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HomeMy WebLinkAbout20240988 203 Lake Ave Solar Panels ApplicationRevised 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 _______________ **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 OPED Fees Type Application to Zoning Board of Appeals [1] [2]TOTAL #VARIANCE Use Variance Area Variance - Residential Area Variance - Multi-Family, Comm, Mixed-Use Interpretations Post-Work Application Fee Variance extensions Application to Design Review Commission [1]TOTAL #STRUCTURE Demolition Residential Structures Principal Accessory Extension Modification Multi-Family, Comm, Mixed-Use Structures Sketch Principal Extension Modification Multi-Family, Comm, Mixed-Use Accessory, Signs, Awnings Principal Extension Modification Post-Work Application Fee Application to Planning Board [1]TOTAL #STRUCTURE Special Use Permit [2] Special Use Permit - extension Special Use Permit - modification [2] Site Plan Review - incl. PUD: Sketch Plan Residential Residential - extension Residential - modification Non-residential Non-Residential - extension Non-Residential - modification Subdivision - incl. PUD: TOTAL #LOTS Sketch Plan Preliminary Approval [2] Residential: 1-5 lots Residential: 6-10 lots Residential: 11-20 lots Residential: 21+ lots Residential - extension Final Approval [2] Residential Non- Residential Final Approval Modification [2] Residential Non- Residential Final Approval Extension Residential Non- Residential Other:TOTAL #LOT/ACRE Post-Work Application Fee Lot L ine Adjustment Letter of Credit - m odification o r extension Letter of Credit - c ollection Recreation Fee Land Disturbance SEQRA EIS Review (Draft & Final) Legal Noticing if PB requires Public Hearing 2021 Fee $1100 + $50/app $275/var + $50/app + $125 each add'l variance $660/var + $50/app + $200 each add'l variance $550 +$50/app Add 50% App fee + $50/app 50% of App fee + $50/app $385 $55 $55 $35 $55 $165 $550 $200 $330 $140 $75 $140 Add 50% App fee $990 + $50/app $330 $450 + $50/app $330 $330 + $200/unit $200 $400 $660 + $130/1000 sf $300 $650 $330 $660 + $50/app $990 + $50/app $1320 + $50/app $1650 + 50/app $330 $1320 + $175/lot + $50/app $2000/lot + $50/app $330 + $50/app $550 + $50/app $135 $330 Add 50% App fee $350 $440 up to 1% of LoC $2000/lot or unit $660 + $55/acre TBD $50/app [1]Fees are based on per structure, except where noted. [2]Legal ad required; includes City processing and publishing __________Total Paid at Intake __________Revised Fee __________Balance Due ___/___/___Balance Paid Staff approval _______________ 2021 LAND USE BOARD FEE WORKSHEET For Administrative Use TOTAL DUE 279 Broadway Building #2 Menands, NY 12204 (518)-478-8365 (518)-953-1095 Fax I (Customer) hereby authorize Kasselman Solar LLC, to act as customer, agent & contractor, and to submit all necessary permit applications and supporting documents to the Town Building