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HomeMy WebLinkAboutAbandoned Solar Application B1JILT*6*+RTMENT f �� c VI E OF RY RROOK iID 938 KING ET RYE BR ,NY 10573 + AUG - 2 2022 j 4 9-0665,_ rook.dr VILLAGE OF RYE BROOK BUILDING DEPARTMENT ftltttttffttttfiitfftittft#fttltti#t!4!»ft!ltiff!!i4#!##!flit#t»!4#ftif#t#i###t#####sift!#t#f#ttfiftlfftftf FOR OFFICE USE ONLY: Approval Date: Permit# Application#�� Approval Signature: ARCHITECTURAL RM,�,W BOARD: Disapprov Date: BOT App Chairman: PB Appm # ZBA A Other. Application Fee 4 .S 0Permit Fees: ltititttsss»tti*#ittsisist»fittt***i»ti#iis»iftititt»tt»t#»it*i�tits!!»i#»#»suss#*tiisflftif;itff#ft#»»#if APPLICATION TO INSTALL PHOTOVOLTAIC SOLAR ARRAY Application dated: 9`3—ZO L"2.- is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the installation of a Photovoltaic Solar Array as per detailed statement descnbed below. I. Job Address: 1$ ijrJ(PLN /tV EN uf- SBL: Zone: 2 Type,kW&Location of Array,(use additional sheets if necessary): QV� PuDwDfoto,46400 d L t Imp �� IZODF QIc AA 2Af 3.Property Owner~ C_A ILh EN t P G A Address: I g Lt w u LN Ave Phone# Gy(4 Y2_1 3y2-y Cell# e-ma CArtMf_9•14A6Ait6)601L (M 4.Applicant: Address: Phone# Cell# e-mail 5. Design Engineer Address: Phone# Cell# e-mail 6.Solar Contractor: Address: Phone# Cell# e-mail 7. Occupancy;(1-Fam.,2-Fam.,Commercial,etc...)Pre-construction: u r/L/TY Post-construction: UT-1 LI#f Y 8. If building is located on a comer lot,which street does it front on: 9. N.Y.State Construction Classification: dttl Iri N.Y.State Use Classification: U110TY 10. Construction Type&Location:()Typical Western Lumber Frame;()Timber Frame[TC];40 Wood Truss[TT]; Pre-engineered wood[PWI;Located;()Floor Framing IF];()Roof Framing[R];()Floor&Roof Framing[FR];Other: H. Number of stories:1—Roof Style:(hip,shed,mansard,etc...) 3A(t N Cy t Z P I-r G 14 12. Will a New Roof Be Installed: No W Yes ❑ (a separate roofing permit is required to re-roof an existing building) 13. Roofing Material&Number of Layers: S` eEL 1. t 8/1=021 I 14. Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq.ft.or more of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? No:)d Yes: ❑ Area: 15. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? No: ® Yes: ❑ (If N es.applicant mast submit a Site Plan Application.&provide detailed drawings) 16. Will the proposed project require a Tree Removal Permit as per§235 of Village Code?No: 19 Yes: ❑ (If yes,applicant must submit a Tree Removal Permit Application) 17. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? No: ®Yes: ❑ Indicate:TTER 1:-TIER II:_TIER III:_ (if yes,a Home Occupation Permit Application is required) 18. What is the total estimated cost of construction: S 30 ViDD (Note.The estimated cost shall include all site improvements,labor,material,scaffolding,fixed equipment,professional fees,including any material and labor which may be donated gratis.If the fmal cost exceeds the estimated cost,an additional fee will be requi ed prior to issuance ofthe GO). 19. Start Date: — I S- 2W Completion Date: el —3J' 2vZZ. This application must bear the notarized signature(s)of the legal owners)of the subject property,and the applicant of record in the spaces provided.Any application not property completed in its entirety and/or not property signed shall be deemed null and void and will be returned to the applicant.Please note that application fees are non-refundable. STATE OF NEW YOM COUNTY OF WESTCHESTER ) as: I, C AYLM E- J t1 A G A(L ,being duly sworn,deposes and states that he/she is the applicant above named, (pnnt name of individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the, for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor.agent,attorney,e1c.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention& Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this 1�19__ Sworn to before me this day of 20 FD�OW YORKC__ dayof 0 DIA UVA'.r G� TA PUBLI STATE Of=NEVv NOTARY PU 1 TAT 07ST6 R COUNT4 NO.01 V6 W856 1N'p1uTCH A pIL 12.202 LIFIE N TCHESTER C( CO ISSI EXPIRES APRIL 12 N is OM(JIISSI Pow 1awl0,'�J S' of S' of Applicmt CJLNtJEN HA6A(L �� { J T[I Print Name of Property Owner Print Name of Applicant 2 MUM VECTOR D E CFM wl� E n G in E E R s AUG - 2 2022 VILLAGE OF RYE BROOK VSE Project Number:U2557.0735.221 BUILDING DEPARTMENT July 18,2022 Go Green Solar ATTENTION:Jazzmin Wong FILL WhW, 40 310 E.Orangethrope Ave#G Placentia,CA 92870 REFERENCE: Joaquin Alemany Residence: 18 Lincoln Avenue,Port Chester,NY 10573 Go Green Solar Project:S2052 Solar Array Installation To Whom It May Concern: We have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation. Design Parameters Code:2020 Building Code of New York State Risk Category:I Design wind speed,Vult: 106 mph(3-sec gust) Wind exposure category:C Ground snow load,Pg:30 psf Connection to Roof Mounting connection:(1)S-5! SolarFoot to flat 2x w/(4) 1/4"-14xl-1/2 wood screws Maximum mounting spacing along rails: Zone 1,2e(Beyond 4'from roof edge or within 4'of roof edge perpendicular to slope):48"o.c. Zone 2n,2r,3e(Within 4'of roof edge parallel w/slope,4'of roof ridge,or 4'of eave-eave corner):48"o.c. Zone 3r(Within 4'of ridge-eave corner):Panels shall not be installed in this zone Install(2)rails per row of panels,evenly spaced;panel length perpendicular to the rails shall not exceed 70 in Rail cantilever shall not exceed 33%of connection spacing Connections shall be staggered to not overload any existing structural member Conclusions Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation. In the area of the solar array, other live loads will not be present or will be greatly reduced (2020 Building Code of New York State, Section 1607.13.5.1). The gravity loads, and thus the stresses of the structural elements, in the area of the solar array are either decreased or increased by no more than 5%. Therefore, the requirements of Section 806.3 of the 2020 Existing Building Code of New York State are met and the structure is permitted to remain unaltered. 