 1 0 1 0 1 -52.852 4 69 5 max 0 1 0 1 0 1 0 1 0 1 0 1 70 min 0 1 0 1 0 1 0 1 0 1 0 1 71 5.5 1 max 0 1 0 1 0 1 0 1 0 1 0 1 72 min 0 1 0 1 0 1 0 1 0 1 0 1 73 2 max 0 1 186.038 4 0 1 0 1 0 1 47.431 12 74 min 0 1 -137.981 12 0 1 0 1 0 1 -63.95 4 75 3 max 0 1 0 1 0 1 0 1 0 1 189.724 12 76 min 0 1 0 1 0 1 0 1 0 1 -255.802 4 77 4 max 0 1 137.981 12 0 1 0 1 0 1 47.431 12 78 min 0 1 -186.037 4 0 1 0 1 0 1 -63.95 4 79 5 max 0 1 0 1 0 1 0 1 0 1 0 1 80 min 0 1 0 1 0 1 0 1 0 1 0 1 81 6 1 max 0 1 0 1 0 1 0 1 0 1 0 1 82 min 0 1 0 1 0 1 0 1 0 1 0 1 83 2 max 0 1 208.588 4 0 1 0 1 0 1 33.842 12 84 min 0 1 -154.706 12 0 1 0 1 0 1 -45.629 4 85 3 max 0 1 0 1 0 1 0 1 0 1 212.721 12 86 min 0 1 0 1 0 1 0 1 0 1 -286.808 4 87 4 max 0 1 154.706 12 0 1 0 1 0 1 33.842 12 RISA-3D Version 16.0.3 Page 2 [C:\...\...\...\...\...\...\...\...\EPS Calcs\Example Rail Check.r3d] Page 79 2004 W Picasso - 2018062008/29/23 Company : EPS Jan 15, 2020 9:42 AMDesigner : MBG Job Number : 20-SWH001 Checked By:_____ Model Name : SWH Rail Analysis Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Momen... LC z-z Momen...LC 88 min 0 1 -208.587 4 0 1 0 1 0 1 -45.629 4 89 5 max 0 1 0 1 0 1 0 1 0 1 0 1 90 min 0 1 0 1 0 1 0 1 0 1 0 1 91 6.5 1 max 0 1 0 1 0 1 0 1 0 1 0 1 92 min 0 1 0 1 0 1 0 1 0 1 0 1 93 2 max 0 1 219.863 4 0 1 0 1 0 1 66.247 12 94 min 0 1 -163.069 12 0 1 0 1 0 1 -89.319 4 95 3 max 0 1 0 1 0 1 0 1 0 1 264.987 12 96 min 0 1 0 1 0 1 0 1 0 1 -357.277 4 97 4 max 0 1 163.069 12 0 1 0 1 0 1 66.247 12 98 min 0 1 -219.863 4 0 1 0 1 0 1 -89.319 4 99 5 max 0 1 0 1 0 1 0 1 0 1 0 1 100 min 0 1 0 1 0 1 0 1 0 1 0 1 101 7 1 max 0 1 0 1 0 1 0 1 0 1 0 1 102 min 0 1 0 1 0 1 0 1 0 1 0 1 103 2 max 0 1 236.775 4 0 1 0 1 0 1 76.83 12 104 min 0 1 -175.612 12 0 1 0 1 0 1 -103.589 4 105 3 max 0 1 0 1 0 1 0 1 0 1 307.322 12 106 min 0 1 0 1 0 1 0 1 0 1 -414.356 4 107 4 max 0 1 175.613 12 0 1 0 1 0 1 76.83 12 108 min 0 1 -236.775 4 0 1 0 1 0 1 -103.589 4 109 5 max 0 1 0 1 0 1 0 1 0 1 0 1 110 min 0 1 0 1 0 1 0 1 0 1 0 1 111 7.5 1 max 0 1 0 1 0 1 0 1 0 1 0 1 112 min 0 1 0 1 0 1 0 1 0 1 0 1 113 2 max 0 1 253.688 4 0 1 0 1 0 1 88.198 12 114 min 0 1 -188.156 12 0 1 0 1 0 1 -118.916 4 115 3 max 0 1 0 1 0 1 0 1 0 1 352.793 12 116 min 0 1 0 1 0 1 0 1 0 1 -475.664 4 117 4 max 0 1 188.156 12 0 1 0 1 0 1 88.198 12 118 min 0 1 -253.687 4 0 1 0 1 0 1 -118.916 4 119 5 max 0 1 0 1 0 1 0 1 0 1 0 1 120 min 0 1 0 1 0 1 0 1 0 1 0 1 121 8 1 max 0 1 0 1 0 1 0 1 0 1 0 1 122 min 0 1 0 1 0 1 0 1 0 1 0 1 123 2 max 0 1 270.6 4 0 1 0 1 0 1 100.35 12 124 min 0 1 -200.7 12 0 1 0 1 0 1 -135.3 4 125 3 max 0 1 0 1 0 1 0 1 0 1 401.4 12 126 min 0 1 0 1 0 1 0 1 0 1 -541.2 4 127 4 max 0 1 200.7 12 0 1 0 1 0 1 100.35 12 128 min 0 1 -270.6 4 0 1 0 1 0 1 -135.3 4 129 5 max 0 1 0 1 0 1 0 1 0 1 0 1 130 min 0 1 0 1 0 1 0 1 0 1 0 1 131 8.5 1 max 0 1 0 1 0 1 0 1 0 1 0 1 132 min 0 1 0 1 0 1 0 1 0 1 0 1 133 2 max 0 1 287.512 4 0 1 0 1 0 1 113.286 12 134 min 0 1 -213.244 12 0 1 0 1 0 1 -152.741 4 135 3 max 0 1 0 1 0 1 0 1 0 1 453.143 12 136 min 0 1 0 1 0 1 0 1 0 1 -610.964 4 137 4 max 0 1 213.244 12 0 1 0 1 0 1 113.286 12 138 min 0 1 -287.512 4 0 1 0 1 0 1 -152.741 4 139 5 max 0 1 0 1 0 1 0 1 0 1 0 1 140 min 0 1 0 1 0 1 0 1 0 1 0 1 141 9 1 max 0 1 0 1 0 1 0 1 0 1 0 1 142 min 0 1 0 1 0 1 0 1 0 1 0 1 143 2 max 0 1 304.425 4 0 1 0 1 0 1 127.005 12 144 min 0 1 -225.787 12 0 1 0 1 0 1 -171.239 4 RISA-3D Version 16.0.3 Page 3 [C:\...\...\...\...\...\...\...\...\EPS Calcs\Example Rail Check.r3d] Page 80 2004 W Picasso - 2018062008/29/23 Company : EPS Jan 15, 2020 9:42 AMDesigner : MBG Job Number : 20-SWH001 Checked By:_____ Model Name : SWH Rail Analysis Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Momen... LC z-z Momen... LC 145 3 max 0 1 0 1 0 1 0 1 0 1 508.022 12 146 min 0 1 0 1 0 1 0 1 0 1 -684.956 4 147 4 max 0 1 225.787 12 0 1 0 1 0 1 127.005 12 148 min 0 1 -304.425 4 0 1 0 1 0 1 -171.239 4 149 5 max 0 1 0 1 0 1 0 1 0 1 0 1 150 min 0 1 0 1 0 1 0 1 0 1 0 1 RISA-3D Version 16.0.3 Page 4 [C:\...\...\...\...\...\...\...\...\EPS Calcs\Example Rail Check.r3d] Page 81 2004 W Picasso - 2018062008/29/23 ENGINEERED POWER SOLUTIONS 72 SOUTH MAIN STREET, SUITE A TEMPLETON, CA 93465 Solar Warehouse Rail Analysis – Generic Packet 3.6 – Rail Analysis Below are the section properties of the SWH rails (Standard and Ecolite). Figure 2a: Standard Rail Figure 2b: Ecolite Rail Page 82 2004 W Picasso - 2018062008/29/23 ENGINEERED POWER SOLUTIONS 72 SOUTH MAIN STREET, SUITE A TEMPLETON, CA 93465 Solar Warehouse Rail Analysis – Generic Packet Per the Aluminum Design Manual, the allowable stress for the proposed 6005-T5 aluminum rails (38,000 psi min. ultimate tensile strength) is 19.5 ksi. Based on this allowable stress and the section modulus of each rail listed on the previous