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BP23-030
PERMIT # /U a 3`- 0 3 DATE. 1-)01Q,3 p(P; SECTION Z 3 3 BLOCK LOT TYPE OF WORK JOB LOCATION c� OWNER O S42 CONTRACTORSAr? EST. COST %4j, V CO # TCO # FOOTI N G FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING C] RGH PLUMBING GAS 0 SPRINKLER ELECTRIC LOW -VOLT 0 ALARM C� AS BUILT LD FINAL /la7fi' AA4ri4 4 ' Or-%��tiP�GQrQ94e _L 1 oa PA) C Lr a Olay r�oC3 d E U DATE c rYr�P FEE DATE INSPECTION RECORD DATE Q 3 ,"/ C) D OTHER APPROVALS ARB a �cGi L cD oa 3 BOT PS ZBA OTHER Q�E R c`c,�`„�o °J t 4 Gc�Wy VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.ryebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE August 29,2023 Jose Sagastizado 28 Division Street Rye Brook,New York 10573 Re: 28 Division Street, Rye Brook,New York 10573 Parcel ID#: 135.83-1-49 Building Permit#23-030 issued on 3/20/2023 for a Rooftop Solar Array,House and Garage This certifies that the rooftop solar array on house and garage,installed under the above captioned permit has been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to D CCIIEW jD AUG - 4 2023 BUILDING-DEPARTMENT For office use only: PERMIT# 3Cj VILLAGE OF RYE BROOK ISSUED: , �D0— 3 VILLAGE OF RYE BROOK 38 KING STREET,-RYE BROOK,NEW YORK 10573 DATE: - - BUILDING DEPARTMENT (914)939-0668-FAx_(914)939-5801 FEE: yl`['/Q— PAID$ www:ryebrooLore APPLICATION FOR CERTIFICATE OF OCCUPANCY,CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION /Ri//iYltttt/ii//Ytittt♦/YRIii/YYYYIi//Yi►i1t/R/•ii♦♦itiitYtt/tiiYtYYiiYtR/ii•Rttttttiti/RR••///•/tR//R••//t/R/tt/q/iR//iR/R Address: 28 Division St Occupancy/Use: RESIDENTIAL Parcel ID#: /3-15-11 93 -1-21 9 Zone: Owner: Jose Sagastizado Address: 28 Division St P.E./R.A.or Contractor:Sunrun Installation Services Address: 227 N Route 303, Suite 101 Congers, Ny 10920 Person in responsible charge: Address: Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: �O Sc>,o17 G LI U d Q�J/�O being duly sworn,deposes and says that he/she resides at c:D; 7 N/C l 30 3 (Print Name of Applicant) (No.and Stud) l/ in C�On c�rus ,in the County of iC cx Q`/�-� in the State of /U r 'that (City owd village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements,labor, materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ 17,000 for the construction or alteration of. Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belies;the structuretwork has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly, in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per §250-10.A.of the Code of the Village of Rye Brook. Sworn to before me this -Z Sworn to before me this day of el, s f , 20 23 day of u j4 20 2 3 CLYN N07gRY P j."C,STATE OF NEW YORK Sjignature of Property ner 0 oual fled sin Otan155056 si 4ofAppli=�ni-- _ M Commission Ex ices 11/117/2026 Jose Sagastizado Jospeh Guadagno Print Name of Property Owner Print Name of Applicant r✓ Notary Public Notary Public QyE BRC��. 1982 BUILDING DEPARTMENT BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street. Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www rebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - -- - - - - -- - - - - - - ADDRESS: DATE. �1 2 � \ PERMIT# J ISSUED: *10\-2SECT: 1 LOCK: LOT: LOCATION: (� - VCCUPANCY: V ❑ Violation Noted THE WORK IS..:/-9 00, PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas �" vt�� �`� �Rn� ❑ L.P. Gas Q \ S ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �yE BRC�k. • 1982 BUILDING DEPARTMENT BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street . Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - IN ECTION REPORT - - - - - - - - - - - - - - ADDRESS : 1\\ ` L.1 1 I J DATE' PERMIT# I/ ISSUED: ECT: BLOCK: LOT: LOCATION: y'1 \` OCCUPANCY: . ❑ Violation Noted THE WORK IS... PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED 2 FOOTING A`❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER ■ ■ M H 0 O w � ' N N Glt 464 M a ranFq ■ t © O Or O V U a v : W v � � \ cn bA ~� ■ INN* a r,CA 1-4 1.4 _ W z N •b y ■o fA '+ �'�-1 '~ cn � 'xi � � " � 3 u Fes+ W x w M N a VOL.cl O ■ Go , Z n co o � a o ' CO ODo W A O Z 00 A U ~ o U (> ~ _ W O p ao -� i o cn o O \ � Z N Z wZ .� b � � � �..