651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com VSE Project Number: U2557.0735.221 . Joaquin Alemany Residence TOR 7/18/2022 E n G I n E E R s The solar array will be flush-mounted(no more than 10" above the roof surface) and parallel to the roof surface. Thus,we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind(uplift), the governing load case. Increases in lateral forces less than 10%are considered acceptable. Thus the existing lateral force resisting system is permitted to remain unaltered. Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor must notify Vector Structural Engineering,LLC should any damage,deterioration or discrepancies between the as-built condition of the structure and the condition described in this letter be found.The use of solar panel support span tables provided by others is allowed only where the building type, site conditions, site-specific design parameters, and solar panel configuration match the description of the span tables.The design of the solar panels,solar racking(mounts,rails,etc.)and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. Vector Structural Engineering shall be notified of any changes from the approved layout prior to installation. VECTOR STRUCTURAL ENGINEERING,LLC NY Firm License:COA-081423 OF NE�y PR C 0 07/18/2022 Jacob Proctor,P.E. Unauthorized alterations or additions to this letter which bears a NY License: 102527-Expires:01/31/2023 licensed professional engineer's seal is a violation of Section Project Engineer 7209(2)of the N.Y.State Education Law Enclosures JSP/isa 651 W. Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com JOB NO.: U2557.0735.221 YEC T R SUBJECT: WIND PRESSURE E rl G I n E E R S PROJECT: Joaquin Alemany Residence Com onents and Cladding Wind Calculations Label: Isolar Panel Array Note: Calculations per ASCE 7-16 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 106 Notes: Exposure Category: C Risk Category: I ADDITIONAL INPUT & CALCULATIONS: Height of Roof, h [ft]: 15 (Approximate) Comp/Cladding Location: Gable Roofs 7° < 0 s 20° Enclosure Classification: Enclosed Buildings Zone 1, 2e GCp: 2.00 Figure 30.3-2B Zone 1, 2e Ya. 0.77 Fig. Zone 2n, 2r, 3e GCp: 2.90 (negative coeff.) Zone 2n, 2r, 3e Ya: 0.77 29.4-8 Zone 3r GCp: 3.60 Zone 3r Ya: 0.80 a: 9.5 Table 26.11-1 zg [ft]: 900 Table 26.11-1 Kh: 0.85 Table 26.10-1 Ke: 0.99 Table 26.9-1 KZt: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 20.6 Equation 26.10-1 YE: 1.50 Section 29.4.4 WIND PRESSURES: Equation 29.4-7 p = gh(GCp)(yE)(ya) Zone 1, 2e, p [psf]: 47.7 psf(1.0 W) Zone 2n, 2r, 3e, p [psf]: 69.2 psf(1.0 W) Zone 3r, p [psf]: 88.9 psf(1.0 W) (a = 3 ft) JOB NO.: U2557.0735.221 EC TOR SUBJECT: CONNECTION E n O 1 n E E R S PROJECT: Joaquin Alemany Residence Calculate Uplift Forces on Connection Pressure Max Trib. Width 2 Max Trib. Max Uplift (0.6 Dead -0.6 Wind) Area Force (psf) (ft) (ft) (Ibs) Zone 1, 2e 27.0 4.0 11.7 314 Zone 2n, 2r, 3e 39.9 4.0 11.7 465 Zone 3r 0.0 NA 0.0 0 Calculate Connection Capacity Roof Connector: S-5! SolarFoot Additional Connection Info: to flat 2x w/ (4) 1/4%141-1/2 wood screws Ultimate Capacity3 [Ibs/in]: 1554 Factor of Safety: 3 Qty. of Connectors: 1 Prying Coefficient: 1 Total Capacity [Ibs]: 518 Determine Result Maximum Demand: 465 Connection Capacity: 518 Result: Capacity > Demand, Connection is adequate. Notes 1. 'Max Trib. Width' is the width along the rails tributary to the connection. 2. 'Max Trib Area' is the product of the 'Max.Trib Width' and 1/2 the panel width/height perpendicular to the rails. (2) rails per row of panels. Length of panels perpendicular to the rails shall not exceed 70". 3. Ultimate capacity values are from manufacturer testing. 4. Install metal roof connector per manufacturer's written instructions with recommended fasteners when indicated. JOB NO.: U2557.0735.221 yTO R SUBJECT: GRAVITY LOADS n O 1 n E E R S PROJECT: Joaquin Alemany Residence GRAVITY LOADS Roof Pitch: 3.0 :12 Design material Increase due to Material weight ROOF DEAD LOAD (D) weight [psf] pitch [psf] Metal Corrugated 3.1 1.03 3.0 1/2" Plywood 1.0 1.03 1.0 Framing 3.0 3.0 Insulation 0.0 0.0 1/2" Gypsum Clg. 0.0 1.03 0.0 M, E & Misc 0.0 0.0 Total Existing Roof DL 7.1 PV Array DL 2.8 1.03 3 ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-16 Table 4.3-1 Roof Live Load With PV Array [psf] 0 2020 Building Code of New York State, Section 1607.13.5.1 SNOW LOAD (S): Existing w/ Solar Array Roof Slope [x:12]: 3.0 3.0 Roof Slope [°]: 14 14 Ground Snow Load, p9 [psf]: 30 30 ASCE 7-16,Section 7.2 Terrain Category: C C ASCE 7-16,Table 7.3-1 Exposure of Roof: Fully Exposed Fully Ex.posed ASCE 7-16,Table 7.3-1 Exposure Factor, Ce: 0.9 0.9 ASCE 7-16,Table 7.3-1 Thermal Factor, Ct: 1.1 1.1 ASCE 7-16,Table 7.3-2 Risk Category: I I ASCE 7-16, Table 1.5-1 Importance Factor, Is: 0.8 0.8 ASCE 7-16, Table 1.5-2 Flat Roof Snow Load, pf [psf]: 17 17 ASCE 7-16, Equation 7.3-1 Minimum Roof Snow Load, pm [psf]: 16 16 ASCE 7-16, Section 7.3.4 Unobstructed Slippery Surface? Yes Yes ASCE 7-16, Section 7.4 Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-16, Section 7.4 Roof Slope Factor, Cs: 0.93 0.93 ASCE 7-16, Figure 7.4-1 Sloped Roof Snow Load, ps [psf]: 16 16 ASCE 