page, the maximum allowable moment for the Standard Rail is 429 lb-ft and the maximum allowable moment for the Ecolite Rail is 213 lb-ft. Each loading condition listed in the summary table was analyzed to determine the maximum moments of all spans in a similar manner as shown in the example scenario. The maximum moments were compared to the allowable load limits listed above to determine the maximum allowable spans. Example Scenario: The rail is governed by downward compression loads from dead plus snow loads with a maximum moment of 414 lb-ft. with a 7 ft. span. The 7.5 ft. span condition has a maximum moment of 476 lb-ft. which exceeds the Standard Rail maximum allowable moment of 429 lb-ft. and therefore, the maximum span under the example conditions listed is 7 ft. This matches the span noted in the summary tables for this condition. Page 83 2004 W Picasso - 2018062008/29/23 ENGINEERED POWER SOLUTIONS 72 SOUTH MAIN STREET, SUITE A TEMPLETON, CA 93465 Solar Warehouse Rail Analysis – Generic Packet 3.7 – Rail Splice Below are the section properties of the Rail Splice. Figure 3: Rail Splice Page 84 2004 W Picasso - 2018062008/29/23 Rev: 7/15/2021 RESIDENTIAL PHOTOVOLTAIC CHECKLIST SOL-01 CBC 2019 Solar Photovoltaic (PV) Checklist for Detached SINGLE FAMILY RESIDENCES Only Instructions: The licensed contractor of record shall complete all sections, answer the ten questions and sign the certification section below. A copy of this form shall be attached to each of TWO sets of plans, of minimum 11” x 17” size. If answering NO to any of the questions, plan check shall be required. Project Address: Contractor Company Name: Contractor License Number: YES NO Are the following applicable to the proposed project? 1. Will the PV system layout provide the required three-foot wide clear access pathways per Section 605.11 of the California Fire Code, and is this shown on the roof plan? 2. Will the PV system be installed on a roof having only one roofing layer with no overlays? 3. Will the PV array be flush mounted to the existing roof so that the plane of the modules (panels) are parallel to the plane of the roof? 4. Will the PV system weigh maximum 4 pounds per square feet or less? 5. Will the PV system be installed where the modules do not overhang any roof edges (such as eaves, gabled ends, ridges and hips)? 6. Will the PV system be installed with a space of 2” minimum to 10” maximum between the underside of modules and the surface of the roof? 7. Will the PV system be installed without using any ballast system or counter-weight system? 8. Will the anchors be installed with a maximum horizontal anchor spacing of 6 feet and is this maximum horizontal spacing shown on the plans? 9. Will the minimum 5/16” lag screws be installed with a minimum of 2 -1/2 inch embedment into roof rafters (with pre-drilled holes) and is this minimum embedment shown on the plans? 10. Are ALL the structural pages of the plans stamped and signed by a California licensed professional engineer? (including project specific site plan, PV layout, anchorage spacing, anchorage details and manufacturer’s PV support information.) I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name: Signature: Phone Number: Date: Email Address: Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org 2004 PICASSO, SANTA ANA, CA 92704 Bright Spot Solar LICENSE TYPE: B, C-46 ; LICENSE #: 1007552 Alan Shih 626-353-4787 info@brightspotsolar.com 6/26/2023 2004 W Picasso - 2018062008/29/23 DEAN TRAN RESIDENCE 2004 PICASSO, SANTA ANA, CA 92704 PHONE: 714-606-3502 EMAIL: jamesdeanofmath@gmail.com APN: 412-551-14 SHEET SIZE SHEET NAME 5628 BALDWIN AVE. TEMPLE CITY, CA 91780 PHONE NO.:626-353-4787 LICENSE TYPE: B, C-46 ; LICENSE #: 1007552 info@brightspotsolar.com REVISIONS REVDATE DESCRIPTION SHEET NUMBER DS-01 ANSI B 11" X 17" R04/13/2023 DRAFT REVIEW SYSTEM SIZE: 2.160 kW DC 1.740 kW AC MODULE TYPE & AMOUNT: (6) LONGI SOLAR LR4-60-HPB-360M MODULE DIMENSIONS: (L/W/H) 69.9"/41.41"/1.38" INVERTER: (6) ENPHASE ENERGY IQ8PLUS-72-2-US [240V][SI1-SB] PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS: MODULE DATASHEET 2004 W Picasso - 2018062008/29/23 DEAN TRAN RESIDENCE 2004 PICASSO, SANTA ANA, CA 92704 PHONE: 714-606-3502 EMAIL: jamesdeanofmath@gmail.com APN: 412-551-14 SHEET SIZE SHEET NAME 5628 BALDWIN AVE. TEMPLE CITY, CA 91780 PHONE NO.:626-353-4787 LICENSE TYPE: B, C-46 ; LICENSE #: 1007552 info@brightspotsolar.com REVISIONS REVDATE DESCRIPTION SHEET NUMBER DS-02 ANSI B 11" X 17" R04/13/2023 DRAFT REVIEW SYSTEM SIZE: 2.160 kW DC 1.740 kW AC MODULE TYPE & AMOUNT: (6) LONGI SOLAR LR4-60-HPB-360M MODULE DIMENSIONS: (L/W/H) 69.9"/41.41"/1.38" INVERTER: (6) ENPHASE ENERGY IQ8PLUS-72-2-US [240V][SI1-SB] PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS: INVERTER DATASHEET 2004 W Picasso - 2018062008/29/23 DEAN TRAN RESIDENCE 2004 PICASSO, SANTA ANA, CA 92704 PHONE: 714-606-3502 EMAIL: jamesdeanofmath@gmail.com APN: 412-551-14 SHEET SIZE SHEET NAME 5628 BALDWIN AVE. TEMPLE CITY, CA 91780 PHONE NO.:626-353-4787 LICENSE TYPE: B, C-46 ; LICENSE #: 1007552 info@brightspotsolar.com REVISIONS REVDATE DESCRIPTION SHEET NUMBER DS-03 ANSI B 11" X 17" R04/13/2023 DRAFT REVIEW SYSTEM SIZE: 2.160 kW DC 1.740 kW AC MODULE TYPE & AMOUNT: (6) LONGI SOLAR LR4-60-HPB-360M MODULE DIMENSIONS: (L/W/H) 69.9"/41.41"/1.38" INVERTER: (6) ENPHASE ENERGY IQ8PLUS-72-2-US [240V][SI1-SB] PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS: COMBINER DATASHEET 2004 W Picasso - 2018062008/29/23 DEAN TRAN RESIDENCE 2004 PICASSO, SANTA ANA, CA 92704 PHONE: 714-606-3502 EMAIL: jamesdeanofmath@gmail.com APN: 412-551-14 SHEET SIZE SHEET NAME 5628 BALDWIN AVE. TEMPLE CITY, CA 91780 PHONE NO.:626-353-4787 LICENSE TYPE: B, C-46 ; LICENSE #: 1007552 info@brightspotsolar.com REVISIONS REVDATE DESCRIPTION SHEET NUMBER DS-04 ANSI B 11" X 17" R04/13/2023 DRAFT REVIEW SYSTEM SIZE: 2.160 kW DC 1.740 kW AC MODULE TYPE & AMOUNT: (6) LONGI SOLAR LR4-60-HPB-360M MODULE DIMENSIONS: (L/W/H) 69.9"/41.41"/1.38" INVERTER: (6) ENPHASE ENERGY IQ8PLUS-72-2-US [240V][SI1-SB] PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS: Q- CABLE DATASHEET 2004 W Picasso - 2018062008/29/23 DEAN TRAN RESIDENCE 2004 PICASSO, SANTA ANA, CA 92704 PHONE: 714-606-3502 EMAIL: jamesdeanofmath@gmail.com APN: 412-551-14 SHEET SIZE SHEET NAME 5628 BALDWIN AVE. TEMPLE CITY, CA 91780 PHONE NO.:626-353-4787 LICENSE TYPE: B, C-46 ; LICENSE #: 1007552 info@brightspotsolar.com REVISIONS REVDATE DESCRIPTION SHEET NUMBER DS-05 ANSI B 11" X 17" R04/13/2023 DRAFT REVIEW SYSTEM SIZE: 2.160 kW DC 1.740 kW AC MODULE TYPE & AMOUNT: (6) LONGI SOLAR LR4-60-HPB-360M MODULE DIMENSIONS: (L/W/H) 69.9"/41.41"/1.38" INVERTER: (6) ENPHASE ENERGY IQ8PLUS-72-2-US [240V][SI1-SB] PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS: RACKING DATASHEET 2004 W Picasso - 2018062008/29/23 DEAN TRAN RESIDENCE 2004 PICASSO, SANTA ANA, CA 92704 PHONE: 714-606-3502 EMAIL: jamesdeanofmath@gmail.com APN: 412-551-14 SHEET SIZE SHEET NAME 5628 BALDWIN AVE. TEMPLE CITY, CA 91780 PHONE NO.:626-353-4787 LICENSE TYPE: B, C-46 ; LICENSE #: 1007552 info@brightspotsolar.com REVISIONS REVDATE DESCRIPTION SHEET NUMBER E 1.1 ANSI B 11" X 17" R04/13/2023 DRAFT REVIEW SYSTEM SIZE: 2.160 kW DC 1.740 kW AC MODULE TYPE & AMOUNT: (6) LONGI SOLAR LR4-60-HPB-360M MODULE DIMENSIONS: (L/W/H) 69.9"/41.41"/1.38" INVERTER: (6) ENPHASE ENERGY IQ8PLUS-72-2-US [240V][SI1-SB] PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS: 3-LINE DIAGRAM Rooftop conductor ampacities designed in compliance with art. 690.8, Tables 310.15(B)(2)(a), 310.15(B)(3)(a), 310.15(B)(3)(c), 310.15(B)(16), Chapter 9 Table 4, 5, & 9. Location specific temperature obtained from ASHRAE 2017 data tables AMBIENT TEMP (HIGH TEMP 2%) RECORD LOW TEMP 1°C 35°C CONDUIT HEIGHT 0.5" ROOF TOP TEMP 57°C CONDUCTOR TEMPERATURE RATE INVERTER SPECIFICATIONS MANUFACTURER MAX. POWER AT 40 C 60 VOLTS NOMINAL AC VOLTAGE 290 WATTS MAX. AC CURRENT 240 VOLTS MAX. OCPD RATING MAX. PANELS/CIRCUIT SHORT CIRCUIT CURRENT 1.21 AMPS 20 AMPS MAX. DC VOLT RATING 13 15 AMPS ENPHASE ENERGY IQ8PLUS-72-2-US PV MODULE SPECIFICATION MANUFACTURER MAX. POWER-POINT CURRENT (IMP) MAX. POWER-POINT VOLTAGE (VMP) OPEN-CIRCUIT VOLTAGE (VOC) SHORT-CIRCUIT CURRENT (ISC) 10.69 AMPS 33.7 VOLTS 40.9 VOLTS 11.2 AMPS NOM. MAX. POWER AT STC (PMAX) MAX. SYSTEM VOLTAGE VOC TEMPERATURE COEFFICIENT 360 WATT 1000V -0.28° %/°C LONGI SOLAR LR4-60-HPB-360M WIRE QTY WIRE TAG #CONDUIT WIRE TYPE INVERTER QTY:NOC: CONDUIT FILL: TEMP RATING: WIRE AMP TEMP DE-RATE: WIRE OCP: GRND SIZE GRND WIRE TYPE WIRE GAUGE: TERMINAL 75°C RATING:CEC:STRING AMPS x x = x x = 1.25 1.21A 6 9.08A 28.80A 25A90°C 35A x x = 1.25 1.21A 6 #8 THWN-29.08A x x = 22.72A90°C 35A x x = 1.25 1.21A 6 #8 THWN-29.08A x x = 32.9A75°C 30A #12 40A #10 35A #10 3/4" EMT 3/4" EMT WIRE FROM - - JUNCTION BOX TO COMBINER PANEL COMBINER PANEL TO MSP ARRAY TO JUNCTION BOX1 2 3 Q CABLE THWN-2 THWN-2 4 0.80 3 1.00 Q-CABLE 0.96 0.71 0.94 4 NA #6 SBC BUSBAR CALCULATIONS - PV BREAKER - 120% RULE MAIN BUS RATING 225 MAIN DISCONNECT RATING 200 PV BREAKER RATING 30 (MAIN BUS RATING x 1.2) - MAIN DISCONNECT RATING >= OCPD RATING (225A x 1.2) - 200A >= 30A, OK SYSTEM OVER-CURRENT PROTECTION DEVICE (OCPD) CALCULATIONS INVERTER TYPE ENPHASE ENERGY IQ8PLUS-72-2-US [240V][SI1-SB] # OF INVERTERS 6 MAX CONTINUOUS OUTPUT CURRENT 1.21 (# OF INVERTERS) X (MAX CONT. OUTPUT CURRENT) X 125% <= OCPD RATING (6 x 1.21A x 1.25)= 9.1A <= 20A, OK G L1L1 L2L2 