� �' �14 en Ln O 00In CIS cq eq �o _ oo a O z ad v o q. 0 o ti V z o °a a v w c°uo ? e W �4 � �+ 00 z W W O � � . P o N W CZc � c � .. a, z �. BUILDING DEPARTMENT VILLAGE OF RYE BROOK FEB 2 3 2023 938 KING STItREET RYE BROOK,NY 10573 (914)939-06.68 FAX(91.4)939-5801 VILLAGE OF RYE BROOK www:ryebrovk.ore BUILDING DEPARTMENT **********************+******+#**wwwwrt+w++**rt***rtrt*rt*+w*rtrt**ww*+*****+*ww*ww««*******+**************«**«*** FOR OFFICE USE ONLY: 4 \ �j +�J�s Approval Date: MAR 202 0 rmit# ol�F ,3c): Application# 0 ram' Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Date: 3� BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary. ZBA Approval Date: Case# Other: T Application Fee: .2 Permit Fees: c *************rt*******wwwt*w*rt*rt**rtrt*rtrtrtrtrtrtrtrtrtrtrtrtrtrtw**rtrtwwrtwrtww+�*rtrt++rt*rtwrt***w*rt*rtw*rtrt+********«*rtrt***rt*rtrt* APPLICATION TO INSTALL PHOTOVOLTAIC SOLAR ARRAY Application dated: 2/22/2023 is hereby made to the Building Inspector of the Village of Rye Brood,NY,for the issuance of a Permit for the installation of a Photovoltaic Solar Array as per detailed statement described below. 1. Job Address: 28 Division St SBL 2 Type,kW&Location of Array,(use additional sheets if necessary): 8.510 KW PV SOLAR PANEL ROOF MOUNT(23} PANELS Trenching required: do wire to be trenched 15 ft in concrete material 3.Property Owner: Jose Sagastizado Address: 28 Division St Phone# 914-815-6083 Cell# e-mail 4.Applicant: Joseph Guadagno Address: 227 N RT 303 CONGERS NY 10920 Phone# 385-352-6895 Cell# e-mail Joe.Guadagno@sunrun.com 5. Design Engineer: Humphrey Kanja Kariuki Address: 1708 Roxborough Rd Phone#- 980-689-9776 Cell# e-mail info(aD_mightyengineeringco.com 6.Solar Contractor: SUNRUN INSTALLATION SERVICES Address: 227 N RT 303 CONGERS NY 10920 Phone# 385-352-6895 Cell# e-mail Joe.Guadagno@sunrun.com 7. Occupancy,(t-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: 1 FAM Post-construction: 1 FAMILY 8. If building is located on a comer lot,which street does it front on: 9. N.Y.State Construction Classification: N.Y.State Use Classification: 10. Construction Type&Location:()Typical Western Lumber Frame;()Timber Frame[TC];()Wood Truss[TT]; ()Pre-engineered wood[PW];Located;()Floor Framing[F];()Roof Framing[R];()Floor&Roof Framing[FR];Other: 11. Number of stories: Roof Style:(hip,shed,mansard,etc...) 12. Will a New Roof Be Installed: No 1� Yes❑ (a separate roofing permit is required to re-roof an misting building) 13. Roofing Material&Number of Layers: COMP SHINGLE t 3R 1119 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: IN Yes: ❑ Area: 15 Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? No: n Yes: ❑ (tryes,applicant must 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: MYes. ❑ (If ycs,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:TIER 1:TIER 11:_TIER III:- (ifycs,a Nome Occupation Permit Application is required) 18. What is the total estimated cost of construction: $ 17,000 (Note:The estimated cost shall include all site improvements,labor,material,scaffolding,fixed equipment,professional fees,including any malenal and labor which may be donated gratis.If the final cart exceeds the estimated cost,an additional fee will be required prior to issuance of the C/O). 19. Start Date: ONCE PERMIT IS APPROVED Completion Date: This application must bear the notarized signature(s)of the legal owner(s) of the subject property,and the applicant of record in the spaces provided.Any application not properly completed in its entirety andlor not properly 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, Joseph Guadagno ,being duly sworn,deposes and states that he/she is the applicant above named, (print 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,. AGENT for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,ete) 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 outer applicable laws,ordinances and regulations. Sworn to before me this 2 Sworn to before me this ot� day of a 20 2 3 day of P 20 _ s Notary Public Notary Public J�_'8e� /' Signature of Prop Owner S' re ofAipplfcamt Jose Sagastizado Joseph Guadagno JACLYN M SGRO ame of Applicant Print Name of Property Owner NOTARY PUBLIC,STATE OF NEW YW No,01SG6315056 Qualified in Orange Countyy M Commission Expires 11/17/2026 2 Y21!l9 Ln N N t� W Ln In h V; Wa v Q W a CAW �. ti � W M w Z l v N 0014 Ln a a v � O o p4tn � a° Ch 00 uz Z o z z MLA ;z z w � V C: CA � z � cc Z w z � en H wr N A eon a w c z c U Ws a `, " W 0.0 w x o z o o Ln s 0-4 w a x 000 z w z N a z �) w 04 w a z ova w x � 414 41414 41414414144444441 ItwePsCAPA441441es44 4 44444444 4444go D EC EME MAY 3 0 2023 BUILDING DEPARTMENT VILLAGE OF RYE BROOK VE LLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KINdS'TREET RYE BROOK,NY 10573 (914)93Q6668'FAx(914)939-5801 www.ryebrook.