7-16, Equation 7.4-1 Design Snow Load, S [psf]: 16 16 JOB NO.: U2557.0735.221 YEC TOR SUBJECT: LOAD COMPARISON n o I n E E R s PROJECT: Joaquin Alemany Residence Summary of Loads Existing With PV Array D [psf] 7 10 Lr[psf] 20 0 S [psf] 16 16 Maximum Gravity Loads: Existing With PV Array (D+ Lr)/Cd [psf] 22 11 ASCE 7-16,Section 2.4.1 (D+S)/Cd [psf] 20 23 ASCE 7-16,Section 2.4.1 (Cd=Load Duration Factor=0.9 for D,1.15 for S,and 1.25 for Lr) Maximum Gravity Load [psfl:1 22 1 23 Ratio Proposed Loading to Current Loading: 1 104% OK The gravity loads,and thus the stresses of the structural elements, in the area of the solar array are either decreased or increased by no more than 5%.Therefore,the requirements of Section 806.3 of the 2020 Existing Building Code of New York State are met and the structure is permitted to remain unaltered. Phono® Solar 'A TWINPLUS CELLS L MODULEESERIES � ,n HIGH EFFICIENCY MONO-PERC M1-513-11 MMMM 395m4l5w ME NEN MM =MM MMMMMM MMMMMM MMMMMM MMMMMM OUTSTANDING PRODUCT PERFORMANCE -- === •Competitive high-temperature performance with ameliorated temperature -- --- coefficient ------ •Minimized power loss in cell connection •Better performance under shading effect ------ •Decreased nominal operating cell temperature to 43±2°C ----A1M1 TRUSTWORTHY QUALITY AND RELIABILITY •Guaranteed 0-+5W positive tolerance secures reliable power output •5400Pa maximum snow load,2400Pa maximum wind load •Optimized electrical design lowers hot spot risk and operating current 00% Phono Solar Industry Standard PID RESISTANT 3 97% ri 90% v •Industry-leading cell processing technology and electrical design ensure v solid PID resistance 0 70% U' 1 5 10 15 20 25 Year 2-year Product Warranty I 25-year Linear Performance Warranty MANAGEMENT SYSTEM CERTIFICATES IEC 61215,IEC 61730 ISO 9001:2015/Quality management system ISO 14001:2015/ Standards for environmental management system OHSAS 18001:2007/International standards for occupational health&safety Bloomberg Tie r P Y NEW ENERGY FINANCE IEC TS 62941:2016 Terrestrial photovoltaic(PV)modules-guidelines for ?PERFORM increased confidence in PV module design qualification and type approval �° eR 2021 � w �•PVEL W J C US l � C E � �l.UtTEa uS nw fr nit.. PV MODULE RELIABILITY SCORECARD GL-EN-Version 2021.05.20©Phono Solar Co.,Ltd All Rights Reserved ELECTRICAL TYPICAL VALUES Model PS395M1-24/TH PS400M1-24/TH PS405M1-24/TH PS410M1-24/TH PS415M1-24/TH PS395M I H-24/TH PS400M 1 H-24/TH PS405M 1 H-24/TH PS410M1H-24/TH PS415M 1 H-24/TH Testing Condition STC NOCT STC NOCT STC NOCT STC NOCT STC NOCT Rated Power(Pmpp) 395 294 400 298 405 302 410 306 415 309 Rated Current IImpp) 9.67 7.78 9.72 7.82 9.77 7.86 9.82 7.91 9.87 7.95 Rated Voltage(Vmpp) 40.85 37.80 41.16 38.09 41.46 38.36 41.76 38.64 42.05 38.91 Short Circuit Current(Iscl 10.29 8.28 10.37 8.35 10.45 8.41 10.53 8.48 10.61 8.54 Open Circuit Voltage(Voc) 49.41 46.74 49.69 47.01 49.97 47.27 50.25 47.54 50.53 47.80 Module Efficency(%) 19.65 19.90 20.15 20.40 20.65 STC(Standard Testing Conditionsldrradiance 1O00W/m2,AM 1.5,Cell Temperature 25'C NOCT(Nominal Operation Cell Temperature):Irradiance 800W/m2,Ambient Temperature 20'C,Spectra at AM1.5,Wind at 1 m/S CHARACTERISTICSMECHANICAL . CHARACTERISTICS Cell Type Monocrystalline 158.75mm x 79.38mm Length:2010mm(79.13 inch) 500 Celt t"..25r -Incident brad.-1000W/mr Dimension(LX W x H) Width:1000mm(39.37 inch) 400 -Incident lrrad-800W/m3 -Incident Irrad.-600W/m3 Height:35mm(1.38 inch) €300 Incident brad-400W/ml Weight 22.5kg(49.601bs) $ -Incident brad.=200W/mr a 200 Front Glass 3.2mm Toughened Glass too Frame Anodized Aluminium Alloy Cable 4mm2(IEC), °o 0 20 30 40 so 60 (Including Connector) (+1:450mm,(-1:250mm or Customized Length Voltage IV] Junction Box IP 68 Rated 12 Call temp.-25C Incident trrad.•1000W/mr 10 Incident Irrad.-800W/m2 TEMPERATURE RATINGS 8 Incident lrrad..600W/m3 Voltage Temperature Coefficient -0.30%/'C 6 � Incident_Irr_a_d..b_0.OW/m_' Current Temperature Coefficient +0.05%/'C 4 2 Incident Irrad.20011VW Power Temperature Coefficient -0.38%/'C 0 Tolerance 0-+5w o 10 20 30 40 so bo Voltage IV] NOCT 43t2'C 35 11.3e1 951.2 132.u1 ABSOLUTE Operating Temperature From-40 to+85'C Hail Diameter @ 80km/h Up to 25mm Front Side Maximum Static Loading 5400Pa Rear Side Maximum Static Loading 2400Pa o Maximum Series Fuse Rating 20A R PV Module Classification 11 Fire Rating(IEC 617301 C r Maximum System Voltage DC 1000V/1500V PACKING CONFIGURATIONv la351 Container 20'GP 40'HQ i Pieces/Container 255 726 V� Note:mm(inch) a 35 138 A-A t PHONO SOLAR TECHNOLOGY CO.,LTD reserves the right to make necessary adjustments to the P h o n o' S o la f information described herein at any time without further notice.The specifications and certificates contained in this datasheet may deviate slightly from our actual products due to the on-going innovation and product enhancement.Please be sure to use the most recent version of data. Single Phase Inverter Z • C with HD-Wave Technology m for North America X SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US / SE760OH-US / SE1000OH-US / SE1140OH-US I..r..' ® o V1 O o O solar[' ,.