6 MICRO-INVERTERS IN BRANCH CIRCUIT #1 L2L2 L1L1EXISTING (9) PHOTOVOLTAIC MODULES W/ INTEGRATED MICRO-INVERTERS SUNPOWER SPR-X21-350-BLK-E-AC TERMINATOR CAP ON LAST CABLE CONNECTOR AC TRUNK CABLE (TYP) L1 L2 N G N 20A G M* IQ-Gateway 20A 1 2 (N) JUNCTION BOX 600 V, NEMA 3R UL LISTED (N) ENPHASE IQ COMBINER 4, X2-IQ- AM1-240-4 [CRD-PCS NEM] 125A/240V CONTINUOUS, PROTECTION MAX 125A BREAKER ON SOLAR OUTPUT; WITH 10 KAIC CIRCUIT BREAKERS 6 NEW LONGI SOLAR LR4-60-HPB-360M MODULES WITH NEW 6 - ENPHASE ENERGY IQ8PLUS-72-2-US [240V][SI1-SB] 240VAC, 1.21A MAX CEC WEIGHTED EFFICIENCY 99% NEMA 3R, UL LISTED, INTERNAL GFDI 15A G N EXISTING GROUNDING ELECTRODE SYSTEM 200A M 30A (E) LOADS POINT OF INTERCONNECT, LOAD SIDE EXISTING 240V/225A BUS BAR RATING, MAIN SERVICE PANEL, SINGLE PHASE, WITH A 200A MAIN DISCONNECT 3 (N) PV BREAKER 9 MICRO-INVERTERS IN BRANCH CIRCUIT #2 2004 W Picasso - 2018062008/29/23 DEAN TRAN RESIDENCE 2004 PICASSO, SANTA ANA, CA 92704 PHONE: 714-606-3502 EMAIL: jamesdeanofmath@gmail.com APN: 412-551-14 SHEET SIZE SHEET NAME 5628 BALDWIN AVE. TEMPLE CITY, CA 91780 PHONE NO.:626-353-4787 LICENSE TYPE: B, C-46 ; LICENSE #: 1007552 info@brightspotsolar.com REVISIONS REVDATE DESCRIPTION SHEET NUMBER E 1.2 ANSI B 11" X 17" R04/13/2023 DRAFT REVIEW SYSTEM SIZE: 2.160 kW DC 1.740 kW AC MODULE TYPE & AMOUNT: (6) LONGI SOLAR LR4-60-HPB-360M MODULE DIMENSIONS: (L/W/H) 69.9"/41.41"/1.38" INVERTER: (6) ENPHASE ENERGY IQ8PLUS-72-2-US [240V][SI1-SB] PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS: EE NOTES SITE NOTES: 1. A LADDER WILL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. 2. THE PV MODULES ARE CONSIDERED NON-COMBUSTIBLE AND THIS SYSTEM IS A UTILITY INTERACTIVE SYSTEM WITH NO STORAGE BATTERIES. 3. THE SOLAR PV INSTALLATION WILL NOT OBSTRUCT ANY PLUMBING, MECHANICAL, OR BUILDING ROOF VENTS. 4. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL BE PROVIDED AS PER SECTION CEC 110.26. 5. ROOF COVERINGS SHALL BE DESIGNED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH THIS CODE AND THE APPROVED MANUFACTURER'S INSTRUCTIONS SUCH THAT THE ROOF COVERING SERVES TO PROTECT THE BUILDING OR STRUCTURE. EQUIPMENT LOCATIONS: 1. ALL EQUIPMENT SHALL MEET MINIMUM SETBACKS AS REQUIRED BY CEC 110.26. 2. WIRING SYSTEMS INSTALLED IN DIRECT SUNLIGHT MUST BE RATED FOR EXPECTED OPERATING TEMPERATURE AS SPECIFIED BY CEC 690.31 (A),(C) AND CEC TABLES 310.15 (B)(2)(A) AND 310.15 (B)(3)(C). 3. JUNCTION AND PULL BOXES PERMITTED INSTALLED UNDER PV MODULES ACCORDING TO CEC 690.34. 4. ADDITIONAL AC DISCONCECT(S) SHALL BE PROVIDED WHERE THE INVERTER IS NOT WITHIN SIGHT OF THE AC SERVICING DISCONCECT. 2.2.6 ALL EQUIPMENT SHALL BE INSTALLED ACCESSIBLE TO QUALIFIED PERSONNEL ACCORDING TO CEC APPLICABLE CODES. 5. ALL COMPONENTS ARE LISTED FOR THEIR PURPOSE AND RATED FOR OUTDOOR USAGE WHEN APPROPRIATE. STRUCTURAL NOTES: 1. RACKING SYSTEM & PV ARRAY WILL BE INSTALLED ACCORDING TO CODE-COMPLIANT INSTALLATION MANUAL. TOP CLAMPS REQUIRE A DESIGNATED SPACE BETWEEN MODULES, AND RAILS MUST ALSO EXTEND A MINIMUM DISTANCE BEYOND EITHER EDGE OF THE ARRAY / SUBARRAY, ACCORDING TO RAI MANUFACTURER’S INSTRUCTIONS. 2. JUNCTION BOX WILL BE INSTALLED PER MANUFACTURERS' SPECIFICATIONS. IF ROOF-PENETRATING TYPE, IT SHALL BE FLASHED & SEALED PER LOCAL REQUIREMENTS. 3. ROOFTOP PENETRATIONS FOR PV RACEWAY WILL BE COMPLETED AND SEALED W/ APPROVED CHEMICAL SEALANT PER CODE BY A LICENSED CONTRACTOR. 4. ALL PV RELATED ROOF ATTACHMENTS TO BE SPACED NO GREATER THAN THE SPAN DISTANCE SPECIFIED BY THE RACKING MANUFACTURER. 2.3.6 WHEN POSSIBLE, ALL PV RELATED RACKING ATTACHMENTS WILL BE STAGGERED AMONGST THE ROOF FRAMING MEMBERS. WIRING & CONDUIT NOTES: 1. ALL CONDUIT AND WIRE WILL BE LISTED AND APPROVED FOR THEIR PURPOSE. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING. 2. CONDUCTORS SIZED ACCORDING TO CEC 690.8, CEC 690.7. 3. VOLTAGE DROP LIMITED TO 1.5%. 4. DC WIRING LIMITED TO MODULE FOOTPRINT. MICRO INVERTER WIRING SYSTEMS SHALL BE LOCATED AND SECURED UNDER THE ARRAY W/ SUITABLE WIRING CLIPS. 5. AC CONDUCTORS COLORED OR MARKED AS FOLLOWS: PHASE A OR L1- BLACK PHASE B OR L2- RED, OR OTHER CONVENTION IF THREE PHASE PHASE C OR L3- BLUE, YELLOW, ORANGE**, OR OTHER CONVENTION NEUTRAL- WHITE OR GREY IN 4-WIRE DELTA CONCECTED SYSTEMS THE PHASE WITH HIGHER VOLTAGE TO BE MARKED ORANGE [CEC 110.15]. GROUNDING NOTES: 1. GROUNDING SYSTEM COMPONENTS SHALL BE LISTED FOR THEIR PURPOSE, AND GROUNDING DEVISES EXPOSED TO THE ELEMENTS SHALL BE RATED FOR SUCH USE. 2. PV EQUIPMENT SHALL BE GROUNDED ACCORDING TO CEC 690.43 AND MINIMUM CEC TABLE 250.122. 3. METAL PARTS OF MODULE FRAMES, MODULE RACKING, AND ENCLOSURES CONSIDERED GROUNDED IN ACCORD WITH 250.134 AND 250.136(A). 