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20240129 231 Broadway Solar Panels Application
Revised 01/2021 APPLICATION FOR: ARCHITECTURAL / HISTORIC REVIEW APPLICANT(S)* OWNER(S) (If not applicant) ATTORNEY/AGENT Name Address Phone / / / Email Identify primary contact person: Applicant Owner Attorney/Agent * An applicant must be the property owner, lessee, or one with an option to lease or purchase the property in question. Applicant’s interest in premises: Owner Lessee Under option to lease or purchase PROPERTY INFORMATION Property Address/Location: Tax Parcel #: . - - (for example: 165.52 – 4 – 37 ) Current Zoning District: Property use: Residential Non-residential/mixed-use Type of Review: Architectural Historic Extension/modification (of current approval) Summary description of proposed action: Has a previous application been filed with the DRC for this property? No Yes – date(s)? _____________________ -App. No.(s)? _________________ Date Acquired by Owner: _________________ **HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED** CITY OF SARATOGA SPRINGS DESIGN REVIEW COMMISSION CITY HALL - 474 BROADWAY SARATOGA SPRINGS, NEW YORK 12866-2296 TEL: 518-587-3550 X2533 www.saratoga-springs.org [FOR OFFICE USE] _______________ (Application #) ____________ (Date received) __________________________ (Project Title) Staff Review _______________ Installation of small scale roof mounted PV solar array. 21.6kW DC/ 17.3kW AC **A “complete” application consists of 1 hard copy (original) , and 1 electronic copy of application & ALL other materials as required below: New Construction / Additions Color photographs showing site/exterior details of existing structures and adjacent properties Site plan, drawn to scale, showing existing & proposed construction, property lines & dimensions, required & proposed setbacks & lot coverage, site features (fences, walks, trees, etc.); on no larger than 2’x3’ sheet – smaller preferred if legible Elevation drawings showing design of all sides of existing & proposed construction – label dimensions, colors, materials, lighting (fixture & lamp type, wattage), etc. - include compass bearing & scale; no larger than 2’x3’ sheet – smaller permitted if legible Floor plans for proposed structure; on sheet no larger than 2’x3’ – smaller permitted if legible Product literature, specifications and samples of proposed materials and colors Change in exterior building materials (windows, doors, roof, siding, etc.), or color (in non-residential districts only) Color photographs showing site/exterior details of existing structures and that illustrate affected features Elevation drawings showing all sides of existing & proposed construction – label dimensions, colors, materials, lighting (fixture & lamp type, wattage), etc. - include compass bearing & scale; no larger than 2’x3’ sheet – smaller permitted if legible Product literature, specifications and samples of proposed materials and colors Within front yard setbacks in Historic Districts only (Front setbacks: UR-1 & INST-HTR=30’; UR-4=25’; UR-2, UR-3 & NCUD-1=10’) -Installation, removal or change in material of drive- and walkways -Installation or removal of architectural, sculptural or vegetative screening over 3’ in height -Installation of accessory utility structures or radio/satellite transmission/reception devices (more than 2’ diameter) For any of above: Color photographs showing site/exterior details of existing structures, and of adjacent properties Site plan showing existing & proposed construction: include property lines & dimensions, required & proposed setbacks & lot coverage, site features (fences, walks, trees, etc.) street names, compass bearing & scale; no larger than 2’x3’ sheet – smaller preferred if legible Product literature, specifications and samples of proposed materials and colors Signage / Awnings Color photographs showing site/exterior details of existing structures, and adjacent properties Plan showing location of proposed sign/awning structure on building/premises: no larger than 11”x17” Scaled illustration of proposed sign/awning structure and lettering (front view & profile): include all dimensions of structure; type, dimensions and style of lettering or logo; description of colors, materials, mounting method and hardware Descriptions, specifications of proposed lighting including fixture & lamp type, wattage, mounting method, and location Product literature, specifications and samples of proposed materials and colors Demolition Color photographs showing site/exterior details of existing structures, and of adjacent properties Site plan showing existing and any proposed structures - include dimensions, setbacks, street names, compass bearing, and scale Written description of reasons for demolition and, in addition: For structures of “architectural/historical significance”, demonstrate “good cause” why structure cannot be preserved For structures in an architectural district that might be eligible for listing on National Register of Historic Places, or for a “contributing” structure in a National Register district (contact City staff), provide plans for site development following demolition - include a timetable and letter of credit for project completion Telecommunication facilities Color photographs showing site/existing structures, and of adjacent properties Site plan showing existing and proposed structures: include dimensions, setbacks, street names, compass bearing, and scale Scaled illustration of proposed structures: include all dimensions; colors, materials, lighting, mounting details Consult Article 240-12.22 of the City’s Zoning Ordinance and City staff to ensure compliance with requirements for visual impact assessment and existing and proposed vegetative screening Revised 01/2021 Revised 01/2021 Request for extension of current approval Identify date of original DRC approval: ______________Current expiration date: ________________ Org. App. No. ____________ Describe why this extension is necessary and whether any significant changes have occurred either on the site or in the neighborhood. SEQR Environmental Assessment Form Applicants proposing the following must complete “Part I” of the SEQR Short Environmental Assessment Form (available here: http://www.dec.ny.gov/docs/permits_ej_operations_pdf/seafpartone.pdf): -Construction or expansion of a multi-family residential structure (4 units +) -Construction or expansion (exceeding 4,000 sq. ft. gross floor area) of a principal or accessory non-residential structure -Telecommunications facility, radio antennae, satellite dishes -Demolition Disclosure Does any City officer, employee or family member thereof have a financial interest (as defined by General Municipal Law Section 809) in this application? No Yes - If yes, a statement disclosing the name, residence, nature, and extent of this interest must be filed with this application. Certification I/we, the property owner(s), or purchaser(s)/lessee(s) under contract, of the land in question, hereby request an appearance before the Design Review Commission. By the signature(s) attached hereto, I/we certify that the information provided within this application and accompanying documentation is, to the best of my/our knowledge, true and accurate. I/we further understand that intentionally providing false or misleading information is grounds for immediate denial of this application. I/we hereby authorize the members of the Design Review Commission and designated City staff to enter the property associated with this application for purposes of conducting any necessary site inspections relating to this application. Furthermore, I/we agree to meet all requirements under Article VII for Historic Review or Article VIII for Architectural Review of the Zoning Code of the City of Saratoga Springs. Date: (applicant signature) Date: (applicant signature) If applicant is not the currently the owner of the property, the current owner must also sign. Owner Signature: Date: Owner Signature: Date: Revised 01/2021 INSTRUCTIONS ARCHITECTURAL / HISTORIC REVIEW APPLICATION 1.ELIGIBILITY: An applicant to the Design Review Commission for Architectural Review or Historic Review must be the property owner(s) or lessee, or have an option to lease or purchase the property in question. 