Department on my behalf. Customer Name (Print) ______________________________________________ Customer Signature__________________________________________________ Customer Address ___________________________________________________ Municipality that issues your Building Permit ______________________________ Kasselman Solar Employee Signature_____________________________________ DocuSign Envelope ID: C562877E-A6DA-4BE6-B215-BCC77B84817BDocusign Envelope ID: 6B71BCDD-F8F8-4880-BC93-DA5567D82D82 203 Lake Ave Saratoga Springs, New York 12866 City of Saratoga Springs Todd L Shimkus Todd L Shimkus WESTSHORE DESIGN ENGINEERS, P.C. 6279 JOHNSTON RD. ALBANY Ϳ NEW YORK Ϳ 12203 WestShore Design Engineers ۅ 6279 Johnston Rd. ۅ Albany, NY 12203 Subject: Shimkus Residence 203 Lake Ave. Saratoga Springs, NY To Whom It May Concern, The following references the structural roof analysis of the Shimkus residence located in Saratoga Springs, NY. Westshore Design Engineers has been retained in order to analyze the existing roof structure for adequacy in supporting the proposed additional loading due to rooftop solar panels. The site-specific loadings are as follows: Seismic Design Category B; basic Wind Speed of 115mph; and Ground Snow Load of 50psf, per ASCE 7-16. The Applicable codes include the 2020 Residential Code of NYS. The existing roofs consist of true 2x6 at 24”o.c. with a 13’-6” span. Based on structural analysis, it has been determined that the R1 roof will require sistering the existing 2x6 rafters with a new 2x6 or installing new collar ties between rafters without existing collar ties at 1/3 of the rafter length from the ridge below the solar panel array. With the additional structural reinforcement described above, the R1 roof is adequate to support rooftop solar panels with a maximum loading of 3psf. “Unirac” L-foot anchors or equal with 5/16” diameter lags required at 48” on center maximum, staggered, with 2.5” minimum embed or S-5! Clamps or equal for metal roofs. RoofTech “RT Mini” or equal attachments for deck attachments. Please don’t hesitate to contact us with additional requests. Thank you. Westshore Design Engineers 10/2/2024 John Eibert Nicolas Nitti, PE Director of Solar Operations President To: Kasselman Solar 279 Broadway Bldg 2 Menands, NY Date: October 2, 2024 Ref.: 24100036 Kasselman Solar, LLC - 279 Broadway, Bldg. 2 - Menands, NY 12204 - p: (518) 478-8365 Design Prepared by: GROUND ACCESSGROUND ACCESS- Roof Access Halo Ultra Grip - H.U.G. (N) RAIL (N) E - MOUNT .04" THICK 9"x12" ALUMINUM FLASHING SOLARMOUNT END MOUNT OR MID MOUNT AS REQ'D PER MFGR. (N) SOLAR PANEL (E) ROOF SURFACE(N) SOLARMOUNT L - FOOT PER MFGR. w/ 3/8"Ø BOLT & 5/8"Ø LAG SCREW w/ 3" EMBED MIN. (N) E - MOUNT CAST ALUMINUM MOUNTING BLOCK PER MFGR. *IF DECK OR ALTERNATE ATTACHMENT IN LIEU OF L-FOOT ATTACHMENT, DETAIL PROVIDED PER MFGR INSTALL MANUAL. ROOF ACCESS GROUND ACCESS GROUND