4. EQUIPMENT GROUNDING CONDUCTORS SHALL BE SIZED ACCORDING TO CEC 690.45 AND MICRO INVERTER MANUFACTURERS’ INSTRUCTIONS. 5. EACH MODULE WILL BE GROUNDED USING WEEB GROUNDING CLIPS AS SHOWN IN MANUFACTURER DOCUMENTATION AND APPROVED BY THE AHJ. IF WEEBS ARE NOT USED, MODULE GROUNDING LUGS MUST BE INSTALLED AT THE SPECIFIED GROUNDING LUG HOLES PER THE MANUFACTURERS' INSTALLATION REQUIREMENTS. 6. THE GROUNDING CONCECTION TO A MODULE SHALL BE ARRANGED SUCH THAT THE REMOVAL OFA MODULE DOES NOT INTERRUPT A GROUNDING CONDUCTOR TO ANOTHER MODULE. 7. GROUNDING AND BONDING CONDUCTORS, IF INSULATED, SHALL BE COLORED GREEN OR MARKED GREEN IF #4 AWG OR LARGER [CEC 250.119] 8. THE GROUNDING ELECTRODE SYSTEM COMPLIES WITH CEC 690.47 AND CEC 250.50 THROUGH 250.106. IF EXISTING SYSTEM IS INACCESSIBLE, OR INADEQUATE, A GROUNDING ELECTRODE SYSTEM PROVIDED ACCORDING TO CEC 250, CEC 690.47 AND AHJ. 9. GROUND-FAULT DETECTION SHALL COMPLY WITH CEC 690.41(B)(1) AND (2) TO REDUCE FIRE HAZARDS DISCONCECTION AND OVER-CURRENT PROTECTION NOTES: 1. DISCONCECTING SWITCHES SHALL BE WIRED SUCH THAT WHEN THE SWITCH IS OPENED THE CONDUCTORS REMAINING ENERGIZED ARE CONCECTED TO THE TERMINALS MARKED “LINE SIDE” (TYPICALLY THE UPPER TERMINALS). 2. DISCONCECTS TO BE ACCESSIBLE TO QUALIFIED UTILITY PERSONNEL, BE LOCKABLE, AND BE A VISIBLE-BREAK SWITCH 3. PV SYSTEM CIRCUITS INSTALLED ON OR IN BUILDINGS SHALL INCLUDE A RAPID SHUTDOWN FUNCTION TO REDUCE SHOCK HAZARD FOR EMERGENCY RESPONDERS IN ACCORDANCE WITH 690.12(A) THROUGH (D). 4. ALL OCPD RATINGS AND TYPES SPECIFIED ACCORDING TO CEC 690.8, 690.9, AND 240. 5. MICRO INVERTER BRANCHES CONCECTED TO A SINGLE BREAKER OR GROUPED FUSES IN ACCORDANCE WITH CEC 110.3(B). 6. IF REQUIRED BY AHJ, SYSTEM WILL INCLUDE ARC-FAULT CIRCUIT PROTECTION ACCORDING TO CEC 690.11 AND UL1699B. INTERCONCECTION NOTES: 1. LOAD-SIDE INTERCONCECTION SHALL BE IN ACCORDANCE WITH [CEC 705.12 (B)] 2. THE SUM OF THE UTILITY OCPD AND INVERTER CONTINUOUS OUTPUT MAY NOT EXCEED 120% OF BUS BAR RATING [CEC 705.12(D)(2)(3)]. 3. THE SUM OF 125 PERCENT OF THE POWER SOURCE(S) OUTPUT CIRCUIT CURRENT AND THE RATING OF THE OVERCURRENT DEVICE PROTECTING THE BUS BAR SHALL NOT EXCEED 120 PERCENT OF THE AMPACITY OF THE BUS BAR, PV DEDICATED BACKFEED BREAKERS MUST BE LOCATED OPPOSITE END OF THE BUS FROM THE UTILITY SOURCE OCPD [CEC 705.12(B)(2)(3)]. 4. AT MULTIPLE ELECTRIC POWER SOURCES OUTPUT COMBINER PANEL, TOTAL RATING OF ALL OVERCURRENT DEVICES SHALL NOT EXCEED AMPACITY OF BUSBAR. HOWEVER, THE COMBINED OVERCURRENT DEVICE MAY BE EXCLUDED ACCORDING TO CEC 705.12 (B)(2)(3)(C). 5. FEEDER TAP INTERCONCECTION (LOADSIDE) ACCORDING TO CEC 705.12 (B)(2)(1) 6. SUPPLY SIDE TAP INTERCONCECTION ACCORDING TO CEC 705.12 (A) WITH SERVICE ENTRANCE CONDUCTORS IN ACCORDANCE WITH CEC 230.42 2.7.8BACKFEEDING BREAKER FOR ELECTRIC POWER SOURCES OUTPUT IS EXEMPT FROM ADDITIONAL FASTENING [CEC 705.12 (B)(5)]. 2004 W Picasso - 2018062008/29/23 JB JB N DEAN TRAN RESIDENCE 2004 PICASSO, SANTA ANA, CA 92704 PHONE: 714-606-3502 EMAIL: jamesdeanofmath@gmail.com APN: 412-551-14 SHEET SIZE SHEET NAME 5628 BALDWIN AVE. TEMPLE CITY, CA 91780 PHONE NO.:626-353-4787 LICENSE TYPE: B, C-46 ; LICENSE #: 1007552 info@brightspotsolar.com REVISIONS REVDATE DESCRIPTION SHEET NUMBER E 1.3 ANSI B 11" X 17" R04/13/2023 DRAFT REVIEW SYSTEM SIZE: 2.160 kW DC 1.740 kW AC MODULE TYPE & AMOUNT: (6) LONGI SOLAR LR4-60-HPB-360M MODULE DIMENSIONS: (L/W/H) 69.9"/41.41"/1.38" INVERTER: (6) ENPHASE ENERGY IQ8PLUS-72-2-US [240V][SI1-SB] PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS: WARNING LABELS UTILITY METER & MAIN PANEL PICASSO LOCATION: CODE REF: AC DISCONNECT UTILITY15 UTILITY AC DISCONNECT SWITCH LOCATION: CODE REF: MAIN PANEL:(EXTERIOR) PV BREAKER: (INTERIOR) CEC 705.12(B)(2)(3)(B) PV SOLAR BREAKER DO NOT RELOCATE THIS OVERCURRENT DEVICE16 LOCATION: BACKFED BREAKER CODE REF: CEC 705.12(4)1 CAUTION PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED ! LOCATION: BACKFED BREAKER CODE REF: 2017 CEC 705.12(2)(3)(b) 2 WARNING INVERTER OUTPUT CONCECTION: DO NOT RELOCATE THIS OVERCURRENT DEVICE ! 5 LOCATION: MAIN PANEL (EXTERIOR) PV BREAKER (INTERIOR) CODE REF: CEC 690.56(C)(3) RAPID SHUTDOWN SWITCH FOR SOLA R PV SYSTEM 6 LOCATION: CODE REF: COMBINER PANEL AC DISCONNECT JUNCTION BOX INVERTER(S) CEC 690.13(B) WARNING ! ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION 8 LOCATION: AC COMBINER PANEL CODE REF: CEC 690.13(B) WARNING PHOTOVOLTAIC SYSTEM COMBINER PANEL DO NOT ADD LOADS ! 9 LOCATION: CODE REF: DC DISCONNECT INVERTER UTILITY 480VDC 15.0ADC MAXIMUM VOLTAGE: MAXIMUM CIRCUIT CURRENT: MAX. RATED OUTPUT CURRENT OF THE CHARGE CONTROLLER OR DC- TO-DC- CONVERTER (IF INSTALLED)15.0ADC PHOTOVOLTAIC SYSTEM DC DISCONNECT 10 LOCATION: DC DISCONNECT, COMBINE BOX CODE REF: CEC 690.13(B) ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT WARNING! 