2.COMPLETE SUBMISSIONS: Applicants are encouraged to work with City staff to ensure that an application is complete. The DRC will only consider properly completed applications that contain 1 original and 1 digital version of the application and ALL other required materials as indicated on the application. HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED!! 3.ACTIONS REQUIRING REVIEW: Architectural Review District Historic Review District •any exterior changes that require a building permit •any change in exterior building materials •a new, or change to an existing, sign or sign structure •demolition of a structure Within a non-residential zoning district: •a change in exterior building color •installation of an awning •Installation or exterior change to a structure requiring a building or demolition permit •any material change to exterior of a structure including: -addition or removal of exterior architectural features -installation, removal or material changes to exterior building elements such as roof, siding, windows, doors, porches, etc. -enclosure or screening or buildings openings such as windows, doors, porches, etc. -installation of utility, mechanical or misc. accessory structures to the exterior of a building such as HVAC equipment, solar panels, wind turbines, radio/satellite transmission/reception devices, etc. Within a front yard setback: -installation, removal or material changes to drive- or walkways -installation or removal of architectural, sculptural or vegetative screening that exceeds 3’ in height -installation of accessory utility structures or radio/satellite transmission/reception devices over 2’ in diameter •a change in exterior building color within a non- residential zoning district •a new, or change to an existing, sign or awning •installation of telecommunications facilities Note – Ordinary maintenance or repair that does not involve a change in material, design or outer appearance is exempt from Historic or Architectural Review. CITY OF SARATOGA SPRINGS DESIGN REVIEW COMMISSION City Hall - 474 Broadway Saratoga Springs, New York 12866 Tel: 518-587-3550 x2533 www.saratoga-springs.org 4.DESIGN GUIDELINES: The Design Review Commission will evaluate whether the proposed action (construction, alteration or demolition) is compatible with existing structures and surrounding properties using the following criteria: •Height – consistent with historic form and context of site and surrounding properties •Scale – relationship of structure and its architectural elements to human size, form, perception •Proportion – relationship among building elements including front façade, windows, and doors •Rhythm – pattern resulting from repeating building elements such as door/window openings, columns, arches, and other façade elements •Directional Expression – compatibility with horizontal & vertical expression of surrounding structures •Massing & Open Space – relationship of structure to open space between it and adjoining buildings •Setback – compatibility with surrounding structures •Compatibility of the following with surrounding structures/properties: -Major building elements (storefronts, doors, windows, roof) -Building materials -Color – (in non-residential zoning districts only) 5.DECISIONS: The Design Review Commission may approve, approve with conditions, or disapprove an application. The DRC may impose appropriate conditions and safeguards in connection with its approval including nature/quality of materials, manner of construction, and design. An applicant may appeal a denied DRC application on the grounds of hardship. Application approvals shall expire within 18 months of the filing date unless the project has sufficiently commenced (i.e. building/demolition permits obtained and construction/alteration begun). Applicants may request up to 2 extensions if requested before expiration date of prior approval. 6.AGENDA DATE: Check City’s website (www.saratoga-springs.org) for meeting dates. Applications are placed on an agenda on first-come, first-served basis as determined by the completeness of the application. 7.APPLICATION FEE (NON-REFUNDABLE): Make checks payable to the "Commissioner of Finance”. REFER TO THE CURRENT FEE WORKSHEET INCLUDED IN THIS DOCUMENT. ADDITIONAL INFORMATION: More detailed information on Architectural Review, Historic Review and the Design Review Commission responsibilities may be found in the City’s Zoning Ordinance available in City Hall and on the City’s web site at http://www.saratoga-springs.org/544/Zoning-Ordinance. Revised 01/2021 Application to City Council FEE Comprehensive Plan amendment $1,800 + $300/acre Zoning Ordinance amendment $800 + $300/acre Planned Unit Development (PUD) amendment $800 + $300/acre Application to Zoning Board of Appeals Use Variance $1,400 + $50/app Area Variance - Residential $350/1st var +$50/app +$150/ea add variance Area Variance - Non-residential $1000/1st var + $50/app+ $200/ ea add variance Interpretations $650 + $50/app Application Fee x 2 + $50/app Variance extensions 50% of Application fee + $50/app Application to Design Review Commission Demolition $500 Residential Structures Principal $70 Accessory $70 Extension $35 Modification $55 Multi-Family, Comm, Mixed-Use Structures Sketch $200 Principal $650 Extension $250 Modification $400 Multi-Family, Comm, Mixed-Use Accessory, Signs, Awnings Principal $150 Extension $100 Modification $150 Application Fee x 2 Application to Planning Board Special Use Permit $1200 + $50/app Temporary Use Permit $500 Special Use Permit - extension $400 Special Use Permit - modification $550 + $50/app Site Plan Review - incl. PUD: Sketch Plan $400 per sketch Site Plan Full Residential $400 + $250/unit Non-residential $800 + $150/1000 sf Administrative SPR Residential $400 Non-residential $800 Extension Residential $250 Non-residential $350 Subdivision - incl. PUD: Sketch Plan $400 per sketch Preliminary Approval Residential: 1-5 lots $700 + $50/app Residential: 6-10 lots $1100 + $50/app Residential: 11-20 lots $1450 + $50/app Residential: 21+ lots $1800 + $50/app Residential - extension $350 Final Approval Residential $1,550 + $200/lot + $50/app Non- Residential $2,400/lot + $50/app Final Approval Modification Residential $400 + $50/app Non- Residential $800 + $50/app Final Approval Extension Residential $250 Non- Residential $350 Other: Lot Line Adjustment/Subdivision Administrative Action$400 Letter of Credit - modification or extension $400 Letter of Credit - collection up to 1% of LoC Recreation Fee $2000/lot or unit Land Disturbance $750 + $35/acre Watercourse/Wetland Permit $750 SEQRA EIS Review (Draft & Final) TBD Post Work Application Fee Post Work Application Fee OFFICE OF PLANNING AND ECONOMIC DEVELOPMENT FEES - 2023 City of Saratoga Springs OPED Fees Page 1 of 1 5 Page 1 of 3 Short Environmental Assessment Form Part 1 - Project Information Instructions for Completing Part 1 – Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 – Project and Sponsor Information Name of Action or Project: Project Location (describe, and attach a location map): Brief Description of Proposed Action: Name of Applicant or Sponsor: Telephone: E-Mail: Address: City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2. NO YES 2.Does the proposed action require a permit, approval or funding from any other government Agency? If Yes, list agency(s) name and permit or approval:NO YES 3.a. Total acreage of the site of the proposed action? __________ acres b. Total acreage to be physically disturbed? __________ acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? __________ acres 4.Check all land uses that occur on, are adjoining or near the proposed action: Rural (non-agriculture) Industrial Commercial Residential (suburban) Aquatic Other(Specify):Agriculture □ Urban □ Forest SEAF 2019 Parkland Page 2 of 3 5.Is the proposed action, a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? NO YES N/A 6.Is the proposed action consistent with the predominant character of the existing built or natural landscape?NO YES 7.Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? If Yes, identify: ________________________________________________________________________________ NO YES 8.a. Will the proposed action result in a substantial increase in traffic above present levels? b.Are public transportation services available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed action? NO YES 9.Does the proposed action meet or exceed the state energy code requirements? If the proposed action will exceed requirements, describe design features and technologies: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 10.Will the proposed action connect to an existing public/private water supply? If No, describe method for providing potable water: _________________________________________ _____________________________________________________________________________________________ NO YES 11.Will the proposed action connect to existing wastewater utilities? If No, describe method for providing wastewater treatment: ______________________________________ _____________________________________________________________________________________________ NO YES archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? NO YES 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain wetlands or other waterbodies regulated by a federal, state or local agency? b.Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: _____________________ _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 12.a. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district which is listed on the National or State Register of Historic Places, or that has been determined by the Commissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for Page 3 of 3 14.Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply: □Shoreline □ Forest Agricultural/grasslands Early mid-successional Wetland □ Urban Suburban 15.Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or Federal government as threatened or endangered?NO YES 16.Is the project site located in the 100-year flood plan?NO YES 17.Will the proposed action create storm water discharge, either from point or non-point sources? If Yes, a.Will storm water discharges flow to adjacent properties? b.Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? If Yes, briefly describe: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 18.Does the proposed action include construction or other activities that would result in the impoundment of water or other liquids (e.g., retention pond, waste lagoon, dam)? If Yes, explain the purpose and size of the impoundment:______________________________________________ ____________________________________________________________________________________________ _ NO YES 19.Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste management facility? If Yes, describe: _______________________________________________________________________________ _____________________________________________________________________________________________ NO YES 20.Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or completed) for hazardous waste? If Yes, describe: _______________________________________________________________________________ _____________________________________________________________________________________________ NO YES I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Date: _____________________ Applicant/sponsor/name: ____________________________________________________ __________________________ Signature: _____________________________________________________Title:__________________________________ Page of 1 2 Report Created: 02/23/2024 Site AssessmentDavid RichardSaratoga Springs, NYThe Inn at Saratoga - Commercial Project Front Elevation/ Property Right Elevation/ Property Right Elevation/ Property Left Elevation/ Property Property Page of 2 2 Report Created: 02/23/2024 Rear Elevation/ Property Re: Job # 2023-11771: The Inn at Saratoga If you have any questions on the above, please feel free to call. Prepared By: PZSE, Inc. - Structural Engineers Roseville, CA The following calculations are for the Structural Engineering Design of the Photovoltaic Panels located at 231 Broadway, Saratoga Springs, NY 12831. PZSE has reviewed the Solar Photovoltaic plans provided by PlugPV LLC. After review, PZSE certifies that the structure is adequate to support the proposed Solar Photovoltaic system. PlugPV LLC TEL: (518) 384-5040 Troy, NY 12182 630 7th Avenue October 31, 2023 Attn.: Logan Pritchard, 231 BROADWAY SARATOGA SPRINGS, NY 12831 Project: The Inn at Saratoga -- Job #: 2023-11771 Date: 10/31/2023 Engineer: BV TABLE OF CONTENTS PAGE Project Loading Criteria 3 Snow Load Calculation 5 Seismic Load Calculation 6 Wind Load Calculation 7 Roof Loading Table 9 Beam Calculation 10 Existing Building Lateral Check 11 DESIGN CRITERIA BUILDING CODE: 2018 IBC/IRC/IEBC w/ 2020 BCNYS ASCE 7 VERSION: ASCE 7-16 OCCUPANCY CATEGORY = II IMPORTANCE FACTOR = See individual Calculations WIND SPEED =109 EXPOSURE CATEGORY =B SEISMIC DESIGN CATEGORY =B A jobsite observation of the condition of the existing framing system was performed by an audit team from PlugPV LLC. All attached structural calculations are based on these observations and the design criteria listed below. Page 2 of 11 Project: The Inn at Saratoga -- Job #: 2023-11771 Date: 10/31/2023 Engineer: BV Building name:The Inn at Saratoga Governing code:Type of system:Flush-Mount PV Array Description Variable Value Unit Building Width (E/W)B =135 ft Building Length (N/S)L =40 ft Roof Pitch:6 in 12 θ =26.6 degrees Eave height he =30 ft Eave overhang OH =2 ft Parapet Height hp =0 ft Ridge height h =40 ft Roof Dead Load 17.00 psf (See Attached Calculation) 20.0 psf Note: Due to operational constraints of the PV system, Live Loads shall not be placed on the panels. Ground Snow Load pg =50 psf Flat Roof Minimum Snow Override PfMin =psf (leave blank if not used) Sloped Roof Minimum Snow Override PsMin =psf (leave blank if not used) Risk Category II Table 1.5-1 Wind Loading Parameters: Exposure Category B Basic Wind Speed V =109 mph Site Elevation 318 feet (Zero is conservative) Topographic Factor Kzt =1.00 26.8 (Figure 26.8-1) Enclosure Classification = Enclosed Seismic Loading Parameters: Mapped Short-Period Acceleration Parameter SS =0.213 g Mapped Long-Period Acceleration Parameter S1 =0.064 g Mapped Long-Period Transition Parameter TL =6 s Site Classification Default 11.4.2 PV PROJECT DIMENSIONS & LOADING CRITERIA ASCE 7-16 Building Characteristics: Roof Live Load Wind and Seismic Inputs: Snow Loading Inputs: Page 3 of 11 Project: The Inn at Saratoga -- Job #: 2023-11771 Date: 10/31/2023 Engineer: BV Building name:The Inn at Saratoga Governing code:Type of system:Flush-Mount PV