-mow: O O oolar*JW • _ �, _._:._ems,-�� r-�. O Optimized installation with HD-Wave technology / Specifically designed to work with / UL1741 SA certified, for CPUC Rule 21 grid compliance power optimizers / Record-breaking efficiency / Extremely small / Quick and easy inverter commissioning directly from a smartphone using the SolarEdge SetApp / Built-in module-level monitoring / Fixed voltage inverter for longer strings f Outdoor and indoor installation / Integrated arc fault protection and rapid shutdown for NEC 2014 and 2017, per article I Optional: Revenue grade data,ANSI C12.20 690.11 and 690.12 Class 0.5 (0.5%accuracy) solaredge.com ,=ee Sin le Phase Inverter Wit HID-Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US / SE1000OH-US / SE1140OH-US APPLICABLE TO INVERTERS WITH PART NUMBER SEXXXXH-XXXXXBXX-' I OUTPUT Rated AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA 3300 @ 208V 5000 @ 208V 10000 @ 208V Maximum AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA 3300 @ 208V 5000 @ 208V 10000 @ 208V AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ ✓ ✓ ✓ ✓ Vac (211-240-264) AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ Vac (183-208-229) AC Frequency(Nominal) 59.3-60-60.50) Hz Maximum Continuous Output 12.5 16 21 25 32 42 47.5 A Current @240V Maximum Continuous Output - 16 - 24 - - 48.5 A Current @208V Power Factor 1,adjustable-0.85 to 0.85 GFDI Threshold 1 A Utility Monitoring,Islanding Protection,Country Configurable Yes Thresholds INPUT Maximum DC Power @240V 4650 5900 7750 9300 11800 15500 17650 W Maximum DC Power @208V - 5100 7750 15500 W Transformer-less,Ungrounded Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 400 Vdc Maximum Input Current @240VO 8.S 10.5 13.5 16.5 20 27 30.S Adc Maximum Input Current @208V(2) 9 - 13.5 - 27 Adc Max.Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600ku Sensitivity Maximum Inverter Efficiency 99 99.2 % CEC Weighted Efficiency 99 99 @ 240V % 98.5 @ 208V Nighttime Power Consumption <2.5 W ^'For other regional settings please contact Solarfdge support m A higher current source may be used;the inverter will limit its input current to the values stated Sin le Phase Inverter Wit HD-Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US / SE1000OH-US / SE1140OH-US ADDITIONAL FEATURES Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional) Revenue Grade Data,ANSI C12.20 Optional"' Inverter Commissioning with the SetApp mobile application using built-in Wi-Fi Access Point for local connection Rapid Shutdown-NEC 2014 and 2017 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect STANDARD COMPLIANCE Safety UL1741,UL1741 SA,UL1699B,CSA C22.2,Canadian AFCI according to T.I.L.M-07 Grid Connection Standards IEEE1547,Rule 21,Rule 14(HI) Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size/AWG Range 1"Maximum/14-6 AWG 1"Maximum/14-4 AWG DC Input Conduit Size/#of Strings/AWG Range 1"Maximum/1-2 strings/14-6 AWG 1"Maximum/1-3 strings/14-6 AWG Dimensions with Safety Switch 17.7 x 14.6 x 6.8 450 x 370 x 174 21.3 x 14.6 x 7.3/540 x 370 x 1 in/ (HxWXD) 8 mm Weight with Safety Switch 22110 251/11.4 26.2/11.9 38.8/17.6 lb/kg Noise <25 <50 dBA Cooling Natural Convection Operating Temperature Range -40 to+140/-40 to+60K F/'C Protection Rating NEMA 4X(Inverter with Safety Switch) t'J Revenue grade inverter P/N:SExxxxH-US000BNC4 Full power up to at least 50'C/1227;for power de-rating information refer to:https://www.solaredge-com/sites/defauWfiles/se-temperature-derating-note-na.pdf O SolarEdge Technologies,Inc.AN rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED By SOtAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc All Ro H S other trademarks mentioned herein are trademarks of their respective owners.Date S/2019N without 01/ENG NAM Subject to change notice Power Optirnizer MV For North America P320 / P340 / P370 / P400 / P405 / P505 m YEAR _C)25 IN m PV power optimization at the module-level d Specifically designed to work with SolarEdge / Fast installation with a single bolt inverters / Next generation maintenance with module- Up to 25% more energy level monitoring / Superior efficiency(99.5%) / Meets NEC requirements for arc fault protection (AFCI) and Photovoltaic Rapid / Mitigates all types of module mismatch losses, Shutdown System (PVRSS) from manufacturing tolerance to partial shading / Module-level voltage shutdown for installer and firefighter safety / Flexible system design for maximum space utilization solaredge.com solar=ee Power Optimizer For North America P320 / P340 / P370 / P400 / P405 / P505 •1 P37' all P505 (typicalOptimizer model P320 (for high- (for higher- (for 72&96- P405 (for higher •• • .1 powerpower 60-cell compatibility) •• el andmodules) modules) INPUT Rated Input DC Powertn 320 340 370 400 405 505 W Absolute Maximum Input Voltage 48 60 80 1250 8341 Vdc (Voc at lowest temperature) MPPT Operating Range 8-48 8-60 8-80 12.5-105 12.5-83 Vdc Maximum Short Circuit Current 11 101 14 Adc (I5c) Maximum DC Input Current 13.75 12.63 175 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98.8 98.6 % Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMRER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer 1±01 Vdc STANDARD COMPLIANCE EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1(class II safety),UL1741 RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System 1000 Vdc Voltage Compatible inverters All SolarEdge Single Phase and Three Phase inverters 129x153x33.S/ 129x159x49.5/ 129x162xS9/ Dimensions(WxLxH) 129x153x275/51x6x11 5.1x6x1.3 5.1x6.3x1.9 51x64x2.3 mm/in Weight(including cables) 630/14 1 750/1.7 84S/1.9 1064/2.3 gr/lb Input Connector MC4''I Output Wire Type/Connector Double Insulated,MC4 Output Wire Length 0.9/2.95 1.2/3.9 m/ft Input Wire Length 0.16/0,52 m/ft Operating Temperature Range -40-+85/-40-+185 'C/•F Protection Rating IP68/NEMA6P Relative Humidity 0-100 % it Rated STC power of the module.Module of up to+5%power tolerance allowed z NEC 2017 requires max input voltage be not more than 80V For other connector types please contact SolarEdge PV System Design Using Si Phase ngle • phase Three Phase 208V :1 Minimum String Length P320,P340,P370, 8 10 16 (Power Optimizers) P405/P505 6 8 14 Maximum String Length (Power Optimizers) 25 25 so(c 5700(6000 with Maximum Power per String SE7600-US-SE11400- 5250 600011, 12750'a) W US) Parallel Strings of Different Lengths or Orientations Yes w For detailed string sizing information refer to:http,//www."redge.conVsites/default/files/stnng-siztng-na pdf *It is not allowed to mix P405/P505 with P320/P340/P370/P400 in one string re A string with more than 30 optimizers does not meet NEC rapid shutdown requirements,safety voltage will be above the 30V requirement 'For SE14.4KUS/SE43.2KUS.It is allowed to install up to 6,500W per string when 3 s(nngs are connected to the inverter(3 strings per unit for SE43.2KUS)and when the maximum power difference between the strings is up to 1,000W rn For SE30KUS/SE33.3KUS/SE66.6KUS/SE100KUS:it is allowed to install up to 15,000W per string when 3 strings are connected to the inverter(3 strings per unit for SE66.6KUS/SE100KUS) and when the maximum power difference between the strings is up to 2,DDOW O SolarEdge Technologies Ltd.AN rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED By SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies.Inc E RoHS AN other trademarks mentioned hemm arc trademarks of their respective owners.Date:12/2018/VOIANG NAM.Subject to change without notice PRODUCTNEW 5 • Solaffoot TM The Right Way! 1440F Introducing the new SolarFootT"for exposed fastener metal roofing with the strength, testing,quality,and time-proven integrity you expect from S-S!.The SolarFoot provides an ideal mounting platform to attach the L-Foot (not included)of a rail-mounted PV system to the roof.This solution is The Right Way to secure rail-mounted solar systems to exposed fastener metal such as AG-Panel or R-Panel. O O L d SolarFoot Features: EManufactured in the U.S.A.from O certified raw material Fabricated in our own ISO 9001:2015 certified factory All aluminum and stainless components 25yr limited warranty Compatible with all commercial L-Foot a••+ products on the market O O Factory applied 40-year isobutylene/ V E isoprene crosslink polymer sealant for reliable weathertightness Sealant reservoir to prevent over- compression of sealant Load-to-failure tested Normal to Seam by a nationally accredited laboratory on numerous metal roof materials and substrates N 3 Four points of attachment into structure d' or deck with tested holding strength for M }' engineered applications � Ln Integrated M8-1.25x17mm stud and M8-1.25 stainless steel hex flange nut CID (1) included 00 00 H 00 i Sm5te ( The Right Way! SolarFootTM Mounting for Exposed Fastener Roofing The SolarFoot is a simple, cost-effective pedestal for L-Foot (not included) SolarFoot Advantages: attachment of rail-mounted solar PV. The unique design is compatible with Exposed fastener mounting all rail producer L-Foot components. The new SolarFoot assembly ensures a Platform for solar arrays attached via L-Foot and Rails durable weathertight solution for the life of the roof. Special factory applied butyl co-polymeric sealant contained in a reservoir is The Right Way,allowing a Weatherproof attachment to water-tested seal. Stainless integrated stud and hex flange lock-nut secure the exposed fastener roofing L-Foot into position.A low center of gravity reduces the moment arm commonly Butyl sealant reservoir provides associated with L-Foot attachments. Direct attachment of the SolarFoot to the long-term waterproof seal structural member or deck provides unparalleled holding strength. M8-1.25xl7mm stud with M8 hexflange nut for attachment of all d l popular L-Foot/rail combinations Tool: 13 mm Hex Socket or th" Hex Socket Tool Required: Electric screw gun �. Q �,, with hex drive socket for Self- tapping screws. Low Center of Gravity reduces moment arm commonly associated with L-Foot/Rail solar 'Fasteners sold separately.Fastener type varies with substrate.Contact 5-5!on how to purchase fasteners mounting scenarios and obtain our test results.L-Foot also sold separately. Attaches directly to structure or Fastener Selection deck for optimal holding strength S-5! Recommended substrate- s �- specific (e.g.steel purlin,wood 2x4,OSB,etc.)fasteners provide excellent waterproofing and pull- Metal to Metal: Metal to Wood: out strength 1/4-14 Self Drilling Screw 1/4-14Type 17 AB Milled Point 1-1/2"to 2-1/2" 1-1/2"to 2-1/2" Fastener through-hole locations comply with NDS To source fasteners for your projects,contact S-5! (National Design Specification)for When other brands claim to be"just as good as S-5!",tell them to PROVE IT. Wood Construction s-5!®Warning!Please use this product responsibly! Distributed by: The independent lab test data found at www.S-S.com can be used for load-critical designs and applications. Products are protected by multiple U.S.and foreign patents.for published data regarding holding strength, fastener torque,patents,and trademarks,visit the S-5!website at www.S-S.com.Copyright 2017,Metal Roof Innovations,Ltd.S-S!products are patent protected. Copyright 2017,Metal Roof Innovations,Ltd.Version 102017 j \ : \ § A Z 0 §\ $ k E § 0 0 U 2 5 0 ; / § - CP |§ � 2 r tol / 2 § s , / } / § e a \ R \ 0 ) � ` » U \ �■ / / , �| / Z ! m \ / / e § | 2 kE \ Z < \ j \/ Q ;! ®LU (\ k � \! § + LL. a � § � \ ® CN & ) ��o (D �& U &� ) 0Oy N.E: �\ = E » CO \ D ! z U7 q � �.7ca ^ � _ ƒ 7 � ! # & D ƒ a § _e he � � § \/ �,.° Q .2 � } / a) -0 i j .