ACCESS 1'-6" CLR. MIN. NEW ROOF ARRAY, TYP.3'-0"CLR. MIN.NORTHPLAN NORTHTRUE SOLAR ARRAY PLAN 1 1/8" = 1'-0" TYPICAL ATTACHMENT DETAIL 2 1"=1'-0" SHIMKUS RESIDENCE 203 LAKE AVE. SARATOGA SPRINGS, NY 19 SOLAR MODULES (65"X40" EA.) - IRONRIDGE MOUNT RAIL SYSTEM - RAFTER SPACING = 24"O.C. - RAIL TO ROOF MOUNT: QUICKMOUNT PV E-MOUNT LAG w/ 5/8"Ø LAG SCREW. OR IRONRIDGE HUG DECK MOUNT AT 16"O.C. NOTES: 1. RAIL TO ROOF ATTACHMENTS SHALL BE 4' O.C. MAX. AND LAGGED INTO A RAFTER 2. IF THE LAG BOLT CANNOT BE INSTALLED IN A RAFTER, SOLID BLOCKING SHALL BE ADDED BETWEEN RAFTERS TO ALLOW FOR LAG INSTALLATION. 3. ALL MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS SHALL BE FOLLOWED FOR THE PRODUCTS USED. 4. SOLAREDGE OPTIMIZER FOR EACH MODULE ROOF DIMENSIONS SHOWN AS MEASURED ON ROOF; HORIZONTAL PROJECTIONS ARE NOT SHOWN. DIMENSIONS PROVIDED BY KASSELMAN SOLAR ELECTRICAL NOTES:. 1. EACH SOLAR MODULE IS ASSIGNED A MICRO-INVERTER WITH A RAPID SHUTDOWN, WHICH ARE LOCATED UNDERNEATH THEIR RESPECTIVE MODULE. LEGEND SOLAR MODULE APPLICABLE BUILDING CODES: - 2020 NYS RESIDENTIAL CODE - ASCE 7-16 DESIGN CRITERIA PER ASCE 7-16: SEISMIC DESIGN CATEGORY: B WIND SPEED: 115 M.P.H. GROUND SNOW LOAD: 50PSF S100 *PV DESIGN ADHERES TO SECTION R324-SOLAR ENERGY SYSTEMS OF THE 2020 NYS BUILDING CODE UNAUTHORIZED NOTE: IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL, TO ALTER THIS DRAWING IN ANY WAY. IF THIS DRAWING BEARING THE SEAL OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL AFFIX TO THEIR ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. PROJ. NUMBER: P R O J E C T T I T L E S H E E T DRAWN BY: CHECKED BY: DATE: ENGINEER ALL RIGHTS RESERVED. NO PART OF THESE DRAWINGS OR SPECIFICATIONS MAY BE COPIED, REPRODUCED OR USED IN CONNECTION WITH ANY WORK, OTHER THEN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE ENGINEER. SHIMKUS RESIDENCE SOLAR PLAN & ATTACHMENT DETAIL JE NN 10-3-2024 24100230 Rev Date By Notes 11-14-2024 Kasselman Solar, LLC - 279 Broadway, Bldg. 2 - Menands, NY 12204 - p: (518) 478-8365 Design Prepared by: SOLAR PRODUCT THE MOST DEPENDABLE KEY FEATURES Superior Aesthetics Black backsheet and black frame create ideal look for residential applications. N-Type Technology N-type cells with Jinko’s in-house TOPCon technology offers better performance and improved reliability. Thick and Tough Fire Type 1 rated module engineered with a thick frame, 3.2mm front side glass, and thick backsheet for added durability. Shade Tolerant Twin array design allows continued performance even with shading by trees or debris. Protected Against All Environments Certified to withstand humidity, heat, rain, marine environments, wind, hailstorms, and packed snow. Warranty 25-year product and 30-year linear power warranty. BUILDING YOUR TRUST IN SOLAR. WWW.JINKOSOLAR.US • NYSE-listed since 2010, Bloomberg Tier 1 manufacturer • Top performance in the strictest 3rd party labs • Automated manufacturing utilizing artificial intelligence • Vertically integrated, tight controls on quality • Premium solar factories in USA, Vietnam, and Malaysia EAGLE® 54 G6R 420-440 WATT • N-TYPE TOPCON Positive power tolerance of 0~+3% • ISO9001:2015 Quality Standards • ISO14001:2015 Environmental Standards • IEC61215, IEC61730 certified products • ISO45001: 2018 Occupational Health & Safety Standards • UL61730 certified products 30 N ® ENGINEERING DRAWINGS PACKAGING CONFIGURATION TEMPERATURE CHARACTERISTICS MAXIMUM RATINGS MECHANICAL CHARACTERISTICS ELECTRICAL CHARACTERISTICS (Two pallets = One stack) 31pcs/pallets, 62pcs/stack, 806pcs/40 HQ Container Temperature Coefficients of Pmax -0.29%/°C Temperature Coefficients of Voc -0.25%/°C Temperature Coefficients of Isc 0.045%/°C Nominal Operating Cell Temperature (NOCT)45±2°C Operating Temperature (°C)-40°C~+85°C Maximum System Voltage 1000VDC Maximum Series Fuse Rating 25A Module Type JKM420N-54HL4-B JKM425N-54HL4-B JKM430N-54HL4-B JKM435N-54HL4-B JKM440N-54HL4-B STC NOCT STC NOCT STC NOCT STC NOCT STC NOCT Maximum Power (Pmax)420Wp 316Wp 425Wp 320Wp 430Wp 323Wp 435Wp 327Wp 440Wp 331Wp Maximum Power Voltage (Vmp)32.16V 29.95V 32.37V 30.19V 32.58V 30.30V 32.78V 30.50V 32.99V 30.73V Maximum Power Current (Imp)13.06A 10.55A 13.13A 10.60A 13.20A 10.66A 13.27A 10.72A 13.34A 10.77A Open-circuit Voltage (Voc)38.74V 36.80V 38.95V 37.00V 39.16V 37.20V 39.36V 37.39V 39.57V 37.59V Short-circuit Current (lsc)13.51A 10.91A 13.58A 10.96A 13.65A 11.02A 13.72A 11.08A 13.80A 11.14A Module Efficiency STC (%)21.51%21.76%22.02%22.28%22.53% ELECTRICAL PERFORMANCE & TEMPERATURE DEPENDENCE BUILDING YOUR TRUST IN SOLAR. WWW.JINKOSOLAR.US The company reserves the final right for explanation on any of the information presented hereby. JKM400-420N-54HL4-B-F4-US Voltage (V) Temperature Dependence of Isc, Voc, Pmax Current-Voltage & Power-Voltage Curves (420W) Front Cell Temperature (°C) Packaging Configuration Engineering Drawings SPECIFICATIONS Mechanical Characteristics Cell Type Curves (415W) No. of cells Dimensions Weight Front Glass Frame Junction Box Output Cables 22 kg (48.50 lbs) IP68 Rated Electrical Performance & Temperature Dependence Irradiance 1000W/m2 AM=1.5 Irradiance 800W/m2 AM=1.5NOCT: *STC: Wind Speed 1m/s Module Type Maximum Power (Pmax) Maximum Power Voltage (Vmp) Maximum Power Current (Imp) Open-circuit Voltage (Voc) Short-circuit Current (Isc) Module Efficiency STC (%) Operating Temperature() Maximum system voltage Maximum series fuse rating Power tolerance Temperature coefficients of Pmax Temperature coefficients of Voc Temperature coefficients of Isc Nominal operating cell temperature (NOCT) Cell Temperature 25°C Ambient Temperature 20°C ( Two pallets = One stack ) 36pcs/pallets, 72pcs/stack, 936pcs/ 40'HQ Container TUV 1×4.0mm2 (+): 400mm , (-): 200mm or Customized Length 3.2mm,Anti-Reflection Coating, High