Array Description Variable Value Unit PV PROJECT DIMENSIONS & LOADING CRITERIA ASCE 7-16 Total number of PV panels 45 panels Panel Tilt (0° tilt indicates flush-mounted system): 0 degrees PV Panel Width (x)41.1 inches PV Panel length (y)87.2 inches Roof Area Covered by PV Array 1150.2 Sq. Ft. PV Panel Individual Weight 58.4 lbs Individual Panel Distributed Weight 2.35 psf Mounting System Weight 0.47 psf (estimated 20% of panel weight) Roof Pitch Adjustment 0.33 psf PV Array Dead Load PV Array Dead Load 3.15 psf Max tributory width to anchorage (x)4.00 ft Max anchorage spacing along rafter (y)3.63 ft Max tributory area to anchorage 14.52 Sq. ft Dead Load, D =45.8 lbs at each connection to roof Attached PV Array Configuration: Page 4 of 11 Project: The Inn at Saratoga -- Job #: 2023-11771 Date: 10/31/2023 Engineer: BV Description Variable Value Unit Ground Snow Load, Pg 50 psf Risk Category II Terrain Category B Exposure of Roof Snow Exposure Factor, Ce 1.0 (7.3.1, Table 7.3-1) Temperature of roof Snow Thermal Factor, Ct 1.0 (7.3.1, Table 7.3-2) Snow Importance Factor, I 1.0 (7.3.3, Table 1.5-2) Depth of Ground Snow, hg 2.4 ft (7.2) Pf = 0.7 x Ce x Ct x I x pg =35.0 psf (7.3-1) Note: Where Pf exceeds 30 psf, 20% shall be combined with seismic loads (IBC 1605.3.1.2). Roof Pitch:6 in 12 Θ =26.6 degrees Unobstructed roof surface with sufficient space below eaves to accept all the sliding snow?Yes (7.4) Slippery roof surface (metal, slate, glass, bituminous, rubber and plastic)?Yes (7.4) Roof Slope Factor, Cs 0.668 Cs determined using dashed line of Fig 7.4-1(a) Therefore, Ps = Cs x Pf =23.4 psf (7.4-1) Partially Exposed All Structures except as indicated in Table 7-3 SNOW LOADING per ASCE 7-16 Flat Roof Snow Load, Pf Sloped Roof Snow Load for Hip & Gable Roofs, Ps Page 5 of 11 Project: The Inn at Saratoga -- Job #: 2023-11771 Date: 10/31/2023 Engineer: BV Description Variable Value Unit ASCE 7-16 Occupancy Category II Table 1.5-1 Importance Factor Ip = 1.0 13.1.3 Component Amplification Factor ap =1 Table 13.6-1 Component Response Factor Rp =1.5 Table 13.6-1 Array Attachment Height above Ground z =40.0 ft Mapped Acceleration Parameter Ss = 0.213 g 11.4.2 and USGS maps Mapped Acceleration Parameter S1 = 0.064 g 11.4.2 and USGS maps Site Classification Default 11.4.3 Site Coefficient Fa = 1.600 11.4.4 (Table 11.4-1) Site Coefficient Fv = 2.400 11.4.4 (Table 11.4-2) Adjusted Max Spectral Response Sms = 0.341 g 11.4.4 Adjusted Max Spectral Response Sm1 = 0.154 g 11.4.4 Design Spectral Acceleration Parameter Sds =0.227 g 11.4.5 Design Spectral Acceleration Parameter Sd1 =0.102 g 11.4.5 Short Period Seismic Design Category, 0.2 sec =B Table 11.6-1 Long Period Seismic Design Category, 1.0 sec =B Table 11.6-2 Seismic Design Category, S1 > 0.75 =N/A 11.6 Controlling Seismic Design Category B Fp = 0.4 ap(Sds)Wp[1 +2(z/h)]/ (Rp/Ip) 0.18 *Wp Equation 13.3-1 Fp max = 1.6 Sds(Ip)Wp 0.36 *Wp Equation 13.3-2 Fp min = 0.3 Sds(Ip)Wp 0.07 *Wp Equation 13.3-3 Horizontal Seismic Load on Array: 0.18 *Wp Vertical seismic force, .2*SDS*Wp: 0.05 *Wp Seismic Load on Array 0.18 *Wp Dead Load Tributary to Rail Wp = 28.41 plf 20% of snow is included Lateral Seismic Demand on Rail Fp = 5.0 plf Vertical seismic force .2*SDS*Wp 0.05 *Wp Vertical Seismic Demand on Rail Fp = 1.3 plf Seismic Load on Array 0.18 *Wp Maximum Dead Load per Standoff Wp = 113.72 lb 20% of snow is included Seismic Demand at Standoff Fp = 21.0 lb The Inn at Saratoga - PV SYSTEM SEISMIC ANALYSIS per ASCE 7-16 Seismic Demand On Nonstructural Components (PV Array) Seismic Demand at Standoff Seismic Demand on PV Rail Page 6 of 11 Project: The Inn at Saratoga -- Job #: 2023-11771 Date: 10/31/2023 Engineer: BV Variable Value Unit Wind Speed V =109 mph Exposure Category B Roof Shape Gable Roof Slope θ =26.6 degrees Mean Roof Height h =35.00 ft Building Least Width b =40 ft Effective Wind Area A =14.52 sq. ft Corner/Edge Zone width a =4 ft Pressure Equalization Factor γa =0.74 (Fig. 29.4-8) Panel to Building Edge d1 =17.5 (Fig. 29.4-7) Controlling C&C wind zone:Zone 3 qh = 0.00256 * Kz * Kzt * Kd * Ke * V^2 (Eq. 26.10-1) Adjustment Factor for height and Exposure Category:Kz =0.732 (Table 26.10-1) Topographic Factor (assumed to be 1 for level ground):Kzt =1.000 (Fig. 26.8-1) Directionality Factor:Kd =0.850 (Table 26.6-1) Design Wind Speed V = 109 mph (Fig. 26.5-1A) Risk Category II (Table 1.5-1) Ground Elevation Factor (ASCE 7-16 only)Ke =0.99 (Table 26.9-1) qh = 18.71 psf Zone 1 Zone 2 Zone 3 O'hang N/A Minimum Downward GCp (Fig. 30.4-1) =-1.50 -2.32 -2.68 N/A --0.50 Uplift Pressure =-20.77 psf -32.14 psf -37.13 psf N/A -16.0 psf 9.31 psf Uplift Edge Pressure=-31.15 psf -48.21 psf -55.69 psf N/A X Standoff Spacing =4.00 4.00 4.00 4.00 4.00 4.00 X Standoff Spacing Edge =4.00 4.00 4.00 4.00 Y Standoff Spacing =3.63 3.63 3.63 3.63 3.63 3.63 Tributary Area =14.52 14.52 14.52 14.52 14.52 Tributary Area Edge=14.52 14.52 14.52 Attachment Uplift =-302 lb -467 lb -539 lb N/A -232 lb 135 lb Attachment Uplift Edge=-452 lb -700 lb -809 lb N/A Dead load at Attachment =46 lb 46 lb 46 lb N/A 46 lb 46 lb Dead Load at Attachment Edge=46 lb 46 lb 46 lb N/A Zone 1 Zone 2 Zone 3 O'hang Minimum Downward Design Uplift 154 lb 253 lb 297 lb 112 lb 127 lb Design Uplift (exposed)244 lb 393 lb 458 lb N/A Governing Design Uplift 458 lb (Load Combination: 0.6*D + 0.6*W) Manufacturer's Uplift Capacity =700 lb 700 lb capacity > 458 lb demand Therefore, OK Panel width tributary to Rail =3.63 ft Zone 3 Uplift Load =202.1 plf Downward Load =33.8 plf Design Wind Pressure Calculations -- P = qh*(G*Cp) Uplift Calculations for Hip & Gable Roofs The Inn at Saratoga - Components and Cladding - Per ASCE 7-16 Description L-Foot or Standoff Bracket Uplift Check PV Rail Design Loads Page 7 of 11 Project: The Inn at Saratoga -- Job #: 2023-11771 Date: 10/31/2023 Engineer: BV Variable Value Unit The Inn at Saratoga - Components and Cladding - Per ASCE 7-16 Description Lag Screw Diameter (inches):5/16 in Number of Fasteners =1 Minimum Threaded Embedment Depth (inches)=2.5 in Type of wood:SPF#2 Duration Factor (Wind or Seismic):1.6 NDS-2015 Table 2.3.2 Pullout Capacity (lbs per inch) =205 lb NDS-2015 Table 12.3.3 Fastener Capacity = 819 lb 819 lb capacity > 458 lb demand Therefore, OK Lateral Capacity (lbs per Fastener) = 250 lb NDS Table 12K Embedment Depth Reduction Factor 1 Fastener Capacity = 288 lb Lateral Demand = 172 lb 287.5 lb capacity > 172.4 lb demand Therefore, OK Lateral Capacity Check Note: Due to the geometry of the array and roof, wind loads are resisted solely by the fasteners in withdrawl. Therefore, only seismic forces, snow load and dead loads are considered for the fastener lateral capacity check. Wood Fastener Capacity Check Uplift Capacity Check Page 8 of 11 Project: The Inn at Saratoga -- Job #: 2023-11771 Date: 10/31/2023 Engineer: BV Description Variable Value Unit Roof Pitch:6 in 12 Θ =26.6 degrees 1.12 Rafter Span 8.0 feet Rafter Spacing 2.0 feet Roofing:4.50 psf Decking:2.28 psf Rafter or Top Chord:@ 24 " O.C.2.09 psf Miscellaneous:1.00 psf Roof Pitch Adjustment:1.16 psf Rafter Subtotal, Dr =11.0 psf Miscellaneous:1.00 psf Ceiling Joist or Bot. Chord:@ 16 " O.C.1.34 psf Ceiling Insulation:12 " Thick 0.48 psf Ceiling:2.20 psf Ceiling Subtotal, Dr =5.0 psf Roof Design Dead Load Round up?Dr =17.0 psf Roof Live Load Pitch reduction?Lr =20.0 psf Roof Snow Load Ps =23.4 psf Rafter Subtotal (Including Rafter Self-Weight)9.86 psf Roof Pitch Adjustment 1.16 psf Rafter Design Dead Load Round up?Dr =11.5 psf Ceiling Subtotal 5.02 psf Roof Pitch Adjustment 0.00 psf Ceiling Design Dead Load Round up?Dr =5.5 psf 4x6 ROOF LOADING -- The Inn at Saratoga Existing Roof: Pitch Adjustment Factor Roof Dead Loads: Asphalt Composition Tile 1/2" Plywood or OSB over spaced 1x4s Allowance for Miscellaneous Allowance for Miscellaneous 2x6 Fiberglass 1/2" Gypsum Board Yes No Member Design Subtotals: Yes Yes Page 9 of 11 Multiple Simple Beam LIC# : KW-06014352, Build:20.23.2.14 PAUL ZACHER STRUCTURAL ENGINEER, INC.