\ (I) 0 0 z 0 ' // ± 0 0 a �c 2 §LL- 0 0 E /® / 0 3 e a) \±$ m 7 7/ / U --: & a 4 IRONRIDGE XR Rail Family 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. q11 ® XR Rails are the structural backbone preventing these results. They resist uplift, protect ` against buckling and safely and efficiently 4, 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. l v i ' 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. i - - Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials XR Rails are IronRidge offers All XR Rails are made of marine-grade Acompatible with a range of tilt leg aluminum alloy,then protected with an ' FlashFoot and options for flat anodized finish.Anodizing prevents surface other pitched roof roof mounting and structural corrosion,while also providing attachments. applications. 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. i XR10 XR 100 XR 1000 XR10 is a sleek,low-profile mounting XR100 is the ultimate residential XR1000 is a heavyweight among rail,designed for regions with light or mounting rail.It supports a range of solar mounting rails. It's built to handle no snow. It achieves 6 foot spans,while wind and snow conditions,while also extreme climates and spans 12 feet or remaining light and economical. maximizing spans up to 8 feet. more for commercial applications. 6'spanning capability 8'spanning capability 12'spanning capability • Moderate load capability Heavy load capability Extreme load capability Clear anodized finish Clear&black anodized finish Clear anodized finish Internal splices available Internal splices available Internal splices available Rail Selection The following table was prepared in compliance with applicable engineering codes and standards. Values are based on the following criteria:ASCE 7-10, Roof Zone 1, Exposure B, Roof Slope of 7 to 27 degrees and Mean Building Height of 30 ft. Visit IronRidge.com for detailed span tables and certifications. 100 - 120 None 140 XR10 XR100 XR1000 160 100 120 10-20 140 160 100 30 160 100 I 40 —� 160 50-70 160 I v — 80-90 160 :- IRONRIDGE Roof Mount System Built for solar's toughest roofs IronRidge builds the strongest roof mounting system in solar. Every component has been tested to the limit and proven in extreme environments. Our rigorous approach has led to unique structural features, such as curved rails and reinforced (lashings, and is also why our products are fully certified, code compliant and backed by a 20-year warranty. Strength Tested PE Certified All components evaluated for superior Pre-stamped engineering letters structural performance. available in most states. Class A Fire Rating Design Software Certified to maintain the fire resistance Online tool generates a complete bill of rating of the existing roof. materials in minutes. Integrated Grounding 20 Year Warranty UL 2703 system eliminates separate Twice the protection offered by module grounding components. competitors. XR Rails XR10 Rail XR100 Rail XR1000 Rail Internal Splices a A low-profile mounting rail The ultimate residential A heavyweight mounting All rails use internal splices for regions with light snow. solar mounting rail. rail for commercial projects. for seamless connections. • 6'spanning capability 8'spanning capability 12'spanning capability Self-tapping screws • Moderate load capability Heavy load capability Extreme load capability Varying versions for rails • Clear& black anod. finish Clear& black anod. finish Clear anodized finish Grounding Straps offered Attachments - Flash Foot Slotted L-Feet Standoffs Tilt Legs 77 Anchor, flash, and mount Drop-in design for rapid rail Raise flush or tilted Tilt assembly to desired with all-in-one attachments. attachment. systems to various heights. angle, up to 45 degrees. • Ships with all hardware High-friction serrated face Works with vent flashing Attaches directly to rail • IBC & IRC compliant Heavy-duty profile shape Ships pre-assembled Ships with all hardware • Certified with XR Rails Clear& black anod. finish 4" and 7" Lengths Fixed and adjustable Clamps & Grounding End Clamps Grounding Mid Clamps T Bolt Grounding Lugs Accessories Slide in clamps and secure Attach and ground modules Ground system using the Provide a finished and modules at ends of rails. in the middle of the rail. rail's top slot. organized look for rails. • Mill finish & black anod. Parallel bonding T-bolt Easy top-slot mounting Snap-in Wire Clips • Sizes from 1.22"to 2.3" Reusable up to 10 times Eliminates pre-drilling Perfected End Caps • Optional Under Clamps Mill & black stainless Swivels in any direction UV-protected polymer Free Resources E:1 Design Assistant 4. NABCEP Certified Training Go from rough layout to fully r 'r Earn free continuing education credits, engineered system. For free. � � while learning more about our systems. Go to IronRidge.com/rm '� Go to IronRidge.com/training ZIA IRONRIDGE UFO Family of Components Simplified Grounding for Fvery Application The UFO family of components eliminates the need for separate grounding hardware by bonding solar modules directly to IronRidge XR Rails. All system types that feature the UFO family—Flush Mount, Tilt Mount and Ground Mount—are fully listed to the UL 2703 standard. UFO hardware forms secure electrical bonds with both the module and the rail, resulting in many parallel grounding paths throughout the system. This leads to safer and more reliable installations. Stopper Sleeve Universal Fastening Object(UFO) The Stopper Sleeve snaps The UFO securely bonds solar modules to XR onto the UFO,converting it into Rails.It comes assembled and lubricated,and a bonded end clamp. can fit a wide range of module heights. z" �4 l i f c\p ct„o �S Bonded Splice Each Bonded Splice uses self-drilling screws to form a secure connection. No \ bonding strap needed. Grounding Lug - A single Grounding Lug Bonded Attachments connects an entire row The bonding bolt attaches of PV modules to the and bonds the L-foot to the grounding conductor. rail. It is installed with the same socket as the rest of the - system. s System Diagram - - - - - - - - - - - - - - - - - - -m- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -m- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -m- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -m- - - - - - - - - - - - - - - - O UFO C Stopper Sleeve • Grounding Lug m Bonded Splice Ground Wire 4 Approved Enphase microinverters can provide equipment grounding of IronRidge systems, eliminating the need for grounding lugs and field installed equipment ground conductors(EGC).A minimum of two microinverters mounted to the same rail and connected to the same Engage cable is required. Refer to installation manuals for additional details. UL Certification ,,,,Cross-system Compatibility The IronRidge Flush Mount, r ' " ' Wammount Ground Mount Tilt Mount, and Ground Mount XR Rails XR1000 Only Systems have been listed to UL 2703 by Intertek Group plc. UFO/Stopper d UL 2703 is the standard for Bonded Splice N/A evaluating solar mounting Grounding Lugs 1 per Row 1 per Row 1 per Array systems. It ensures these devices Microinverters Enphase- M250-72, M250-60, M215-60, C250-72 will maintain strong electrical and & Power Darfon - MIG240, MIG300, G320, G640 mechanical connections over Optimizers SolarEdge- P300, P320, P400, P405, P600, P700, P730 an extended period of time in extreme outdoor environments. Fire Rating Class A Class A N/A Modules Tested or Evaluated with over 400 Framed Modules QGo to IronRidge.com/UFO 1 Refer to installation manuals for a detailed list. RON RI DGE L-Foot 1 Item Number Component 1 FOOT, EXTRUDED L-SLOTTED Part Number Description LFT-03-MI SLOTTED L-FOOT, MILL LFT-03-BI SLOTTED L-FOOT,BLACK 1) Foot, Extruded L - Slotted 1 .42 1.18 lJ � .94 _ 3.0071.22 � — 31 1.88�- � 1.92 Property Value Material Aluminum Finish Mill/ Black v1 10 8431 Murphy Drive Intertek Middleton,WI 53562 USA Telephone: 608.836.4400 Facsimile: 608.831.9279 www.intertek.com Test Verification of Conformity In the basis of the tests undertaken,the sample(s)of the below product have been found to comply with the requirements of the referenced specifications at the time the tests were carried out. Applicant Name 8,Address: IronRidge, Inc. 28357 Industrial Blvd Hayward, CA 94545 USA Product Description: Flush Mount System with XR Rails. Ratings 8t Principle Fire Class Resistance Rating: Characteristics: -Flush Mount(Symmetrical). Class A Fire Rated for Low Slope applications when using Type 1, 2,3, 13, 19,25 and 29 listed photovoltaic modules. Class A Fire Rated for Steep Slope applications with Type1,2 and 3, listed photovoltaic modules. Tested with a 5"gap(distance between the bottom the module frame and the roof covering), per the standard this system can be installed at any gap allowed by the manufacturers installation instructions. No perimeter guarding is required. This rating is applicable with any IronRidge or 3'rd party roof anchor. Models: IronRidge Flush Mount with XR Rails Brand Name: IronRidge Flush Mount Relevant Standards: UL 2703 (Section 15.2 and 15.3)Standard for Safety Mounting Systems, Mounting Devices, Clamping/Retention Devices,and Ground Lugs for Use with Flat-Plate Photovoltaic Modules and Panels, First Edition dated Jan.28, 2015 Referencing UL1703 Third Edition dated Nov. 18, 2014, (Section 31.2)Standard for Safety for Flat-Plate Photovoltaic Modules and Panels. Verification Issuing Office: Intertek Testing Services NA, Inc. 8431 Murphy Drive Middleton,WI 53562 Date of Tests: 08/27/2014 to 03/17/2015 Test Report Number(s): 101769343MID-001r1, 101769343MID-001a, 101915978MID-001& 101999492MID-001ar1-crl, 104428358MID-001 EEV Revision Summary 8/27/2020 Added type 13, 19,25 and 29 to system, update address. This verification is part of the full test report(s)and should be read in conjunction with them.This report does not automatically imply product certification. Completed by: Chris Zimbrich Reviewed by: Chad Naggs Title: Technician I, Fire Resistance Title: Technical Team Lead, Fire Resistance Signature: Signature: Date: 08/27/2020 Date: 08/27/2020 This Verification is for the exclusive use of Intertek's client and is provided pursuant to the agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Verification.Only the Client is authorized to permit copying or distribution of this Verification. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek. The observations and test/inspection results referenced in this Verification are relevant only to the sample tested/inspected. This Verification by itself does not imply that the material,product,or service is or has ever been under an Intertek certification program. GFT-OP-11a(24-MAR-2014) Building Permit Check List&Zoning Analysis Address: C O`►­ SBL � , b S Z`7 Zone:121 O Use: 7- Const.Type: �� Other. Submittal Date: Z Revisions Submittal Dates: Applicant: ✓�14 G r4 Q_ Nature of Work: EN CD`A 1ST=_�Z.� Reviews:ZBA: A U G - 3 2022 PB: BOT: Other. EV OK ( ( ) FEES:Filing. '% BP: C/O: Flood Plane: Legalization: ( ) (�APP: Dated: otarized: V SBL: Z Truss I.D. Cross Connection: H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review Street Opening. ( ) ( ) ENVIRO:Long Shore Fees: N/A; ( ) ( ) SITE PLAN:Topo: Site Protection: S/W Mgmt.: Tree Plan: Other. ( ) ( =Y:Dated Current Archival:- Sealed: Unacceptable: ( ) ( PLANS:Date Stamped: Sealed: ✓ Copies: Z Electronic Other. (� ( ) License Workers Comp: Liability Comp.Waiver. Other. ( ) ( ) CODE 753#: Dated: N/A: HIGH-VOLTAGE ELECTRICAL.