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required J FOR OFFICE USE ONLY BP#: C�D, 3' Q 30 EP#: c;:)3� Approval Date: MAY 3 1 2W3 A Permit Fee: $ �O 6 Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. I.Address: 28 Division St SBL: Zone: 2.Property owner: Jose Sagastizado Address: 28 Division St Phone#: 914-815-6083 Cell#: email: 3.Master Electrician: Samy Mounas Address: 227 N RT303 CONGERS NY 10920 Lic.#: 1488 Phone#: 385-352-6895 Cell#: email: Samy.Mounas@sunrun.com Company Name: SUN RUN INST SERVICES Address: 227 N RT 303 CONGERS NY 10920 4.Proposed Electrical Work/FixtureCount: 8.510 KW PV SOLAR PANEL ROOF MOUNT(231 PANELS Trenching required: do wire to be trenched 15 ft in concrete material STATE OF NEW YORY,COUNTY OF WESTCHESTER ) as: being duly swom,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) CONTRACTOR state 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,etc.) The undersigned further states 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 ZS Sworn to before me this is day of 20 f_� _ da of /l,,,c„ 20 Z3 Signature of Pr perry Owner Signatliff of Applicant Jose Sagastizado Samy Mounas Print Name of Property Owner Print Name of Applicant Notary Publi Notary Pub c .NOTARY JACLYN M SGRO PNUBUC,STAG6$ H6EW YpR1( Qualiked In Orange County M Commift Ex 1res 11117y2026 3/21/19 STATEWIDE • Service With lwc.qrily 1:1 Main Street, Fishkill, NY 12524 1 email:office(cPswisny.com SWIS • • • 1 9916 • • •: Office Use Elect.Permit# Date Bldg Permit# Utility ID# Final Certificate# City/Village Zip Township County Address Cross Street Section Block Lot , Owner Name/Address(If different than above) Contact Number ❑Basement ❑1 st FI. ❑2nd Fl. ❑3rd Fl. ❑More Than 3 Fl. ❑Garage ❑Attic ❑Outside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent SERVICE Amperage Voltage 1 P 3P #Meters #Disconnect ❑Underground ❑New ❑Reconnect ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information D FCE�VE D [MAY 3 0 2023 VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,N at any time of inspe(tion additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional items Inspected.The applicant declares that there is no open applications for the above address with any other Inspection company,The applicant,owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Company Name Date Signature Address City/State Zip Code License# Phone# R D 3 DState Wide Inspection Services 1080 Main Street CAS JUN 14 2023 Fishkill, NY 12524 a 845 202-7224 Phone VILLAGE OF RYE BROOK 914-219-1062 Fax STATE WIDE INSPECTION SERVICES BUILDING DEPARTMENT Email: office@swisny.com Website: www.swisny.com Service With integrity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Sunrun Solar Jose Sagastizado 227 Route 303,Suite 101 28 Division Street Congers, NY 10920 Rye Brook, NY 10573 Located at: 28 Division Street, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP 23-125 135.83 49 Certificate Number: 2023-4403 Building Permit Number: BP 23-030 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at: 28 Division Street, Rye Brook, NY 10573 The Photovoltaic System was inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation,as set forth below,was found to be in compliance on the 141h Day of June 2023. Name Quantity Rating Circuit Type PV Modules 23 Inverters 01 r, Officer: Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. MIGHTY ENGINEERING CO. RIVEN TO EXCEED EXPECTATIONS _�IEClff`� FY AUG -9 Z023 April 25,2023 VILLAGE OF RYE BROOK BUILDING_D_DEPARTMENT Subject: Post Installation Approval Letter Job Number: 212R-028SAGA Client: JOSE SAGASTIZADO Address: 28 DIVISION ST,RYE BROOK,NY, 10573 Building Permit: BP 23-030 To Whom It May Concern The purpose of the review was to verify the installation is in conformance with the approved plan set and that any potential modifications from those plans meet the intent of the approved plan set. I certify that the PV racking system's attachments have been observed to be installed in conformance with the approved plan set. The installation complies with the code provisions listed below. -2020 NEW YORK STATE RESIDENTIAL CODE WITH 2O18 IRC/IBC/IEBC ASCE Version 7-16,NEC 2017,NDS 2018 •Basic Wind Speed V= 116 mph,Exposure:B •Ground Snow Load=30 Psf Digitally signed Sincerely, (�OF NE►yY y�P�0 KAIVJq °'Q,� by Humphrey K rS * Kariuki m 2 Date: 09545 �" 2023.04.25 0 