(c) ENERCALC INC 1983-2022 Project File: The Inn at Saratoga.ec6 Project Title: Engineer: Project ID: Project Descr: RAFTERDescription : BEAM Size :4x6, Sawn, Fully Braced Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021, ASCE 7-16 Douglas Fir-Larch No.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0 575.0 31.210 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf RAFTER Applied Loads Unif Load: D = 0.01150, Lr = 0.020, S = 0.0350 k/ft, Trib= 2.0 ft Unif Load: D = 0.003150 k/ft, Trib= 2.0 ft .Design Summary Max fb/Fb Ratio =0.922 : 1 Max Reactions (k)HEWSLLr +D+SLoad Comb : Span # 1 Left Support D in 6.500 inft 46.94 psi Fb : Allowable :1,547.33 psi Right Support Fv : Allowable :Span # 1 Load Comb :+D+S 207.00 psi fb : Actual : Max fv/FvRatio =0.227 : 1 12.567 ft 1,426.54 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.582 in Transient Upward 0.000 in Total Downward 0.826 in Total Upward 0.000 in 0.19 0.26 0.460.19 0.26 0.46 Ratio 267 188Ratio LC: S Only LC: +D+S LC:LC: Page 10 of 11 Project: The Inn at Saratoga -- Job #: 2023-11771 Date: 10/31/2023 Engineer: BV Roof Length (N/S) Width (E/W)Area % Solid Weight (psf)Weight (lb) Existing Roof Dead Load 44 139 6116 100% 17.00 103972 Snow Load per IBC 2605.3.1 (2) 44 139 6116 100% 4.68 28608 Walls (Parallel to N/S)Length Height Area % Solid Weight (psf)Weight (lb) Exterior: Brick Veneer 80 5 400 50% 30 6000 Walls (Parallel to E/W)Length Height Area % Solid Weight (psf)Weight (lb) Exterior: Brick Veneer 270 5 1350 50% 30 20250 Weight of Existing Structure: 158830 lb Average PV Array Dead Load:3.15 psf For PZSE Inc. Internal Approx. Area of Attached PV System 1150 Sq. Ft.Use only Approx. Weight of PV System 3621 lb 132580 lb Weight of E/W Walls 20250 lb 10% of Existing Weight 15283 lb 3622 lb 2.37% 15283 lb > 3622 lb, Therefore OK 132580 lb Weight of N/S Walls 6000 lb 10% of Existing Weight 13858 lb 3622 lb 2.61% 13858 lb > 3622 lb, Therefore OK Per IEBC 402.4 & 403, ASCE 7-16 11b.4, and by inspection; the increase in the lateral demand/capacity ratio of the existing structure due to the installation of the PV system is less than 10%. Therefore, the existing structure may remain unaltered. Weight of Existing Structure 10% Check - Diaphragm (N/S Direction) Note: The wall height used for this analysis is equal to half of the top story height plus the parapet height. Weight of Proposed PV System 10% Check - Diaphragm (E/W Direction) Weight of Roof Diaphragm Approx. Weight of PV System Percent Increase The Inn at Saratoga Lateral Check (IEBC 402.4 & ASCE 7-16 11B.1): Percent Increase Weight of Roof Diaphragm Approx. Weight of PV System Page 11 of 11 PHOTOVOLTAIC SYSTEMAERIAL VIEWAPPLICABLE CODE PER LOCAL AUTHORITY HAVINGJURISDICTIONAPPLICABLE CODESINDEXGENERAL NOTESPV1 VICINITY MAPTHE INN AT SARATOGA : 231 BROADWAY, SARATOGA SPRINGS, NY 12831, USAN43.075903, -73.787339CONTRACTOR PLUGPV LLC 630 7TH AVE TROY, NY 12182 SYSTEM DC KW: 21.6 AC KW: 17.3 MODULES:45 THE INN AT SARATOGA 231 BROADWAY, SARATOGA SPRINGS, NY 12831, USA CONTRACTORS LICENSE: 82-0674758DATE09/14/2023DESIGNED BY:OPPCOVER PAGE2017 NATIONAL ELECTRICAL CODE2020 FIRE CODE OF NYS2020 RESIDENTIAL CODE OF NYS2020 BUILDING CODE OF NYSGENERAL NOTES:1. DRAWINGS ARE DIAGRAMMATIC ONLY. THE LOCATION AND ROUTING OF RACEWAYS SHALL BEDETERMINED BY THE CONTRACTOR UNLESS OTHERWISE NOTED OR STANDARDIZED.2. ALL EQUATIONS ACCOUNT FOR WORST CASE CONDITIONS.3. IF A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT, WIRE, EQUIPMENT DEVICES, OVER-CURRENTPROTECTION, GROUNDING SYSTEMS, ETC. (ALL EQUIPMENT AND MATERIALS) THE CONTRACTOR SHALLBE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL MATERIALS AND SERVICES REQUIRED BY THESTRICTEST CONDITIONS IN THE SPECIFICATIONS OR NOTED ON THE PLANS TO ENSURE COMPLETECOMPLIANCE WITH ALL CODES AND TO ENSURE THE LONGEVITY AND SAFETY OF THE OPERABLESYSTEM.4. ALL OUTDOOR EQUIPMENT SHALL BE MIN. NEMA 3R RATED.5. METAL CONDUIT AND ENCLOSURES SHALL BE USED WHERE PV SOURCE OR OUTPUT CIRCUITS ARERUN INSIDE A BUILDING.6. MODULES SHALL NOT BE PLACED OVER ANY PLUMBING VENTS AND AT LEAST 6" ABOVE FLUSH VENTS.7. THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH ANY AND ALL REQUIREMENTS GIVEN BY UTILITYCOMPANIES.8. FOR ADDITIONAL EQUIPMENT SPECIFICATIONS, SEE PROVIDED CUT SHEETS.9. ALL LABELS AND MARKINGS SHALL BE ATTACHED ACCORDING TO REQUIREMENTS BY NEC AND THELOCAL AHJ. THE AHJ MAY HAVE SPECIAL LABEL REQUIREMENTS BEYOND THE SCOPE OF THISDOCUMENT. THIS MAY ENCOMPASS LANGUAGE INCLUDING, BUT NOT LIMITED TO, THAT FOUND IN NECARTICLES 690.5 (C), 690.14 (C)(2), 690.17, 690.53,690.35(F), 690.54, 690.64(B)(7) and 705.10.10. ALL NEC REFERENCES SHALL BE DIRECTLY INTERCHANGEABLE WITH CEC REFERENCES.STRUCTURAL NOTES:1. MOUNTS ARE DIAGRAMMATIC AND EXACT LOCATION MAY CHANGE, BUT SHALL BE ACCURATELY SPACED.2. MOUNTS SHALL BE STAGGERED WHEN NECESSARY TO EVENLY DISTRIBUTE LOAD AMONGST RAFTERS.3. DO NOT SPLICE RAILS IN MIDDLE 50% OF SPAN BETWEEN TWO MOUNTS.ELECTRICAL NOTES:1. ALL EQUIPMENT IS LISTED FOR USE.2. MAXIMUM VOLTAGE DOES NOT EXCEED 600VDC.3. ANY EQUIPMENT OR ELECTRICAL MATERIALS USED FOR THIS INSTALLATION SHALL BE NEW ANDLISTED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY.4. AN INVERTER IN AN INTERACTIVE SOLAR PV SYSTEM SHALL AUTOMATICALLY DE-ENERGIZE ITSOUTPUT TO THE CONNECTED ELECTRICAL PRODUCTION AND DISTRIBUTION NETWORK UPON LOSSOF VOLTAGE IN THAT SYSTEM AND SHALL REMAIN IN THAT STATE UNTIL THE ELECTRICALPRODUCTION AND DISTRIBUTION NETWORK VOLTAGE HAS BEEN RESTORED.5. ALL PV ARRAYS SHALL BE EQUIPPED WITH DC GROUND FAULT PROTECTION.6. ANY AC COMPONENT SHALL MEET OR EXCEED THE AVAILABLE FAULT CURRENT CALCULATED ATTHAT COMPONENT.7. ALL MODULES AND ANY RELATED ROOF MOUNTED METALLIC EQUIPMENT SHALL BE PROPERLYGROUNDED.8. DC EQUIPMENT SHALL BE 600VDC RATED MINIMUM.9. MARKINGS SHALL BE PROVIDED TO INDICATE THAT ALL CONTACTS OF THE DISCONNECT EQUIPMENTMIGHT BE ENERGIZED.10. CONDUIT RUNS SHALL BE PROVIDED WITH SUFFICIENT WEATHERPROOF PULL BOXES OR JUNCTIONBOXES/COMBINER BOXES PER APPROPRIATE JURISDICTIONAL REQUIREMENTS.11. FOR ANY UNGROUNDED PV SYSTEM, A LABEL READING: "WARNING - ELECTRICAL SHOCK HAZARD.THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BEENERGIZED." SHALL BE PLACED AT EACH JUNCTION BOX, COMBINER BOX, DISCONNECT AND DEVICEWHERE ENERGIZED, UNGROUNDED CIRCUITS MAY BE EXPOSED DURING SERVICE.12. INVERTER(S) SHALL CONTAIN A GROUND FAULT DETECTION AND INTERRUPTION DEVICE.13. ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY CONTINUOUS.14. THE POINT OF CONNECTION COMPLIES WITH APPLICABLE CEC/NEC.15. BACKFED SOLAR BREAKER(S) SHALL BE INSTALLED AT THE OPPOSITE END OF THE CIRCUIT ORFURTHEST AWAY FROM THE MAIN BREAKER.16. ALL WIRE, VOLTAGES, AMPERAGES AND EQUIPMENT IS SIZED ACCORDING TO TEMPERATUREDERATING AND LOCATION.17. ONLY COPPER (CU) CONDUCTORS SHALL BE USED. CONDUCTORS SHALL BE STRANDED OR SOLIDWITH PROPERLY RATED CONNECTORS.18. DISCONNECT SHALL BE WIRED SO NO BLADES ARE ENERGIZED.19. ALL MODULES SHALL BE GROUNDED AS PER MANUFACTURER SPECIFICATIONS.20. ALL EQUIPMENT SHALL BE GROUNDED, INCLUDING BONDING JUMPERS WHERE NECESSARY ACROSSRAIL SPLICE PLATES TO BOND INDIVIDUAL PIECES OF RAIL.PV1PV2PV3PV5PV6 - 6.1PV7COVER PAGESITE PLANMOUNTING PLANMOUNTING DETAILSELECTRICAL DIAGRAMSMARKING & LABELS*ATTACHMENTSMANUFACTURER'S SPECIFICATIONSPV4STRUCTURAL ATTACHMENTSYSTEM SIZE:NAMEPLATE:EQUIPMENT:PV MODULES:ACCOMPONENT(S):SCOPE OF WORK:INSTALLATION OF A CODE COMPLIANT, UTILITY INTERACTIVEPHOTOVOLTAIC ELECTRIC SYSTEM.21.6 KW DC / 17.3 KW ACPV OPTIMIZER(S):INVERTER(S):(45)HANWHA Q.PEAK DUO XL-G10.C 480 (480W)(45)P505 SOLAREDGE POWER OPTIMIZERTYPE OF INTERCONNECTION:(1) SOLAREDGE SE17.3KUS INVERTER(1) 100A FUSED AC DISCONNECTLINE SIDE TAP IN MAIN DISCONNECTSOLAR MODULEEXP. 