Transmission, Low Iron, Tempered Glass Anodized Aluminium Alloy 1722×1134×30mm (67.79×44.65×1.18 inch) 108 (6×18) N type Mono-crystalline T CONTCONCTCTSS JKM400-420N-54HL4-B-F3-EN ©2022 Jinko Solar Co., Ltd. All rights reserved. Specifications included in this datasheet are subject to change without notice. Length: ±2mm Width: ±2mm Height: ±1mm Row Pitch: ±2mm -40 ~+85 1000VDC (IEC) 25A 0~+3% -0.29%/ -0.25%/ 0.045%/ 45±2 kcaBed i St no r F Current (A)Voltage (V)Cell Temperature (℃）Normalized Isc, Voc, Pmax (%)14.09.0 3533 H 1722mm (67.79")1134mm (44.65")860mm (33.86")1086mm (42.68") 15 20 25 30 35 400 0 2 4 6 8 10 12 0 70 140 210 350 280 5 10 420 14 16 400Wp 31.28V 12.79A 37.38V 13.55A 301Wp 10.30A 28.89V 35.50V 10.94A TT CONCONCTCTSS JKM400N-54HL4-B JKM405N-54HL4-B JKM410N-54HL4-B JKM415N-54HL4-B 410Wp 31.66V 12.95A 37.77V 13.68A 308Wp 10.42A 29.59V 35.88V 11.04A 415Wp 31.85V 13.03V 37.96V 13.74A 312Wp 10.48A 29.78V 36.06V 11.09A 405Wp 31.47V 12.87A 37.58V 13.62A 305Wp 10.36A 29.08V 35.69V 11.00A -50 0 25 50 75 100 20 40 60 80 100 120 140 160 180 Isc Voc Pmax1400mm (55.12")%52 . 12%00 . 12%84 . 0220.74% STC NOCT JKM420N-54HL4-B 21.51% 420Wp 32.04V 13.11A 38.15V 13.80A 316Wp 10.54A 29.97V 36.24V 11.14APower (W)-25 B Packaging Configuration Engineering Drawings SPECIFICATIONS Mechanical Characteristics Cell Type Curves (415W) No. of cells Dimensions Weight Front Glass Frame Junction Box Output Cables 22 kg (48.50 lbs) IP68 Rated Electrical Performance & Temperature Dependence Irradiance 1000W/m2 AM=1.5 Irradiance 800W/m2 AM=1.5NOCT: *STC: Wind Speed 1m/s Module Type Maximum Power (Pmax) Maximum Power Voltage (Vmp) Maximum Power Current (Imp) Open-circuit Voltage (Voc) Short-circuit Current (Isc) Module Efficiency STC (%) Operating Temperature() Maximum system voltage Maximum series fuse rating Power tolerance Temperature coefficients of Pmax Temperature coefficients of Voc Temperature coefficients of Isc Nominal operating cell temperature (NOCT) Cell Temperature 25°C Ambient Temperature 20°C ( Two pallets = One stack ) 36pcs/pallets, 72pcs/stack, 936pcs/ 40'HQ Container TUV 1×4.0mm2 (+): 400mm , (-): 200mm or Customized Length 3.2mm,Anti-Reflection Coating, High Transmission, Low Iron, Tempered Glass Anodized Aluminium Alloy 1722×1134×30mm (67.79×44.65×1.18 inch) 108 (6×18) N type Mono-crystalline T CONTCONCTCTSS JKM400-420N-54HL4-B-F3-EN ©2022 Jinko Solar Co., Ltd. All rights reserved. Specifications included in this datasheet are subject to change without notice. Length: ±2mm Width: ±2mm Height: ±1mm Row Pitch: ±2mm -40 ~+85 1000VDC (IEC) 25A 0~+3% -0.29%/ -0.25%/ 0.045%/ 45±2 kcaBed i St no r F Current (A)Voltage (V)Cell Temperature (℃）Normalized Isc, Voc, Pmax (%)14.09.0 3533 H 1722mm (67.79")1134mm (44.65")860mm (33.86")1086mm (42.68") 15 20 25 30 35 400 0 2 4 6 8 10 12 0 70 140 210 350 280 5 10 420 14 16 400Wp 31.28V 12.79A 37.38V 13.55A 301Wp 10.30A 28.89V 35.50V 10.94A TT CONCONCTCTSS JKM400N-54HL4-B JKM405N-54HL4-B JKM410N-54HL4-B JKM415N-54HL4-B 410Wp 31.66V 12.95A 37.77V 13.68A 308Wp 10.42A 29.59V 35.88V 11.04A 415Wp 31.85V 13.03V 37.96V 13.74A 312Wp 10.48A 29.78V 36.06V 11.09A 405Wp 31.47V 12.87A 37.58V 13.62A 305Wp 10.36A 29.08V 35.69V 11.00A -50 0 25 50 75 100 20 40 60 80 100 120 140 160 180 Isc Voc Pmax1400mm (55.12")%52 . 