Q, AR�FESSIONP�' 13:48:12 -04'00' Mighty Engineering Co 1 1708 Roxborough Rd Charlotte, NC 28211 1 (980)689.9776 1 info@mightyengineeringco.com • / Building Permit Check List&Zoning Analysis c t Address: L-6 0 SBL: Zone Use 2 `� Const Type: V ' Other. Submittal Date: '_ZV23 Revisions Submittal Dates: Applicant: c US \ Z , Nature of Work: Lx� Reviews:ZBA BOT• Other: NEED OK ( ) ( FEES:F' ' BP: C/O: Flood Plane: Legalization: O ( �A P: Dated: /Notarized / SBL: 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. ( ) ( ) SURVEY.Dated: Current: Archival Sealed: Unacceptable: ( ) GLANS:D Stamped Sealed; Copies y�� Electronic: N Other. ( ) ( License:. Workers Comp: � Liability: ✓ Comp.Waiver. Other. O ( 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.:_Batter)r_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. O O 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. ( ) ( ) Other ( RB mtg.date: approval• no : ( )ZBA mtg.date: approvaL• notes: ( )PB mtg.date: approval• notes: REQUIRED EXISITNG PROPOSED NOTES A Date: 7 2023 Circle: Fm Front: Fron Sides: fir. Main Cov Accs.Cov Ft.HS : Sd.H S : Tot.ImP: FG Imp: Paz ' Height/Stories: notes: RFEB EC EME BUILDING L��ARTMENT 2 3 2023 3D VILI:A/ok OF RYkBR' �OOK VILLAGE OF RYE BROOK 938 KnvG Sb&ET RYE BROOK,NY 10573 BUILDING DEPARTMENT (914)939=0668,nx("�939-5801 www rvgbroolc`ore 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: 28 Division St Date of Submission: Parcel ID#: Zone:,{ — Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: 8.510 KW PV SOLAR PANEL ROOF MOUNT MUST BE COMPLETED BY THE APPLICANT The following items must be submitted to the Building Q3) PANELS Department by the applicant-no exceptions. Trenching required: DC wire to be trenched 15 ft in concrete material 1. (X)Completed Application 2. (X)Two(2)sets of sealed plans. (one full size{maximum Property Owner: Jose Sagastizado allowable plan size=36"x 42") and one I I"xl7") 28 Division St 3. (X)Two(2)copies of the property survey. Address: 4. (X)Two(2)copies of the proposed site plan. Phone# 914-815-6083 5. (X)One electronic/disc copy of the complete Applicant appearing before the Board: application materials. 6. (X)Filing Fee. Joseph Guadagno 7. (X)Any supporting documentation. Address: 227 N RT 303 CONGERS NY 10920 8. (XX)HOA approval letter.(ifapplicable) 9. (X)Photographs. Phone# 385-352-4876 10.(X) Samples of finishes/color chart. (a sample board or ArchitectlEngineer: Humphrey H u ml h re Ka n1 a Ka ri u ki model may be presented the night of the meeting) Phone# 980-689-9776 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 Reviewreserves the right to refuse to hear any application not meeting the requirements contained herein. Swom to before me this Sworn to before me this q day of r , 2013 day of /-, , 20 ,c 3 l J7-� j , Signature of Prope Owner S ture o plicant Jose Sagastizado Joseph Guadagno Print Name of Property Owner Print Name of Applicant Notary Public Notary Publi =01SG6315056 RO NOTARY POF NEW YORK 056Quae CountyM Coms 11/17y2026 3/21/19 r � URCO) Village of Rye Brook ML MR � Agend FB SE v y Architectural Review Board Meeting ` Wednesday, March 15,2023 at 7:30 PM AC SF M �/•�� Village Hall,938 King Street J 1. ITEMS: 1.1. ARB23-008 (Consent Agenda) Gerardo Paico Eusebio&Libia Declet 493 Ellendale Avenue Rooftop solar array. 1.2. ARB23-015 (Consent Agenda) Blake Silverman&Alexa Silverman 18 Milestone Road Rooftop solar array. 1.3. ARB23-016(Consent Agenda) Jose Sagastizado&Noemi Sagastizado 28 Division Street Rooftop solar array 1.4. ARB23-017 (Consent Agenda) James Bogucki&Nicole Zillitto 300 South Ridge Street 3'high white vinyl fence and gates. 1.5. ARB23-018 (Consent Agenda) Greenway Close LLC 78 Greenway Close 4'high split rail fence w/black mesh. 1.6. ARB23-019 (Consent Agenda) Daniel Lyons&Michele Lyons 12 Country Ridge Circle 5'high white vinyl picket fence. 1.7. ARB23-020 (Consent Agenda) Scott Levy&Nicole Levy 42 Meadowlark Road 6'high white vinyl privacy fence and 4'high gates. n Consent Agenda Approvals: Motion ,�"L- Second �\L Abstention Aye;_ Nay; y Adjournment; Notes Page 1 of 3 Architectural Review Board March 15,2023 1.8. ARB23-013 David Richardson&Alexandra de Vaux Richardson 44 Rock Ridge Drive Rear patio,driveway,walkways and fence. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.9. ARB23-021 Win Ridge Realty LLC (BondVet) 164 South Ridge Street Illuminated sign. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.10. ARB23-022 Jamie Billington&Kara Billington 6 Bonwit Road Front and rear two-story addition,covered front porch,deck and interior alterations. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.11. ARB23-023 Ervin Gomez&Maria Gomez 59 South Ridge Street 2nd story addition over existing two car garage. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 2 of 3 Architectural Review Board March 15,2023 1.12. ARB23-024 Patrick Carroll 8 Oriole Place Rear deck,entry stoop repair,new railings,front door,windows above front door and siding. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes NEXT MEETING: April 19, 2023 Page 3 of 3 PREXOS `w SERIES 6 . ..... Monocrystalline Solar PV Modules, Bifacial, MBB, M6 Half-Cell, PREXOS VSMDHT.60.AAA.05 POWER OUTPUT WATT MAXIMUM EFFICIENCY'% POSITIVE POWER TOLERANCE WP CELLS(HALF CUT) 340 - 375 20 . 22 0 - +4 .99 M6 120 iEFFECTIVE GAIN OF 1% OF CELL ACTIVE AREA by using cylindrical tabbing wire Bypass diodes and innovative series- parallel connections enable the module to perform better in PARTIAL SHADOW CONDITIONS BETTER TOLERANCE TO MICRO CRACK Higher number of busbar makes the PV modules less prone to loss in efficiency due to micro-cracks. ® IMPROVED FIELD RELIABILITY due to — `1 1111 multiple contact points on the cell. SUPERIOR PRICE PERFORMANCE half-cut improves the output of the module without adding much to cost --- UP TO 15% POWER GAIN from ground� I, facing side -- INCREASED SHADE TOLERANCE -- HALF-CELL MODULE Functions like two parallel modules,enabling the half-cell string to work in partial shading SU5 - CERTIFIED SC E APPLICATIONS • On-grid large scale • On-grid rooftop Rooftop residential FRAME _. utility systems industrial and systems SILVER commercial systems BLACK BACKSHEET wMITE vikramsolar VSL/ENO/SC/261 I www.vikramsolar.com C R E A 1 iv G C-I M A-E r 0 R CHANGE vikramsolar T E C H NPREXOS SERIES 6 120CELLS,.- MB CREATING CLIMATE FOR CHANGE THIS DATASHEET IS APPLICABLE FOR: PREXOS VSMDHT.60.AAA.05 (AAA=340-375) Electrical Data"' Altdata refers to STC(AM 1.5.1000 W/rill,25°C) Dimensions nmm ,OCELLS�azl`iii Peak Power P_(0-+4.99Wp1 340 345i 350: 355 360 3651 370 s 375 34.7: 9 34.9 Maximum Voltage Via.IV) 34.5:: 34.6:: 34.6 i 34.7: 34.8 34. Maximum Current I.e.(A) 9.881 10.01 10.13:: 10.27: 10.41 10.53 10.65:: 10.75 Open Circuit Voltage V.1VI 40.6:: 40.7: 40.8 40.8:: 40.9: 41 41.1 41.1 Short Circuit Current 1.W 10.9: 11.01 11.13;: 11.25:: 11.35:: 11.45: 11.551 11.65 a Module Efficiency q(%) 18.34:: 18.61: 18.88: 19.14:: 19.41 19.681 19.95: 20.22 11 STC:I ODD W/m'.nmd-,25-C WL Ai".1-cme,n to E.60901-3.121 P--m-,ync.rlunly is with..•/-2%. Electrical Parameters at NOCT3 Power K 251.6: 255.3 259 262.7 266.4 270.1 273.8: 277.5 V@P_M 31.9:: 32: 32; 32.1 32.1 32.2 32.2 32.2 I@P_(A) 7.9:: 8.01 8.1 8.22: 8.33 8.42: 8.52:: 8.6 V.M 37.9: 38: 38.1 i 38.1 38.2. 38.31 38.4: 38.4 1.[A) 9.931 10.03: 10.14: 10.25:; 10.34: 10.43:: 10.52 10.61 BACK VIEW SIDE VIEW Equivalent Bifaciat Output BifaciaL Gain L 5% 357 362.25 367.5 372.75 378 383.25 388.5 393.75 10% 374 379.5 385 390.5 396 401.5 407 412.5 15% 391 396.75 402.5 408.25 414 419.75 i 425.5 431.25 Temperature Coefficients(TC)permissibieo perating conditions SHORT FRAME UCINGFR;AME TIC of Open Circuit Voltage(Al -0.27%/*C Tic of Short Circuit Current 1a) 0.050%/-C Typical I-V Curves` Tc of Power(y I -0.35%/'C Maximum System Voltage 1500V NOCT 45°C t 2°C Temperature Range -60°C to+85°C Mechanical Data Length x Width x Height 1766 1050 x 35mm(69.53 x 41.34 x 1.38 inches) Weight :;20.3 Kg 144.75 lbs) -NW M Junction Box OP68,Split Junction Box with individual bypass diodes Cable&Connectors' N S1211 I v/eMlermina"and 300 mml-ve terminal)length cables,MC4 I m'+ mm m .ro C C,om I tible 4 Connectors at p mp- C F IS C Performance Warranty Application Class AlSafetyclasslil Superstrate 3.2 mrn(0.125 inches)high transmission tow iron tempered glass,AR coated C"k i6C Mono-PERC(120 half-cells) Back Sheet tHigh Transmittlems Composite film with Clear Tedlar4ii from Dupont® Frame :Anodized aluminium frame with twin watt profile Encapsulant :Potyotefin(POE) Mechanical Load Test 15400 Pa(Snow load),2400 Pa Mind load) -- i - --- Maximum Series Fuse Rating 20 A Packaging Information Warranty and Certifications Quantity/Pallet 31 Product Warranty- 12 years Pallets/Container 140'HCI 26 Performance Linear Power Warranty for 27 years with 2%for 1st year degradation and 0.55% Quantity/Container(40*HC) 806 Warranty- from year 2 to