07/31/2024LICENSEDPROFESSIONAL E N GINEER P A U LK.ZACHER231 BROADWAYSARATOGA SPRINGS, NY 12831 DRIVE WAYPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE 4'4'PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEMP1DRIVE WAYPV2NCONTRACTOR PLUGPV LLC 630 7TH AVE TROY, NY 12182 SYSTEM DC KW: 21.6 AC KW: 17.3 MODULES:45 THE INN AT SARATOGA 231 BROADWAY, SARATOGA SPRINGS, NY 12831, USA CONTRACTORS LICENSE: 82-0674758DATE09/14/2023DESIGNED BY:OPPSITE PLAN ARRAY 1TILT: 27°AZIMUTH: 190°ARRAY SPECIFICATIONSUTILITY METERAC DISCONNECT FUSEDINVERTERMAIN SERVICE PANEL3' WIDE FIRE ACCESS PATHWAY18'' VENTILATION SETBACK3'x3' GROUND LADDER ACCESS POINTLEGENDCOMBINER PANELGUTTER BOXEXP. 07/31/2024LICENSEDPROFESSIONAL E N GINEER P A ULK.ZACHER231 BROADWAYSARATOGA SPRINGS, NY 12831 135'21'-1" 24 ' - 2 "50'-3"71'2'4' WIDE FIRE ACCESS PATHWAYSOLAR MODULEMP1TILT:27°AZIMUTH: 190°PV3CONTRACTOR PLUGPV LLC 630 7TH AVE TROY, NY 12182 SYSTEM DC KW: 21.6 AC KW: 17.3 MODULES:45 THE INN AT SARATOGA 231 BROADWAY, SARATOGA SPRINGS, NY 12831, USA CONTRACTORS LICENSE: 82-0674758DATE09/14/2023DESIGNED BY:OPPMOUNTING PLANROOF SPECIFICATIONROOF MATERIALROOF CONDITIONGOODASPHALT SHINGLERAFTERS4" X 6" @ 24" O.C.TYPEMODULEDC OPTIMIZERINVERTERDESCRIPTIONQUANTITY45451 HANWHA Q.PEAK DUO XL-G10.C 480 (480W)P505 SOLAREDGE POWER OPTIMIZERSOLAREDGE SE17.3KUS INVERTERSOLAR MODULE1100A FUSED AC DISCONNECTDISCONNECTNOTE: MAXIMUM HORIZONTAL SPANOF THE RAFTERS BETWEENBEARING SUPPORTS SHALLNOT EXCEED 13'-0".NOTE: MAX ATTACHMENT SPACING= 4'-0" OCEXP. 07/31/2024LICENSEDPROFESSIONAL E N GINEER P A U LK.ZACHER231 BROADWAYSARATOGA SPRINGS, NY 12831 PV4CONTRACTOR PLUGPV LLC 630 7TH AVE TROY, NY 12182 SYSTEM DC KW: 21.6 AC KW: 17.3 MODULES:45 THE INN AT SARATOGA 231 BROADWAY, SARATOGA SPRINGS, NY 12831, USA CONTRACTORS LICENSE: 82-0674758DATE09/14/2023DESIGNED BY:OPPMOUNTING PLANSTRUCTURAL ATTACHMENT DETAILSIRONRIDGE XR10IRONRIDGE L FOOTSOLAR MODULE5/16"x4" STAINLESSSTEEL LAG SCREWWOOD SHEATHINGRAFTERSIRONRIDGE FLASH FOOTSHINGLE FLASHINGRAFTERSIRONRIDGE XR10IRONRIDGE L FOOTIRONRIDGE FLASH FOOTSHINGLE FLASHINGWOOD SHEATHING5/16"x4" STAINLESSSTEEL LAG SCREWNOTE:USE (1) 5/16" DIA. LAG SCREWW/ MIN. 2-1/2" EMBEDMENTEXP. 07/31/2024LICENSEDPROFESSIONAL E N GINEER P A U LK.ZACHER231 BROADWAYSARATOGA SPRINGS, NY 12831 PV5CONTRACTOR PLUGPV LLC 630 7TH AVE TROY, NY 12182 SYSTEM DC KW: 21.6 AC KW: 17.3 MODULES:45 THE INN AT SARATOGA 231 BROADWAY, SARATOGA SPRINGS, NY 12831, USA CONTRACTORS LICENSE: 82-0674758DATE09/14/2023DESIGNED BY:OPPMOUNTING DETAILSEXP. 07/31/2024LICENSEDPROFESSIONAL E N GINEER P A U LK.ZACHER231 BROADWAYSARATOGA SPRINGS, NY 12831 OTHER EQUIPMENTMODULES(45)HANWHA Q.PEAK DUO XL-G10.C 480 (480W)WATTS STC: 480WISC: 11.26AIMP: 10.71AVOC: 53.61VVMP: 44.81VSOLAR MODULESINVERTER(S)SOLAREDGE SE17.3KUSMAX AC OUTPUT: 48.25 AINVERTER OCPD CALC :(48.25) X 1.25 =60.31AMIN OCPD: 70AWIRE AMPACITY: 85A @75° C TERMINALTEMPERATURE CORRECTION FACTOR:31°-35°C = 0.94CORRECTED WIRE AMPACITY: 79.90A100A FUSED AC DISCONNECTCONDUCTORS AND CONDUIT12(8) #10 PV WIRE(1) #6 THHN GND3/4" EMT(3) #4 THHN(1) #6 THHN GND3/4"EMT3(3) #4 THHN3/4"EMTPV6CONTRACTOR PLUGPV LLC 630 7TH AVE TROY, NY 12182 SYSTEM DC KW: 21.6 AC KW: 17.3 MODULES:45 THE INN AT SARATOGA 231 BROADWAY, SARATOGA SPRINGS, NY 12831, USA CONTRACTORS LICENSE: 82-0674758DATE09/14/2023DESIGNED BY:OPPELECTRICAL DIAGRAMSALL EXISTING LOADS CONNECTED TO THE GUTTER BOX SHOULD CONSIST PROTECTION DEVICEEITHER IN THE FORM OF AC DISCONNECT ORMAIN BREAKER IN THE RESPECTIVE PANEL OTHER EQUIPMENTMODULES(45)HANWHA Q.PEAK DUO XL-G10.C 480 (480W)WATTS STC: 480WISC: 11.26AIMP: 10.71AVOC: 53.61VVMP: 44.81VSOLAR MODULESINVERTER(S)SOLAREDGE SE17.3KUSMAX AC OUTPUT: 48.25 AINVERTER OCPD CALC :(48.25) X 1.25 =60.31AMIN OCPD: 70AWIRE AMPACITY: 85A @75° C TERMINALTEMPERATURE CORRECTION FACTOR:31°-35°C = 0.94CORRECTED WIRE AMPACITY: 79.90A100A FUSED AC DISCONNECTCONDUCTORS AND CONDUIT12(8) #10 PV WIRE(1) #6 THHN GND3/4" EMT(3) #4 THHN(1) #6 THHN GND3/4"EMT3(3) #4 THHN3/4"EMTPV6.1CONTRACTOR PLUGPV LLC 630 7TH AVE TROY, NY 12182 SYSTEM DC KW: 21.6 AC KW: 17.3 MODULES:45 THE INN AT SARATOGA 231 BROADWAY, SARATOGA SPRINGS, NY 12831, USA CONTRACTORS LICENSE: 82-0674758DATE09/14/2023DESIGNED BY:OPPELECTRICAL DIAGRAMSALL EXISTING LOADS CONNECTED TO THE GUTTER BOX SHOULD CONSIST PROTECTION DEVICEEITHER IN THE FORM OF AC DISCONNECT ORMAIN BREAKER IN THE RESPECTIVE PANEL PV7CONTRACTOR PLUGPV LLC 630 7TH AVE TROY, NY 12182 SYSTEM DC KW: 21.6 AC KW: 17.3 MODULES:45 THE INN AT SARATOGA 231 BROADWAY, SARATOGA SPRINGS, NY 12831, USA CONTRACTORS LICENSE: 82-0674758DATE09/14/2023DESIGNED BY:OPPMARKING & LABELS INVERTERAC DISCONNECTNEC 690.14(C)(2)PHOTOVOLTAICSYSTEM EQUIPPED WITHRAPID SHUTDOWNCONDUIT, RACEWAYS,ENCLOSURES, CABLEASSEMBLIES& JUNCTION BOXESWarning: Photovoltaic Power SourceNEC 690.31(E)(3) CONDUITNEC 690.35(F) UNGROUNDED SYSTEMS JUNCTION BOXWARNINGELECTRIC SHOCK HAZARD.THE DC CONDUCTORS OF THISPHOTOVOLTAIC SYSTEM AREUNGROUNDED AND MAY BEENERGIZED.PHOTOVOLTAIC DISCONNECTFOR UTILITY OPERATIONSNEC 705.12(D)(7)WARNINGINVERTER OUTPUT CONNECTIONDO NOT RELOCATE THISOVERCURRENT DEVICELABEL TO BE INSTALLED DIRECTLY NEXT TO PV BACKFEEDBREAKER. IF INSTALLED ANYWHERE ELSE ON DEADFRONTTHEN A PERMANENT ARROW FROM LABEL POINTING TOPV BACKFEED BREAKER REQUIRED.MAIN SERVICE PANELNEC 690.53PHOTOVOLTAIC ARRAYDC DISCONNECTOPERATING CURRENT: ______ AOPERATING VOLTAGE: ______ VMAX. SYSTEM VOLTAGE: ______ VSHORT-CIRCUIT CURRENT: ______ A48.2560055.0480.0# INVERTER 1NEC 690.17(4) GROUNDED SYSTEMSWARNINGELECTRIC SHOCK HAZARD.DO NOT TOUCH TERMINALS.TERMINALS ON BOTH LINE ANDLOAD SIDES MAY BE ENERGIZED INTHE OPEN POSITION.NEC 690.14(C)(2)PHOTOVOLTAIC DC DISCONNECTWARNINGNEC 705.12(D)(4)), 690.56(B)POWER IS BEING SUPPLIED TO THISPANEL FROM THE UTILITY AND ASOLAR PV SYSTEM.NEC 690.54RATED AC OUTPUT CURRENT: _____ ANOMINAL AC VOLTAGE: _____ V240NEC 690.14(C)(2)PHOTOVOLTAIC AC DISCONNECTNEC 690.54RATED AC OUTPUT CURRENT: _____ A24048.25NOMINAL AC VOLTAGE: _____ VSOLAR ELECTRIC PV PANELSTURN RAPID SHUTDOWNSWITCH TO THE"OFF" POSITION ONLYCONDUCTORS INSIDEBUILDING OR OFF THEROOF WILL SHUT DOWNEMERGENCY RESPONDERTHIS SOLAR PV SYSTEMEQUIPPED WITH RAPID SHUTDOWNNEC 690.5648.25 BREAKING THE 21 % EFFICIENCY BARRIER Q.ANTUM DUO Z Technology with zero gap cell layout boosts module efficiency up to 21.6 %. LOW ELECTRICITY GENERATION COSTS Higher yield per surface area, lower BOS costs and up to 80 watts more module power than standard 144 half-cell modules. ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology, Anti PID Technology1, Hot-Spot Protect and Traceable Quality Tra.Q™. EXTREME WEATHER RATING High-tech aluminum alloy frame, certified for high snow (5400 Pa) and wind loads (3000 Pa). A RELIABLE INVESTMENT Inclusive 12-year product warranty and 25-year linear performance warranty2. STATE OF THE ART MODULE TECHNOLOGY Q.ANTUM DUO combines cutting edge cell separation and innovative wiring with Q.ANTUM Technology. 