11 LOCATION: CODE REF: YELLOW STICKER MAIN SERVICE (OUTSIDE COVER) CEC 690.12 CEC 690.56(C)(1)(a) SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY. SOLAR ELECTRIC PV PANELS 12 LOCATION: CODE REF: REFLECTIVE AND WEATHER RESISTANT DC CONDUIT JUNCTION BOX NO MORE THAN 10FT CEC 690.31(G)(3) CEC 690.31(G)(4) WARNING PHOTOVOLTAIC POWER SOURCE LABEL REQUIRES CAPITALIZED LETTERS WITH A MINIMUM HEIGHT OF 3/8 INCH, WHITE LETTERS ON RED BACKGROUND LABELS SHALL BE PLACED ON INTERIOR AND EXTERIOR DC CONDUIT, RACEWAYS, ENCLOSURES, AND CABLE ASSEMBLIES EVERY 10 FEET, WITHIN 1 FOOT OF TURNS OR BENDS AND WITHIN 1 FOOT ABOVE AND BELOW PENETRATIONS OF ROOF/CEILING ASSEMBLIES, WALLS OR BARRIERS. LOCATION: SERVICE METER MAIN PANEL13DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC CAUTION! 7 LOCATION: CODE REF: DEDICATED KWH METER CEC 690.4(B) UTILITY DEDICATED DER METER LOCATION: CODE REF: (IF APPLICABLE) SERVICE PANEL CEC 705.12(7)14 WARNING DO NOT RELOCATE THIS OVERCURRENT DEVICE INVERTER OUTPUT CONCECTION ! 3 LOCATION: CODE REF: (IF APPLICABLE) SUPPLY SIDE TAP LOAD PANEL UTILITY WARNING A GENERATION SCOURCE IS CONCECTED TO THE SUPPLY (UTILITY) SIDE OF THE MAIN SERVICE DISCONNECT. FOLLOW THE PROPER LOCK-OUT/TAG-OUT PROCEDURES TO ENSURE THE PHOTOVOLTAIC SYSTEM UTILITY DISCONNECT SWITCH IS OPENED PRIOR TO PERFORMING WORK ON THIS DEVICE CAUTION POWER TO THIS BUILDING IS SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONCECTS LOCATED AS SHOWN ! ! ENPHASE COMBINER BOX 4 LOCATION: CODE REF: MAIN PANEL AC DISCONNECT(S) CEC 690.54 PHOTOVOLTAIC AC DISCONNECT RATED AC OPERATING CURRENT: NOMINAL OPERATING AC VOLTAGE: 29.7A AC 240VAC 2004 W Picasso - 2018062008/29/23 DEAN TRAN RESIDENCE 2004 PICASSO, SANTA ANA, CA 92704 PHONE: 714-606-3502 EMAIL: jamesdeanofmath@gmail.com APN: 412-551-14 SHEET SIZE SHEET NAME 5628 BALDWIN AVE. TEMPLE CITY, CA 91780 PHONE NO.:626-353-4787 LICENSE TYPE: B, C-46 ; LICENSE #: 1007552 info@brightspotsolar.com REVISIONS REVDATE DESCRIPTION SHEET NUMBER PV 0.0 ANSI B 11" X 17" R04/13/2023 DRAFT REVIEW SYSTEM SIZE: 2.160 kW DC 1.740 kW AC MODULE TYPE & AMOUNT: (6) LONGI SOLAR LR4-60-HPB-360M MODULE DIMENSIONS: (L/W/H) 69.9"/41.41"/1.38" INVERTER: (6) ENPHASE ENERGY IQ8PLUS-72-2-US [240V][SI1-SB] PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS: SYSTEM SIZE: 2.160 kW DC 1.740 kW AC MODULE TYPE & AMOUNT: (6) LONGI SOLAR LR4-60-HPB-360M MODULE DIMENSIONS: (L/W/H) 69.9"/41.41"/1.38" INVERTER: (6) ENPHASE ENERGY IQ8PLUS-72-2-US [240V][SI1-SB] PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS: APPROVALS - FOR AHJ AND OFFICIAL USE ONLY NOTES EQUIPMENT LOCATION 1. ALL EQUIPMENT SHALL MEET MINIMUM SETBACKS AS REQUIRED BY CEC 110.26. 2. WIRING SYSTEMS INSTALLED IN DIRECT SUNLIGHT MUST BE RATED FOR EXPECTED OPERATING TEMPERATURE AS SPECIFIED BY CEC690.31(A),(C) AND CEC TABLES 310.15(B)(2)(A) AND 310.15(B)(3)(C). 3. JUNCTION AND PULL BOXES PERMITTED INSTALLED UNDER PV MODULES ACCORDING TO CEC 690.34. 4. ADDITIONAL AC DISCONCECT(S) SHALL BE PROVIDED WHERE THE INVERTER IS NOT WITHIN SIGHT OF THE AC SERVICING DISCONCECT. 5. ALL EQUIPMENT SHALL BE INSTALLED ACCESSIBLE TO QUALIFIED PERSONNEL ACCORDING TO CEC APPLICABLE CODES. 6. ALL COMPONENTS ARE LISTED FOR THEIR PURPOSE AND RATED FOR OUTDOOR USAGE WHEN APPROPRIATE. WIRING & CONDUIT NOTES 1. ALL CONDUITS AND WIRE WILL BE LISTED AND APPROVED FOR THEIR PURPOSE. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING. 2. CONDUCTORS SIZED ACCORDING TO CEC 690.8, CEC 690.7. 3. DC WIRING LIMITED TO MODULE FOOTPRINT. MICRO INVERTER WIRING SYSTEMS SHALL BE LOCATED AND SECURED UNDER THE ARRAY WITH SUITABLE WIRING CLIPS. 4. AC CONDUCTORS COLORED OR MARKED AS FOLLOWS: PHASE A OR L1- BLACK, PHASE B OR L-2 RED, OR OTHER CONVENTION IF THREE PHASE, PHASE C OR L3-BLUE, YELLOW, ORANGE, OR OTHER CONVENTION NEUTRAL- WHITE OR GREY IN 4-WIRE DELTA CONCECTED SYSTEMS THE PHASE WITH THE HIGHER VOLTAGE TO BE MARKED ORANGE CEC 110.15. GENERAL NOTES 1. MODULES ARE LISTED UNDER UL 1703 AND CONFORM TO THE STANDARDS. 2. INVERTERS ARE LISTED UNDER UL 1741 AND CONFORM TO THE STANDARDS. 3. DRAWINGS ARE DIAGRAMMATIC, INDICATING GENERAL ARRANGEMENT OF THE PV SYSTEM AND THE ACTUAL SITE CONDITION MIGHT VARY. 4. WORKING CLEARANCES AROUND THE NEW PV ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN ACCORDANCE WITH CEC 110.26. 5. ALL GROUND WIRING CONCECTED TO THE MAIN SERVICE GROUNDING IN MAIN SERVICE PANEL/SERVICE COMPONENT. 6. ALL CONDUCTORS SHALL BE 600V, 75° C STANDARD COPPER UNLESS OTHERWISE NOTED. 7. WHEN REQUIRED, A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. 8. THE SYSTEM WILL NOT BE INTERCONCECTED BY THE CONTRACTOR UNTIL APPROVAL FROM THE LOCAL JURISDICTION AND/OR THE UTILITY. 