year 27 --- •Jul IN ce,i ena.r prolms. Approvals and IEC 61215:2016.IEC 61730:2016,IEC 61701,IEC 62716,IEC 60068-2-68^,IEC R.Iw 1.Via-Se--.1y-niaml ft,r -d-&-. Certificates 62804, CEC(California).UL 61215,UL61730,CAN-CSA,CE A01i 11 5.75-heal,1000mm 139.37-heii).Into-(47.24-haslmbte Lengths am also CAUTION:READ SAFETY AND INSTALLATION MANUAL BEFORE USING THE PRODUCT. Specifications included in this clatashevt are subject to change without notice.Electrical data without guarantee.Please confirm your exact requirement with the company representative white placing your order. -Viknam Solar&Pri and the accompanying Logos are trademarks of Vilram Solar Limited registered in India. saLes@vikramsolar.com * www.vikramsotar.com VSL/ENG/SC/261 Single Phase Energy Hub Inverter with Prism Technology 0 For North America SE3000H-US / SE380OH-US / SE6000H-US / SE760OH-US / m SE10000H-US / SE11400H-USA1' 00 T12-�25 > YEAR 'L:7� r) 7; • C © solar-..'.'.'.' ,�,��,�. • V . • O O • Optimized battery storage with HD-Wave technology / Record-breaking 99%weighted efficiency with Multi-inverter,scalable storage solution 200%DC oversizing / With enhanced battery power up to 10kW / Small,lightweight,and easy to install / Integrated arc fault protection and rapid shutdown for NEC 2014,NEC 2017 and NEC 2020,per article / Modular design,future ready with optional 690.11 and 690.12 upgrades to: / DC-coupled storage for full or partial home backup / Embedded revenue grade production data,ANSI / Built-in consumption monitoring C12.20 Class 0.5 / Direct connection to the SolarEdge smart EV charger solaredge.com solar Single Phase Energy Hub Inverter with Prism Technology For North America SE3000H-US/SE380OH-US/SE6000H-US/SE7600H-US/SE10000H-US/ SE11400H-US(') SE300OH-US ,,,, OUTPUT-AC ON GRID Rated AC Power 3000 3800 @ 240V 6000 @ 240V 7600 10000 11400 @ 240V W 3300 @ 208V 5000 @ 208V 10000 @ 208V Maximum AC Power Output 3000 3800 @ 240V 6000 @ 240V 7600 10000 11400 @ 240V W 3300 @ 208V 5000 @ 208V 1 10000 @ 208V AC Frequency Range(min-nom-max) 59.3-60-60.5111 Hz Maximum Continuous Output Current @240V 125 16 25 1 32 42 47.5 A Maximum Continuous Output Current @208V 16 24 1 - 48.5 A GFDI Threshold 1 A Total Harmonic Distortion(THD) <3 % Power Factor 1,adjustable-0 85 to 0.85 Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Charge Battery from AC(if allowed) Yes Typical Nighttime Power Consumption <2.5 W OUTPUT-AC BACKUP) Rated AC Power in Backup Operation"' 3000 7600*8 6000 10 00` 10000 10300 W AC L-L Output Voltage Range in Backup 211-264 Vac AC L-N Output Voltage Range in Backup 105-132 Vac AC Frequency Range in Backup(min-nom-max) 55-60-65 Hz Maximum Continuous Output Current in Backup Operation 12 5 32 25 43 42 43 A GFDI 1 A THD <5 % OUTPUT-SMART EV CHARGER AC Rated AC Power 9600 W AC Output Voltage Range 211-264 Vac On-Grid AC Frequency Range(min-nom-max) 59.3-60-60.5 Hz Maximum Continuous Output Current @240V(grid,PV and battery) 40 Aac INPUT-DC(PV AND BATTERY) Transformer-less,Ungrounded Yes Max Input Voltage 480 Vdc Nom DC Input Voltage 380 Vdc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600kQ Sensitivity INPUT-DC(PV) Maximum DC Power @ 240V 6000 15200' 12000 22800 22000 22800 W Maximum DC Power @ 208V - 6600 10000 - - 20000 W 10.5 20 Maximum Input Current"'@ 240V 8.5 20, 16.5 31, 27 31 Adc Maximum Input CurrentO)@ 208V - 9 13.5 27 Adc Max.Input Short Circuit Current 45 Adc Maximum Inverter Efficiency 99 99.2 % CEC Weighted Efficiency 99 99 @ 240V % 98.5 @ 208V 2-pole Disconnection Yes ` Supported with PN SExiinH-USMMxxxxxx or SExcxcH—USMNxxxxxx (1)These xxx specifications apply to inverters with part numbers SExxxxH—USSMxxxxx or SExxxxH—USSNxxx and connection unit model number DCD—IPH—US-PxH-F-x (2)For other regional settings please contact SolarEdge support (3)Not designed for standalone applications and requires AC for commissioning.Backup functionality is only supported for 240V grid (4)Rated AC power in Backup Operation are valid for installations with multiple inverters.For a single backup inverter operation,rated AC power in Backup is 90%of the value stated (5)A higher current source may be used;the inverter will limit its input current to the values stated Single Phase Energy Hub Inverter with Prism Technology For North America SE3000H-US/SE380OH-US/SE6000H-US/SE7600H-US/SE10000H-US/ SE11400H-US(') 111 :ll .11l .11 llllSE1140OH-US UNITS Supported Battery Types SolarEdge Energy Bank,LG RESU