12%00 . 12%84 . 02 20.74% STC NOCT JKM420N-54HL4-B 21.51% 420Wp 32.04V 13.11A 38.15V 13.80A 316Wp 10.54A 29.97V 36.24V 11.14APower (W)-25 B Side Back Packaging Configuration Engineering Drawings SPECIFICATIONS Mechanical Characteristics Cell Type Curves (415W) No. of cells Dimensions Weight Front Glass Frame Junction Box Output Cables 22 kg (48.50 lbs) IP68 Rated Electrical Performance & Temperature Dependence Irradiance 1000W/m2 AM=1.5 Irradiance 800W/m2 AM=1.5NOCT: *STC: Wind Speed 1m/s Module Type Maximum Power (Pmax) Maximum Power Voltage (Vmp) Maximum Power Current (Imp) Open-circuit Voltage (Voc) Short-circuit Current (Isc) Module Efficiency STC (%) Operating Temperature() Maximum system voltage Maximum series fuse rating Power tolerance Temperature coefficients of Pmax Temperature coefficients of Voc Temperature coefficients of Isc Nominal operating cell temperature (NOCT) Cell Temperature 25°C Ambient Temperature 20°C ( Two pallets = One stack ) 36pcs/pallets, 72pcs/stack, 936pcs/ 40'HQ Container TUV 1×4.0mm2 (+): 400mm , (-): 200mm or Customized Length 3.2mm,Anti-Reflection Coating, High Transmission, Low Iron, Tempered Glass Anodized Aluminium Alloy 1722×1134×30mm (67.79×44.65×1.18 inch) 108 (6×18) N type Mono-crystalline T CONTCONCTCTSS JKM400-420N-54HL4-B-F3-EN ©2022 Jinko Solar Co., Ltd. All rights reserved. Specifications included in this datasheet are subject to change without notice. Length: ±2mm Width: ±2mm Height: ±1mm Row Pitch: ±2mm -40 ~+85 1000VDC (IEC) 25A 0~+3% -0.29%/ -0.25%/ 0.045%/ 45±2 kcaBed i St no r F Current (A)Voltage (V)Cell Temperature (℃）Normalized Isc, Voc, Pmax (%)14.09.0 3533 H 1722mm (67.79")1134mm (44.65")860mm (33.86")1086mm (42.68") 15 20 25 30 35 400 0 2 4 6 8 10 12 0 70 140 210 350 280 5 10 420 14 16 400Wp 31.28V 12.79A 37.38V 13.55A 301Wp 10.30A 28.89V 35.50V 10.94A TT CONCONCTCTSS JKM400N-54HL4-B JKM405N-54HL4-B JKM410N-54HL4-B JKM415N-54HL4-B 410Wp 31.66V 12.95A 37.77V 13.68A 308Wp 10.42A 29.59V 35.88V 11.04A 415Wp 31.85V 13.03V 37.96V 13.74A 312Wp 10.48A 29.78V 36.06V 11.09A 405Wp 31.47V 12.87A 37.58V 13.62A 305Wp 10.36A 29.08V 35.69V 11.00A -50 0 25 50 75 100 20 40 60 80 100 120 140 160 180 Isc Voc Pmax1400mm (55.12")%52 . 12%00 . 12%84 . 02 20.74% STC NOCT JKM420N-54HL4-B 21.51% 420Wp 32.04V 13.11A 38.15V 13.80A 316Wp 10.54A 29.97V 36.24V 11.14APower (W)-25 B Length: ± 2mm Width: ± 2mm Height: ± 1mm Row Pitch: ± 2mm *STC: Irradiance 1000W/m2 NOCT: Irradiance 800W/m2 *Power measurement tolerance: ±3% Cell Temperature 25°C Ambient Temperature 20°C AM = 1.5 AM = 1.5 Wind Speed 1m/s I WARRANTY 1st year degradation not to exceed 1%, each subsequent year not to exceed 0.4%, minimum power at year 30 is 87.4% or greater. 