1 APT test conditions according to IEC / TS 62804-1:2015, method A (−1500 V, 96 h) 2 See data sheet on rear for further information. THE IDEAL SOLUTION FOR: Ground-mounted solar power plants Q.PEAK DUO XL-G10.c 475-495 ENDURING HIGH PERFORMANCE α [% / K]+0.04 β [% / K]−0.27 γ [% / K]−0.34 NMOT [°F]109 ± 5.4 (43 ± 3 °C) Hanwha Q CELLS America Inc. 400 Spectrum Center Drive, Suite 1400, Irvine, CA 92618, USA | TEL +1 949 748 59 96 | EMAIL inquiry@us.q-cells.com | WEB www.q-cells.us [V]1500 (IEC) / 1500 (UL)Class II [A DC]20 TYPE 1 [lbs/ft2]75 (3600 Pa) / 42 (2000 Pa) −40 °F up to +185 °F (−40 °C up to +85 °C)[lbs/ft2]113 (5400 Pa) / 63 (3000 Pa) 3 See Installation Manual 475 480 485 490 495 [W]475 480 485 490 495 [A]11.24 11.26 11.29 11.31 11.34 [V]53.58 53.61 53.64 53.68 53.71 [A]10.66 10.71 10.76 10.81 10.86 [V]44.54 44.81 45.07 45.33 45.59 [%]≥ 20.5 ≥ 20.7 ≥ 20.9 ≥ 21.2 ≥ 21.4 [W]356.4 360.1 363.9 367.6 371.4 [A]9.05 9.07 9.09 9.12 9.14 [V]50.53 50.56 50.59 50.62 50.65 [A]8.39 8.43 8.47 8.52 8.56 [V]42.49 42.72 42.94 43.17 43.39 Certified UL 61730 MECHANICAL SPECIFICATION Format 87.2 in × 41.1 in × 1.38 in (including frame) (2216 mm × 1045 mm × 35 mm) Weight 58.4 lbs (26.5 kg) Front Cover 0.13 in (3.2 mm) thermally pre-stressed glass with anti-reflection technology Back Cover Composite film Frame Anodized aluminum Cell 6 × 26 monocrystalline Q.ANTUM solar half cells Junction Box 2.09-3.98 in × 1.26-2.36 in × 0.59-0.71 in (53-101 mm × 32-60 mm × 15-18 mm), IP67, with bypass diodes Cable 4 mm² Solar cable; (+) ≥ 27.6 in (700 mm), (−) ≥ 13.8 in (350 mm)* Connector Stäubli MC4-Evo2, Hanwha Q CELLS HQC4; IP68 *Long cables (+) ≥ 57.1 in (1450 mm), (−) ≥ 57.1 in (1450 mm) for landscape installation are available upon request. Note: Installation instructions must be followed. See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. Specifications subject to technical changes © Q CELLS Q.PEAK DUO XL-G10.c_475-495_2021-03_Rev01_NAELECTRICAL CHARACTERISTICS POWER CLASS MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC1 (POWER TOLERANCE +5 W / −0 W)MinimumPower at MPP1 PMPP Short Circuit Current1 ISC Open Circuit Voltage1 VOC Current at MPP I MPP Voltage at MPP VMPP Efficiency1 η MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS, NMOT2 MinimumPower at MPP PMPP Short Circuit Current ISC Open Circuit Voltage VOC Current at MPP I MPP Voltage at MPP VMPP 1Measurement tolerances PMPP ± 3 %; I SC; VOC ± 5 % at STC: 1000 W/m2, 25 ± 2 °C, AM 1.5 according to IEC 60904-3 • 2 800 W/m², NMOT, spectrum AM 1.5 Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE At least 98 % of nominal power during first year. Thereafter max. 0.5 % degradation per year. At least 93.5 % of nominal power up to 10 years. At least 86 % of nominal power up to 25 years. All data within measurement toleranc- es. Full warranties in accordance with the warranty terms of the Q CELLS sales organisation of your respective country. Typical module performance under low irradiance conditions in comparison to STC conditions (25 °C, 1000 W/m²) TEMPERATURE COEFFICIENTS Temperature Coefficient of ISC Temperature Coefficient of VOC Temperature Coefficient of PMPP Nominal Module Operating Temperature PROPERTIES FOR SYSTEM DESIGN Maximum System Voltage VSYS PV module classification Maximum Series Fuse Rating Fire Rating based on ANSI / UL 61730 Max. Design Load, Push / Pull3 Permitted Module Temperature on Continuous DutyMax. Test Load, Push / Pull3 ASYMMETRIC Q.PEAK DUO L-G10.1/L-G10.2 MIDRAIL 41.1" (1045 mm) 51.5" (1308 mm) 87.2" (2216 mm) 1.38" (35 mm) 4 × Mounting slots (DETAIL A)8 × Drainage holes 0.12 × 0.24" (3 × 6 mm) Frame 39.5" (1003 mm) NA 17.9" (454 mm) Label 4 × Grounding holes, Ø 0.18" (4.5 mm)4 × Drainage holes 13.8" (350 mm) 27.6" (700 mm) 15.7" (400 mm) 4 × Mounting slots system Tracker (DETAIL B) DETAIL A 0.63" (16 mm) 0.33" (8.5 mm)0.83" (21 mm) DETAIL B 0.39" (10 mm) 0.28" (7 mm)0.87" (22 mm) 39.4" (1001 mm) 31.1" (790 mm) EN RELATIVE EFFICIENCYCOMPARED TO NOMINAL POWER [%]YEARS Q CELLS Industry standard for linear warranties* *Standard terms of guarantee for the 10 PV companies with the highest production capacity in 2014 (as at: September 2014) 100 95 90 85 80 155 2520010 98 86 200 400 600 800 1000 110 100 90 80RELATIVE EFFICIENCY [%]IRRADIANCE [W/m²] QUALIFICATIONS AND CERTIFICATES UL 61730, CE-compliant, IEC 61215:2016, IEC 61730:2016, U.S. Patent No. 9,893,215 (solar cells); Certification in process. Drawing not to scale solaredge.com Power Optimizer For North America P400 / P401 / P485 / P505 PV power optimization at the module level Specifically designed to work with SolarEdge inverters High efficiency with module-level MPPT, for maximized system energy production and revenue, and fast project ROI Superior efficiency (99.5%) Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading Flexible system design for maximum space utilization Fast installation with a single bolt Next generation maintenance with module- level monitoring Meets NEC requirements for arc fault protection (AFCI) and Photovoltaic Rapid Shutdown System (PVRSS) Module-level voltage shutdown for installer and firefighter safety POWER OPTIMIZER 25 YEAR WARRANTY © SolarEdge Technologies, Ltd. All rights reserved. SOLAREDGE, the SolarEdge logo, OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Inc. All other trademarks mentioned herein are trademarks of their respective owners. Date: April 24, 2023 DS-000044-NAM. Subject to change without notice. Power Optimizer For North America P400 / P401 / P485 / P505 Optimizer model (typical module compatibility) P400 (for 72 & 96-cell modules) P401 (for high power 60 and 72-cell modules) P485 (for high-voltage modules) P505 (for higher current modules) INPUT Rated Input DC Power(1) 400 430 485 505 W Absolute Maximum Input Voltage (Voc at lowest temperature) 80 60 125(2) 83(2) Vdc MPPT Operating Range 8 – 80 8 – 60 12.5 – 105 12.5 – 83 Vdc Maximum Short Circuit Current (Isc) 10.1 12.5 11 14 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98.8 % Overvoltage Category II OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 80 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 ± 0.1 Vdc STANDARD COMPLIANCE EMC FCC Part 15 Class B, IEC61000-6-2, IEC61000-6-3 Safety IEC62109-1 (class II safety), UL1741, NEC/PVRSS Material UL94 V-0, UV Resistant RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Compatible inverters All SolarEdge Single Phase and Three Phase inverters Dimensions (W x L x H) 129 x 153 x 33.5 / 5.1 x 6 x 1.3 129 x 153 x 29.5 / 5.1 x 6 x 1.16 129 x 159 x 49.5 / 5.1 x 6.3 x 1.9 129 x 162 x 59 / 5.1 x 6.4 x 2.3 mm / in Weight (including cables) 750 / 1.7 655 / 1.5 845 / 1.9 1064 / 2.3 gr / lb Input Connector MC4(3) Input Wire Length(4) 0.16 / 0.5 m / ft Output Wire Type / Connector Double Insulated / MC4 Output Wire Length 1.2 / 3.9 m / ft Operating Temperature Range(5) -40 to +85 / -40 to +185 ˚C / ˚F Protection Rating IP68 / NEMA6P Relative Humidity 0 – 100 % (1) The rated power of the module at STC will not exceed the optimizer Rated Input DC Power. Modules with up to +5% power tolerance are allowed. (2) NEC 2017 requires that the maximum input voltage not be more than 80V. (3) For other connector types please contact SolarEdge. (4) Longer input wire lengths are available for use. For 0.9m input wire length order P401-xxxLxxx. (5) For ambient temperatures above +85°C / +185°F power de-rating is applied. Refer to the Power Optimizers Temperature De-Rating Technical Note for more details. PV System Design Using a SolarEdge Inverter(6) SolarEdge Home Hub/Wave Single Phase Single phase Three Phase for 208V grid Three Phase for 277/480V grid Minimum String Length (Power Optimizers) P400, P401 8 10 18 P485, P505 6 8 14 Maximum String Length (Power Optimizers) 25 25 50 Maximum Power per String 5700(7) (6000 with SE7600-US – SE11400-US) 5250(7) 6000(8) 12750(9) W Parallel Strings of Different Lengths or Orientations Yes (6) It is not allowed to mix P485/P505 with P400/P401 in one string. (7) A string with more than 30 optimizers does not meet NEC