Prime"" Number of Batteries per Inverter Up to 3 SolarEdge Energy Bank,up to 2 LG RESU Prime Continuous Power" 6000 7600 10000 W Peak PowerO 6000 1 7600 10000 W Max Input Current 16 1 20 26.5 Adc 2-pole Disconnection Yes SMART ENERGY CAPABILITIES Consumption Metering Built-infB1 Backup&Battery Storage With Backup Interface(purchased separately)for service up to 200A;Up to 3 inverters EV Charging Direct connection to Smart EV charger ADDITIONAL FEATURES Supported Communication Interfaces RS485,Ethernet Cellular(l),Wi-Fi(opbonal),SolarEdge Energy Net(optional) Revenue Grade Metering,ANSI C12.20 Built-in" Integrated AC,DC and Communication Connection Unit Yes Inverter Commissioning With the SetApp mobile application using built-in Wi41 Access Point for local connection DC Voltage Rapid Shutdown(PV and Battery) Yes,according to NEC 2014,NEC 2017 and NEC 2020 690.12 STANDARD COMPLIANCE Safety UL1741,UL1741 SA,UL1741 PCS,UL1699B,UL1998,UL9540,CSA 22.2 Grid Connection Standards IEEE1547,Rule 21,Rule 14H Emissions FCC part 15 class B INSTALLATION SPECIFICATIONS AC Output and EV AC Output Conduit Size/AWG Range 1"maximum/14-4 AWG DC Input(PV and Battery)Conduit Size/AWG Range 1"maximum/14-6 AWG 17.7 x 14.6 x 6.8/ 450 x 370 x 174 Dimensions with Connection Unit(H x W x D) 17.7 x 14.6 x 6.8/450 x 370 x 174 17.7 x 14.6 x 6.8/ 11.1 x 14.6 x 6.8/4S0 x 370 x 174 in/mm 450 x 370 x 174a Weight with Connection Unit 26/11.8 26/11. .7• 30.2/13.7 lb/k 30.2/13 g Noise <25 <<25 25 <25 <50 dBA Cooling Natural Convection Operating Temperature Range -40 to+140/-40 to+60") -F/-C Protection Rating NEMA 4 (6)The part numbers SExxxxH-USxMxxxxx only support the SolarEdge Energy Bank.The part numbers SExxxxH-USxNxxxxx support both SolarEdge Energy Bank and LG RESU Prime batteries Requires supporting inverter firmware (7)Discharge power is limited up to the inverter rated AC power for on-grid and backup applications (8)For consumption metering current transformers should be ordered separately.SECT-SPL-225A-T-20 or SEACT0750-40ONA-20 units per box,Revenue grade metering is only for production metering (9)Information concemirlg the Data Plan's terms&conditions is available in the following link. https,/A w .solaredge.canVsites/defauhAleVse-comrrunicaton-plan-terms-and-conditions-eng,pdf 00)Full power up to at least 50'C/122'F;for power de-rating information refer to https://www solaredge com/swVdefauh/fileVse-temperature-derating-rate-na.pdf C SolarEdge Techriobg,es Inc.All rights reserved.SOLAREDGE.Me SolarEdge logo,OPTIMIZED BY SOLAREDGE we trademarks or registered trademarks of SolarEdge Technolog,n Inc R o H S Alothertrademarksmenlianed heren are trademarks of the respectivewmers.Date:06/2021 DS-000D31-15-NAM.SubjM to charge without entice. §§ \ § N \ � $ / ) 2 a4IIIII £ E S ® E ! M§ / \ � -& 2 Ln f § k LU � « E z . L = » � § « ` / § � �( ; ao� ! 03( �\ & § !£R / 2� ®® :5 mot/ � Ica ° �)ƒ ( \(k { ¢ .; R k )/ o / k k § / !2 ce / ¢ 2/ )7 0 �z \2 7C) ul z § co )§ 2 ° � § \ w LU ¥ § > k / k � s ■ o ! , § § / ( $ ! § § § & | 2 ° z o of$ Ne || § § ( a� ■ / � § )§§$ < Ul» } [ § � / th cc z @ \ i � � m{ a2 CL L§ k ~ (/ zLD B »J\ m )) D x ~ cb k) § § 0 sunrun Sunrun Installation Services LLC 227 N Route 303, Suite 101 Congers, NY 10920 1.885.4SUNRUN Sunrun.com Name: Jose Sagastizado Street Address: 28 Division St City, State and Zip: Rye Brook, NY, 10573 Phone: 914-815-6083 Email: jasagastizado22@gmail.com Joseph Guadagno 227 N Route 303, Suite 101 Congers, NY 10920 385-352-6895 Joe.Guadagno@Sunrun.com AUTHORIZATION LETTER FOR THE STATE OF NEW YORK DEPARTMENT OF BUILDING APPLICATION AND PERMITTING FORMS To Whom it may concern: This letter is to inform that I,Jose Sagastizado, hereby authorize Sunrun, to act and sign on my behalf regarding the authorization to apply and receive for all Building department applications and permitting forms only. This authorization letter is valid for one year from the date it was issued, after which, it becomes null and void. After that I will be able to attend to my affairs personally. If any clarification of verification is needed, please do not hesitate to contact me by Phone: 914-815-6083 or email: jasagastizado22CcDamail.com I give full consent in regard to this authorization with respect to the guidelines covered by the State of New York, and the applicable Building Department(s), applications and permit forms. Sincerely, Name: Jose Sagastizado Signature: J Date: Owl Name: Joe Guadagno Signature: Date: .