•Plans: Permit: N/A Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit: N/A Other. ( ) ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery._Other. ( ) ( ) PLUMBING:Plans: Permit: Nat Gas: LP Gas: N/A/: Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit: N/A Other. ( ) ( ) H.V.A.C.: Plans: Permit: N/A Other. ( ) ( ) FUEL TANK Plans: Permit: Fuel Type: Other. ( ) ( ) 2020 NY State ECCC: N/A Other. ( ) ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER Other. G( ) ( ) Other. ARB mtg. date: 2 approval notes: ( )ZBA mtg.date: approval: notes: ( )PB mtg.date: approval:- notes: REQUIRED EXLMN PROPOSED NOTFS APPROVED Area: pate: f EB 0 7 2023 Circle: Fr n agg: Fron: Fron Sim: Re r Main Cov Accs.Cov FtHS : S .H Sb: Tot,imp: Ft.imp P n Height/Stories: notes: r Residential Building Permit Fee Work Sheet Permit#: Date Issued: SBL: Zone: Address: Property Owner&Contact Info: Job Description: For all new dwellings and for additions measuring 800 sq. ft. or more made to existing dwellings, the following fee schedule shall apply: (plus any alteration fees) Total Sq. Ft. (excluding basements)x $300.00 x $I5.00/$I,000.00 Basement Sq. Ft. x $65.00 x $I5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft. • New Construction Cost • Building Permit Fee Basement= sq. ft.x$65.00 =$ x $I5.00/$I,000.00 = $ Attached Garage= sq. ft.x$300.00= $ x$I5.00/$I,000.00= $ I',Fl. = sq. ft.x$300.00= $ x$I5.00/$I,000.00= $ 2"1 Fl. = sq. ft.x$300.00= $ x $I5.00/$1,000.00 = $ 3,1 Fl. = sq. ft.x$300.00= $ x$I5.00/$1,000.00= $ 4,1 Fl. = sq. ft.x$300.00= $ x$I5.00/$I,000.00 = $ Tota� .Ft. sq. ft. Total Cost= $ Total B.P.Fee= $ •�.; Total Amount Paid = $ Total Amount Due= $ Date: Signed: t� LI� WC BUILD MENT D VIL OF RY ` OOK AUG - 2 2022 938 KING ET RYE BR ,NY 10573 4�9 9-06 -�r VILLAGE_ OF RYE BROOK • BUILDING DEPARTMENT ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing to submit a copy of this check list will be removed from the ARB agenda. Job Address: 4 $ LI N CoLN AVE Date of Submission: Parcel ID#: "Lone: $ - 3-- 20 2Z Proposed Improvement(Describe in detail): I N STA Lc tNC- SOLAR Pi/ gmLz l-S D,J APPLICANT CHECK LIST: MUST BE COMPLETED BY THE APPLICANT 12poF or- yc w v r/Lt i y eviLDtND av The following items must be submitted to the Building 8 A c.r-VA 2 D Department by the applicant-no exceptions. Property Owner: C#(LME N MA44�- -JOAQV itJ ALL-NA )y 1. Completed Application 2. Two(2)sets of sealed plans. (one full size(maximum Address: 13 LI NCoLN A VC-N ai' allowable plan size=36"x 42")and one l l"xl7") 3. ( ,)Two(2)copies of the property survey. Phone# 6 y�, 4 p 9 4 25,2- 4. (,aTwo(2)copies of the proposed site plan. Applicant appearing before the Board: 5. (40ne electronic/disc copy of the complete C Alt M N F'I A GA tZ application materials. 6. (✓j Filing Fee. Address: A$ J N G oi.N AV EN U6- 7. Any supporting documentation. Phone# C�6 y2/ 3y 2y g• (rt4HOA approval letter. (ifapplicable) r� Q/ 9. (-)Photographs. SEA UTILlry BLI)(i &PPC I CAT10M Architect/Engineer. 10.( )Samples of finishes/color chart. (a sample board or model may be presented the night of the meeting) Phone# s6c IXXx^µ6NT77--no" By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions&Procedures, and that their application is complete in all respects. The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. Sworn to before me this C Sworn to before me this day �- 20 day t 20 Z Ill..Si6natrae dc f"+j(0&1)U-L� of Property Owner s' of Applicant Print Name of Property Owner Prot Name of Applicant Notary Notary Publ- CLAUDIA UVALDO NOTARY PUBLIC,STATE OF NEW YORK NO.01 UV6107856 CLAUDIA UVALD QUALIFIED IN WESTCHESTER COUNTY NOTARY PUBLIC, COMMISSION EXPIRES APRIL 12,2024 NO 01UV610 856NEW YORK QUALIFIED IN WESTCHESTER COUNTY COMMISSION EXPIRES APR 1/1?1ILL (6 2024 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD IN PERSON MEETING AUGUST 17, 2022 @ 7:30PM NAME&LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL# 4 Birch Lane Roof Top Solar Array Consent 5740 (Hartman) System Agenda i I i 52 Greenway Lane New Panel(s)of Arbors Consent 5741 (Vladsky) Standard Design Fencing Agenda 9 P�h isyl s Place Replace Old Eft High Consent 5742 Stockade Fence with New Agenda Stockade Fence _ 4 Loch Lane Replace Sliding Door& Consent 5743 (O'Neill) Windows on House. Widen Agenda One Window 15 Paddock Rd Seasonal Above Ground Consent 5744 (Santorelli) 15' Round Swimming Pool Agenda 18 Hillandale Road Amendment to Prior 5745 (Marks) Approval (Pool Barriers) Fence Changes I Castle view Ct 1 Story 2 Car Detached 5746 Garage 14 Whippoorwill Rd In-Ground Swimming Pool 5747 (Martel) CS w/Coping & 4' 0" high Fence Barrier 13 Old Orchard Rd One Story Rear Addition 5748 1 Dorchester Drive 1st Story& 2nd Story 5749 (Duir) Additions, New Windows & Rear Patio 102 S. Ridge Street New Sign and Awning 5748 "Customer's Bank" 124 Country Ridge Legalize New Outdoor 5750 Drive(Brookman) Kitchen & Patio ML NM MR SE JM SF AC MI KC VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD IN PERSON MEETING AUGUST 17, 2022 @ 7:30PM PAGE 02 NAME& TYPE OF MOTION SECOND APPROVED REJECT LOCATION APPLICATION 18 Lincoln Ave New Detached Barn 5751 (Magar) Style Utility Building 18 Lincoln Ave New Solar Array on 5752 Road(Magar) Detached Utility Building. 11 Loch Lane Enclose 2nd Fl Front 5753 (Karasik) Porch ML NM MR SE JM SF AC MI KC O• n 0 M D M D 0 CA o_ o On < -1 J> -0<p� - `Dcn� N �c 0- ;Ocrn ,� - -a Z m rn rn .. X cn cn . !a)(Do 0 n v m p m .. 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