25-year product and 30-year linear power warranty Packaging Configuration Engineering Drawings SPECIFICATIONS Mechanical Characteristics Cell Type Curves (415W) No. of cells Dimensions Weight Front Glass Frame Junction Box Output Cables 22 kg (48.50 lbs) IP68 Rated Electrical Performance & Temperature Dependence Irradiance 1000W/m2 AM=1.5 Irradiance 800W/m2 AM=1.5NOCT: *STC: Wind Speed 1m/s Module Type Maximum Power (Pmax) Maximum Power Voltage (Vmp) Maximum Power Current (Imp) Open-circuit Voltage (Voc) Short-circuit Current (Isc) Module Efficiency STC (%) Operating Temperature() Maximum system voltage Maximum series fuse rating Power tolerance Temperature coefficients of Pmax Temperature coefficients of Voc Temperature coefficients of Isc Nominal operating cell temperature (NOCT) Cell Temperature 25°C Ambient Temperature 20°C ( Two pallets = One stack ) 36pcs/pallets, 72pcs/stack, 936pcs/ 40'HQ Container TUV 1×4.0mm2 (+): 400mm , (-): 200mm or Customized Length 3.2mm,Anti-Reflection Coating, High Transmission, Low Iron, Tempered Glass Anodized Aluminium Alloy 1722×1134×30mm (67.79×44.65×1.18 inch) 108 (6×18) N type Mono-crystalline T CONTCONCTCTSS JKM400-420N-54HL4-B-F3-EN ©2022 Jinko Solar Co., Ltd. All rights reserved. Specifications included in this datasheet are subject to change without notice. Length: ±2mm Width: ±2mm Height: ±1mm Row Pitch: ±2mm -40 ~+85 1000VDC (IEC) 25A 0~+3% -0.29%/ -0.25%/ 0.045%/ 45±2 kcaBed i St no r F Current (A)Voltage (V)Cell Temperature (℃）Normalized Isc, Voc, Pmax (%)14.09.0 3533 H 1722mm (67.79")1134mm (44.65")860mm (33.86")1086mm (42.68") 15 20 25 30 35 400 0 2 4 6 8 10 12 0 70 140 210 350 280 5 10 420 14 16 400Wp 31.28V 12.79A 37.38V 13.55A 301Wp 10.30A 28.89V 35.50V 10.94A TT CONCONCTCTSS JKM400N-54HL4-B JKM405N-54HL4-B JKM410N-54HL4-B JKM415N-54HL4-B 410Wp 31.66V 12.95A 37.77V 13.68A 308Wp 10.42A 29.59V 35.88V 11.04A 415Wp 31.85V 13.03V 37.96V 13.74A 312Wp 10.48A 29.78V 36.06V 11.09A 405Wp 31.47V 12.87A 37.58V 13.62A 305Wp 10.36A 29.08V 35.69V 11.00A -50 0 25 50 75 100 20 40 60 80 100 120 140 160 180 Isc Voc Pmax1400mm (55.12")%52 . 12%00 . 12%84 . 02 20.74% STC NOCT JKM420N-54HL4-B 21.51% 420Wp 32.04V 13.11A 38.15V 13.80A 316Wp 10.54A 29.97V 36.24V 11.14APower (W)-25 B I B A-A No. of Half Cells 108 (2 x 54) Dimensions 1722 × 1134 × 35mm (67.79 × 44.65 × 1.38 inch) Weight 21.0kg (46.3lbs) Front Glass 3.2mm, Anti-Reflection Coating High Transmission, Low Iron, Tempered Glass Frame Anodized Aluminum Alloy Junction Box IP68 Rated Output Cables 12 AWG, 1400mm (55.12in) or Customized Length Connector Staubli MC4 Fire Type Type 1 Pressure Rating 5400Pa (Snow) & 2400Pa (Wind)* *see Supplemental Installation Manual for higher wind pressure rating solutions