9. ROOF ACCESS POINT SHALL BE LOCATED IN AREAS THAT DO NOT REQUIRE THE PLACEMENT OF GROUND LADDERS OVER OPENINGS SUCH AS WINDOWS WHERE THE ACCESS POINT DOES NOT CONFLICT WITH OVERHEAD OBSTRUCTIONS SUCH AS TREES, WIRES OR SIGNS. 10. PV ARRAY COMBINER/JUNCTION BOX PROVIDES TRANSITION FROM ARRAY WIRING TO CONDUIT WIRING. 11. CONDUIT TO BE PAINTED TO MATCH EXTERIOR SURFACE COLOR. SHEET INDEX: PV 0.0: COVER SHEET PV 1.0: PLOT PLAN PV 1.1: SITE PLAN PV 1.2: ROOF PLAN S 1.1: MOUNT DETAILS E 1.1: LINE DIAGRAM E 1.2: EE NOTES E 1.3: WARNING LABELS DS: EQUIPMENT SPEC SHEET GOVERNING CODES ALL WORK SHALL CONFORM TO THE FOLLOWING CODES · 2022 CALIFORNIA BUILDING CODE · 2022 CALIFORNIA RESIDENTIAL CODE · 2022 CALIFORNIA MECHANICAL CODE · 2022 CALIFORNIA PLUMBING CODE · 2022 CALIFORNIA ENERGY CODE · 2022 CALIFORNIA HISTORICAL BUILDING CODE · 2022 CALIFORNIA EXISTING BUILDING CODE · 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE · 2022 CALIFORNIA FIRECODE · 2022 CALIFORNIA ELECTRICAL CODE JURISDICTION : CITY OF SANTA ANA DEAN TRAN RESIDENCE SCALE: NTS 1 AERIAL VIEW PV 0.0 SCALE: NTS 2 VICINITY MAP PV 0.0 COVER SHEET 2004 PICASSO, SANTA ANA, CA 92704 PHONE: 714-606-3502 EMAIL: jamesdeanofmath@gmail.com APN: 412-551-14 BLDG# 101116243 ISS. 08/24/2023 ELEC# 20180620 ISS. 08/24/2023 The scope of the plans is for the installation of the solar photovoltaic system only and the approval is subject to compliance with all applicable city and state codes and regulations regarding construction. The approval of the plans does not constitute any certification of the accuracy, completeness, or building permit status of the existing buildings and structures as shown. 2004 W Picasso - 2018062008/29/23 N 46'-7" 90 ' - 8 " 58'-7" 79 ' - 2 " 17'- 8 " JB JB DEAN TRAN RESIDENCE 2004 PICASSO, SANTA ANA, CA 92704 PHONE: 714-606-3502 EMAIL: jamesdeanofmath@gmail.com APN: 412-551-14 SHEET SIZE SHEET NAME 5628 BALDWIN AVE. TEMPLE CITY, CA 91780 PHONE NO.:626-353-4787 LICENSE TYPE: B, C-46 ; LICENSE #: 1007552 info@brightspotsolar.com REVISIONS REVDATE DESCRIPTION SHEET NUMBER PV 1.0 ANSI B 11" X 17" R04/13/2023 DRAFT REVIEW SYSTEM SIZE: 2.160 kW DC 1.740 kW AC MODULE TYPE & AMOUNT: (6) LONGI SOLAR LR4-60-HPB-360M MODULE DIMENSIONS: (L/W/H) 69.9"/41.41"/1.38" INVERTER: (6) ENPHASE ENERGY IQ8PLUS-72-2-US [240V][SI1-SB] PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS: SYSTEM SIZE: 2.160 kW DC 1.740 kW AC MODULE TYPE & AMOUNT: (6) LONGI SOLAR LR4-60-HPB-360M MODULE DIMENSIONS: (L/W/H) 69.9"/41.41"/1.38" INVERTER: (6) ENPHASE ENERGY IQ8PLUS-72-2-US [240V][SI1-SB] PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS: PLOT PLAN DRIVEWAY PROPERTY BOUNDARY TYP. FENCE TYP. PICASSO FRONT OF HOUSE SCALE: 1/16" = 1'-0" 1 PLOT PLAN PV 1.0 BACKYARD 2004 W Picasso - 2018062008/29/23 N AR - 0 1 AR-02 JB JB DEAN TRAN RESIDENCE 2004 PICASSO, SANTA ANA, CA 92704 PHONE: 714-606-3502 EMAIL: jamesdeanofmath@gmail.com APN: 412-551-14 SHEET SIZE SHEET NAME 5628 BALDWIN AVE. TEMPLE CITY, CA 91780 PHONE NO.:626-353-4787 LICENSE TYPE: B, C-46 ; LICENSE #: 1007552 info@brightspotsolar.com REVISIONS REVDATE DESCRIPTION SHEET NUMBER PV 1.1 ANSI B 11" X 17" R04/13/2023 DRAFT REVIEW SYSTEM SIZE: 2.160 kW DC 1.740 kW AC MODULE TYPE & AMOUNT: (6) LONGI SOLAR LR4-60-HPB-360M MODULE DIMENSIONS: (L/W/H) 69.9"/41.41"/1.38" INVERTER: (6) ENPHASE ENERGY IQ8PLUS-72-2-US [240V][SI1-SB] PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS: SYSTEM LEGENDS: EXISITNG EXTERIOR MAIN SERVICE PANEL AND POINT OF INTERCONNECTION (6) LONGI SOLAR LR4-60-HPB-360M WITH ENPHASE ENERGY IQ8PLUS-72-2-US [240V][SI1-SB] MICROINVERTERS MOUNTED UNDER EACH MODULE. NEW ROOFTOP JUNCTION BOXJB FIRE SETBACKS (18" MIN. / 36" MAX) ROOFTOP CONDUIT RUN ROOF OBSTRUCTIONS SYSTEM SIZE: 2.160 kW DC 1.740 kW AC MODULE TYPE & AMOUNT: (6) LONGI SOLAR LR4-60-HPB-360M MODULE DIMENSIONS: (L/W/H) 69.9"/41.41"/1.38" INVERTER: (6) ENPHASE ENERGY IQ8PLUS-72-2-US [240V][SI1-SB] PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS: ROOF ACCESS POINT ROOF ACCESS POINT PER CRC 324.6 SHALL NOT BE LOCATED IN AREAS THAT REQUIRE THE PLACEMENT OF GROUND LADDERS OVER OPENINGS SUCH AS WINDOWS OR DOORS, AND LOCATED AT STRONG POINTS OF BUILDING CONSTRUCTION IN LOCATIONS WHERE THE ACCESS POINT DOES NOT CONFLICT WITH OVERHEAD OBSTRUCTIONS SUCH AS TREE LIMBS, WIRES OR SIGNS. CIRCUIT(S) CIRCUIT #2 - ---- MODULES CIRCUIT #1 - 6 MODULES SITE PLAN MP SCALE: 1/8" = 1'-0" 1 SITE PLAN PV 1.1 CB NEW IQ COMBINER BOX X2-IQ-AM1-240-4 [CRD-PCS NEM] W/ IQ ENVOY MONITORING, 1-PHASE,240V SE EXISTING UTILITY METER AND SERVICE ENTRANCE SECTION ARRAY DETAILS: MODULE - 4 SLOPE - 18° AZIMUTH - 270° MATERIAL - CONCRETE W-TILE TRUSS SIZE & SPACING - 2"X4" @ 24" O.C. AR-01 MODULE - 2 SLOPE - 18° AZIMUTH - 180° MATERIAL - CONCRETE W-TILE TRUSS SIZE & SPACING - 2"X4" @ 24" O.C. AR-02 MP SE CB EXISTING PHOTOVOLTAIC ARRAY (9) SUNPOWER SPR-X21-350-BLK-E-AC 08-15-23 2004 W Picasso - 2018062008/29/23 N 1 3 ' - 4 " 3' - 5 " 1 ' - 1 1 " 1 0 ' - 6 " 12'-9"5'-10" 8'-8" 7'-0" 6' - 2 " 5' - 1 0 " AR - 0 1 AR-02 NEW PV ATTACHMENTS AT 4'-0" O.C. JB JB DEAN TRAN RESIDENCE 2004 PICASSO, SANTA ANA, CA 92704 PHONE: 714-606-3502 EMAIL: jamesdeanofmath@gmail.com APN: 412-551-14 SHEET SIZE SHEET NAME 5628 BALDWIN AVE. TEMPLE CITY, CA 91780 PHONE NO.:626-353-4787 LICENSE TYPE: B, C-46 ; LICENSE #: 1007552 info@brightspotsolar.com REVISIONS REVDATE DESCRIPTION SHEET NUMBER PV 1.2 ANSI B 11" X 17" R04/13/2023 DRAFT REVIEW SYSTEM SIZE: 2.160 kW DC 1.740 kW AC MODULE TYPE & AMOUNT: (6) LONGI SOLAR LR4-60-HPB-360M MODULE DIMENSIONS: (L/W/H) 69.9"/41.41"/1.38" INVERTER: (6) ENPHASE ENERGY IQ8PLUS-72-2-US [240V][SI1-SB] PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS: SYSTEM SIZE: 2.160 kW DC 1.740 kW AC MODULE TYPE & AMOUNT: (6) LONGI SOLAR LR4-60-HPB-360M MODULE DIMENSIONS: (L/W/H) 69.9"/41.41"/1.38" INVERTER: (6) ENPHASE ENERGY IQ8PLUS-72-2-US [240V][SI1-SB] PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS: NEW ROOFTOP JUNCTION BOXJB FIRE SETBACKS (18" MIN. / 36" MAX) ROOFTOP CONDUIT RUN ATTIC CONDUIT RUN ROOF OBSTRUCTIONS SYSTEM LEGENDS: ATTACHMENT POINTS TRUSS RACKING SYSTEM ROOF PLAN SCALE: 1/8" = 1'-0" 1 ROOF PLAN PV 1.2 ROOF ACCESS POINT PER CRC 324.6 ROOF ACCESS POINT PER CRC 324.6 MODULE, ARRAY WEIGHT (LOAD CALC'S) Number of Modules 6 Module Weight 44.09 LBS Total Module (Array) Weight 264.54 LBS Number of Attachment point 14 Mounting System Weight (Per Module)1.5 LBS Mounting System Weight 21.00 LBS Total System Weight (Module Weight + Mounting System Weight)285.54 LBS Weight at Each Attachment Point (Array Weight / Number of Attachment Point)18.90 LBS Module Area (69.9"x41.41")20.10 SqFt Total Array Area 120.61 SqFt Distributed Load (Total System Weight / Total Array Area)2.19 Per SqFt Total Roof Area 2294.92 SqFt Total Percentage of Roof Covered Total Array Area / Total Roof Area)*100 5.26% ARRAY DETAILS: MODULE - 4 SLOPE - 18° AZIMUTH - 270° MATERIAL - CONCRETE W-TILE TRUSS SIZE & SPACING - 2"X4" @ 24" O.C. AR-01 MODULE - 2 SLOPE - 18° AZIMUTH - 180° MATERIAL - CONCRETE W-TILE TRUSS SIZE & SPACING - 2"X4" @ 24" O.C. AR-02 ROOF ACCESS POINT PER CRC 324.6 ROOF ACCESS POINT PER CRC 324.6 2004 W Picasso - 2018062008/29/23 RO O F S L O P E 1 TY P I C A L R A C K M O U N T SO L A R M O D U L E 1 3 ± 3 - 1 / 2 " 1 3 ± 3 - 1 / 2 " L = 72" O.C. MAX1/3*L MAX. TYP. 1/3*L MAX. TYP. END MOUNTING CLIP, TYP. MID. MOUNTING CLIP, TYP. CONT. ALUM. RAIL DEAN TRAN RESIDENCE 2004 PICASSO, SANTA ANA, CA 92704 PHONE: 714-606-3502 EMAIL: jamesdeanofmath@gmail.com APN: 412-551-14 SHEET SIZE SHEET NAME 5628 BALDWIN AVE. TEMPLE CITY, CA 91780 PHONE NO.:626-353-4787 LICENSE TYPE: B, C-46 ; LICENSE #: 1007552 info@brightspotsolar.com REVISIONS REVDATE DESCRIPTION SHEET NUMBER S 1.1 ANSI B 11" X 17" R04/13/2023 DRAFT REVIEW SYSTEM SIZE: 2.160 kW DC 1.740 kW AC MODULE TYPE & AMOUNT: (6) LONGI SOLAR LR4-60-HPB-360M MODULE DIMENSIONS: (L/W/H) 69.9"/41.41"/1.38" INVERTER: (6) ENPHASE ENERGY IQ8PLUS-72-2-US [240V][SI1-SB] PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS:PHOTOVOLTAIC SYSTEM SPECIFICATIONS: MOUNT DETAILS GENERAL STRUCTURAL NOTES: THE SOLAR PANELS ARE TO BE MOUNTED TO THE ROOF FRAMING USING THE SWH SOLAR MOUNT RACKING SYSTEM WITH SWH SOLAR MOUNT FLASHED ROOF HOOK ATTACHMENTS. THE MOUNTING FEET ARE TO BE SPACED AS SHOWN IN THE DETAILS, AND MUST BE STAGGERED TO ADJACENT FRAMING MEMBERS TO SPREAD OUT THE ADDITIONAL LOAD. 1. UNLESS NOTED OTHERWISE, MOUNTING ANCHORS SHALL BE 5/16" LAG SCREWS WITH A MINIMUM OF 2-1/2" PENETRATION INTO ROOF FRAMING. 2. THE PROPOSED PV SYSTEM ADDS 2.6 PSF TO THE ROOF FRAMING SYSTEM. 3. ROOF LIVE LOAD = 20 PSF TYPICAL, 0 PSF UNDER NEW PV SYSTEM. 4. GROUND SNOW LOAD = 0 PSF 5. WIND SPEED = 110 MPH 6. EXPOSURE CATEGORY = C 7. RISK CATEGORY = II PV MODULE (E) CONCRETE W-TILE END/MID CLAMP PV MODULES SWH SOLAR MOUNT RAIL FLASHING 2"X4" TRUSS @ 24" OC 5/16"x4.75" SS LAG BOLT WITH MIN 2-1/2" THREAD EMBEDMENT, SEALED PENETRATION 2"X4" TRUSS @ 24" OC SEE (2/S 1.1) FOR ENLARGED VIEW SWH SOLAR MOUNT ROOF HOOK NOTE: - CONTRACTOR/INSTALLER TO VERIFY COMPATIBILITY OF ANY BRANDS OR PRODUCTS SUBSTITUTED OR USED AS ALTERNATES WITHIN ANY BRAND-SPECIFIC SYSTEMS. CONTRACTOR SHALL SUPPLY AND PRESENT CERTIFICATES OF COMPATIBILITY TO THE BUILDING OFFICIAL UPON INSPECTION.SCALE: NTS 2 ATTACHMENT DETAIL ENLARGED VIEW S 1.1 SCALE: NTS 1 ATTACHMENT DETAIL (SIDE VIEW) S 1.1 2004 W Picasso - 2018062008/29/23