rapid shutdown requirements, safety voltage will be above the 30V req uirement. (8) For the 208V grid, it is allowed to install up to 6,500W per string when the maximum power difference between each string is 1,000W. (9) For 277/480V grid, it is allowed to install up to 15,000W per string when the maximum power difference between each string is 2,000W. solaredge.com Three Phase Inverters for the 120/208V Grid For North America SE10KUS / SE17.3KUS The best choice for SolarEdge enabled systems Specifically designed to work with power optimizers Quick and easy inverter commissioning directly from a smartphone using SolarEdge SetApp Fixed voltage inverter for superior efficiency and longer strings Built-in type 2 DC and AC Surge Protection, to better withstand lightning events Small, lightest in its class, and easy to install outdoors or indoors on provided bracket Integrated arc fault protection and rapid shutdown for NEC 2014, 2017, and 2020, per article 690.11 and 690.12 Built-in module-level monitoring with Ethernet, wireless or cellular communication for full system visibility Integrated Safety Switch UL1741 SA and SB certified, for CPUC Rule 21 grid compliance INVERTERS 12-20 YEAR WARRANTY © SolarEdge Technologies, Ltd. All rights reserved. SOLAREDGE, the SolarEdge logo, OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Inc. All other trademarks mentioned herein are trademarks of their respective owners. Date: November 27, 2022 DS-000069-NAM. Subject to change without notice. Three Phase Inverters for the 120/208V Grid (1) For North America SE10KUS / SE17.3KUS Model Number SE10KUS SE17.3KUS Applicable to inverters with part number SEXXK-USX2IXXXX OUTPUT Rated AC Power Output 10000 17300 W Maximum Apparent AC Output Power 10000 17300 VA AC Output Line Connections 3W + PE, 4W + PE AC Output Voltage Minimum-Nominal-Maximum(2) (L-N) 105 – 120 – 132.5 Vac AC Output Voltage Minimum-Nominal-Maximum(2) (L-L) 183 – 208 – 229 Vac AC Frequency Minimum-Nominal-Maximum(2) 59.3 – 60 – 60.5 Hz Continuous Output Current (per Phase) 27.8 48.25 Aac GFDI Threshold 1 A Utility Monitoring, Islanding Protection, Country Configurable Set Points Yes THD ≤ 3 % Power Factor Range +/- 0.85 to 1 INPUT Maximum DC Power (Module STC) 17500 30275 W Transformer-less, Ungrounded Yes Maximum Input Voltage DC+ to DC- 600 Vdc Operating Voltage Range 370 – 600 Vdc Maximum Input Current 27.8 48.25 Adc Maximum Input Short Circuit Current 55 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 167kΩ Sensitivity(3) CEC Weighted Efficiency 97 97.5 % Night-time Power Consumption < 4 W ADDITIONAL FEATURES Supported Communication Interfaces 2 x RS485, Ethernet, Cellular (optional) Inverter Commissioning With the SetApp mobile application using built-in Wi-Fi access point for local connection Rapid Shutdown NEC2014, NEC2017 and NEC2020 compliant/certified RS485 Surge Protection Plug-in Supplied with the inverter, Built-in AC, DC Surge Protection Type II, field replaceable, Built-in DC Fuses (Single Pole) 25A, Built-in Smart Energy Management Export Limitation DC SAFETY SWITCH DC Disconnect Integrated STANDARD COMPLIANCE Safety UL1741, UL1741 SA, UL1741 SB, UL1699B, CSA C22.2, Canadian AFCI according to T.I.L. M-07 Grid Connection Standards IEEE1547-2018, Rule 21, Rule 14 (HI) Emissions FCC part15 class A INSTALLATION SPECIFICATIONS AC Output Conduit size /AWG range ¾” or 1” / 6 - 10 AWG DC Input Conduit size / AWG range ¾” or 1” / 6 - 12 AWG Number of DC inputs pairs 4 Dimensions with Safety Switch (H x W x D) 31.8 x 12.5 x 11.8 / 808 x 317 x 300 in / mm Weight with Safety Switch 78.2 / 35.5 lb / kg Cooling Fans (user replaceable) Noise < 62 dBA Operating Temperature Range -40 to +140 / -40 to +60(4) ˚F / ˚C Protection Rating NEMA 3R Mounting Bracket provided (1) For 277/480V inverters refer to the Three Phase Inverters for the 277/480V Grid for North America datasheet. (2) For other regional settings please contact SolarEdge support. (3) Where permitted by local regulations. (4) For power de-rating information refer to the Temperature De-rating - Technical Note (North America). Tech Brief Solar Is Not Always Sunny Over their lifetime, solar panels experience countless extreme weather events. Not just the worst storms in years, but the worst storms in 40 years. High winds capable of ripping panels from a roof, and snowfalls weighing enough to buckle a panel frame. XR Rails are the structural backbone preventing these results. They resist uplift, protect against buckling and safely and efficiently transfer loads into the building structure. Their superior spanning capability requires fewer roof attachments, reducing the number of roof penetrations and the amount of installation time. XR Rail Family Force-Stabilizing Curve Sloped roofs generate both vertical and lateral forces on mounting rails which can cause them to bend and twist. The curved shape of XR Rails is specially designed to increase strength in both directions while resisting the twisting. This unique feature ensures greater security during extreme weather and a longer system lifetime. Compatible with Flat & Pitched Roofs Roof Mount utilizes XR Rails, along with optional all-in-one attachments, to secure systems flush against residential roofs. Corrosion-Resistant Materials XR Rails are compatible with FlashFoot and other pitched roof attachments. IronRidge offers a range of tilt leg options for flat roof mounting applications. All XR Rails are made of 6000-series aluminum alloy, then protected with an anodized finish. Anodizing prevents surface and structural corrosion, while also providing a more attractive appearance. XR Rail Family The XR Rail Family offers the strength of a curved rail in three targeted sizes. Each size supports specific design loads, while minimizing material costs. Depending on your location, there is an XR Rail to match. © 2020 IronRidge, Inc. All rights reserved. Visit www.ironridge.com or call 1-800-227-9523 for more information. Version 1.20 Tech Brief Rail Selection The table below was prepared in compliance with applicable engineering codes and standards.* Values are based on the following criteria: ASCE 7-16, Gable Roof Flush Mount, Roof Zones 1 & 2e, Exposure B, Roof Slope of 8 to 20 degrees and Mean Building Height of 30 ft. Visit IronRidge.com for detailed certification letters. Load Rail Span Snow (PSF)Wind (MPH)4’5’ 4”6’8’10’12’ None 90 120 140 XR10 XR100 XR1000 160 20 90 120 140 160 30 90 160 40 90 160 80 160 120 160 XR100 XR100 is the ultimate residential mounting rail. It supports a range of wind and snow conditions, while also maximizing spans up to 10 feet. • 10’ spanning capability • Heavy load capability • Clear & black anodized finish • Internal splices available XR10 XR10 is a sleek, low-profile mounting rail, designed for regions with light or no snow. It achieves spans up to 6 feet, while remaining light and economical. • 6’ spanning capability • Moderate load capability • Clear & black anodized finish • Internal splices available XR1000 XR1000 is a heavyweight among solar mounting rails. It’s built to handle extreme climates and spans up to 12 feet for commercial applications. • 12’ spanning capability • Extreme load capability • Clear anodized finish • Internal splices available *Table is meant to be a simplified span chart for conveying general rail capabilities. Use approved certification letters for actual design guidance. Cut Sheet 1 1.88 .40 1.22 3.00 .94 1.92 .42 .40 .35 .31 .11 1.92 1) Foot, Extruded L - Slotted ITEM NO DESCRIPTION QTY IN KIT 1 FOOT, EXTRUDED L - SLOTTED 4 PART NUMBER DESCRIPTION FM-LFT-003 Kit, 4Pcs, Slotted L-Foot, Mill FM-LFT-003-B Kit, 4Pcs, Slotted L-Foot, Black v1.11 L-Foot