� \ NOTARY PUBLIC,STATE OF NEW YORK No,01SG6315056Qualified in y M ommiss n Ex a ies 11/17y2026 M V Y N N Z c 1 N L.L i LLJ w z U m N o Q W LLJ (� NH mQ w � 0 Z (n gymN/ L LJ Fn M L.L O w > o � Q Q a l II ) 9 law • ;Y. r�. lil i h � `1 ' t 1 •y 1 " �r t 1, •� 1 r• -.v it '• . •fry. � � ��•. ��,� '.fib I ,t y .r ( w i It • �'Y -` 'j° t' ' J\FRMIGHTY EINIGINEEPING CO. FEB 2 3 2023 VILLAGE OF RYE BROOK February 16,2023 BUILDING DEPARTMENT RE: CERTIFICATION LETTER Project Address: SAGASTIZADO RESIDENCE 28 DIVISION ST RYE BROOK,NY, 10573 Design Criteria: Applicable Codes=2020 NYSBC,2020 NYSRC,ASCE 7-16 and 2018 NDS Risk Category=II Wind Speed= 116 mph,Exposure Category B,Partially/Fully Enclosed Method Ground Snow Load=30 psf ROOF AR-01:2 x 6 @ 16"OC,Roof DL=8 psf,Roof LUSL=23 psf(Non-PV),Roof LUSL=21.9 psf(PV) ROOF AR-02:2 x 6 @ 24"OC,Roof DL=10 psf,Roof LUSL= 18 psf(Non-PV),Roof LUSL=9.6 psf(PV) To Whom It May Concern, A structural evaluation of loading was conducted for the above address based on the design criteria listed above. Existing roof structural framing has been reviewed for additional loading due to installation of PV Solar System on the roof.The structural review applies to the sections of roof that is directly supporting the solar PV system. Based on this evaluation,I certify that the alteration to the existing structure by installation of the PV system meets the prescriptive compliance requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally,the PV module assembly including attachment hardware has been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed the requirements set forth by the referenced codes. Sincerely, F NEW y Digitally signed by , KAN� - * Humphrey K Kariuki mN. Date: 2023.02.16 09545� ARC;Essl P� 08:09:00 -05'00' Mighty Engineering Co ( 1708 Roxborough Rd Charlotte,NC 2S211 1 (990)689.9776 1 info@mightyengineeringco.com pS 1 of 7 EH MIGHTY ENGINEERING Co. RESULTS SUMMARY SAGASTIZADO RESIDENCE,28 DIVISION ST,RYE BROOK,NY, 10573 MOUNTING PLANE STRUCTURAL EVALUATION MOUNTING PLANE ROOF PITCH(de ) RESULT GOVERNING ANALYSIS ROOF AR-01 13" MEMBER ANALYSIS ROOF AR-02 45' IEBC IMPACT CHECK Limits of Scope of Work and Liability: The existing structure has been reviewed based on the assumption that it has been originally designed and constructed per appropriate codes. The structural analysis of the subject property is based on the provided site survey data. The calculations produced for this structure's assessment are only for the roof framing supporting the proposed PV installation referenced in the stamped plonset and were made occordina to generally recognized structural analysis standards and procedures.Ali PV.m.odules.racking and attachment components shall be designed and installed per manufactures approved guideline_ and specifications. These plans are not stomped for water leakage or existing damage to the structural component that was not accessed during the site survey.Prior to commencement of work, the PV system installer should verify that the existing roof and connections ore in suitable condition and inspect froming noted on the certification letter and in the Engineer of Record of any discrepancies prier to installation. The installer should also check for onv damages such as water damage, crocked framing. etc. and inform the Engineer of Record of existing deficiencies which are unknown and/or were not observable during the time of survey and hove not been included in this scope of work. Any change in the scope of the work shall not be accepted unless such change,addition,or deletion is approved in advance and in writing by the Engineer of Record. Mighty Engineering Co 1 1708 Roxborough Rd Charlotte,NC 2S211 1 (980)689.9776 1 info@rn ightyengineeringco.corn pg 2 of 7 RIn MIGHTY LOAD CALCULATION R I ENGINEERING CO. ROOF AR-01 SAGASTIZADO RESIDENCE,28 DIVISION ST,RYE BROOK,NY,10573 PV SYSTEM DEAD LOAD(PV-DL) PV Module Weight = 2.50 psf Hardware Assembly Weight = 0.50 psf Total PV System Dead Load PV-DL= 3.00 psf ROOF DEAD LOAD(R-DL) Existing Roofing Material Weight Composite Shingle Roof 1 Layer(s) = 2.50 psf Underlayment Weight = 0.50 psf Plywood/OSB Sheathing Weight = 1.50 psf Framing Weight 2 x 6 @ 16 in.O.C. = 1.72 psf No Vaulted Ceiling = 0.00 psf Miscellaneous 1 1.50 psf Total Roof Dead Load R-DL= 7.70 psf REDUCED ROOF LIVE LOAD(Lr) Roof Live Load L.= 20.00 psf Member Tributary Area A, <200 ft2 ROOF AR-01 Pitch 13°or 3/12 Tributary Area Reduction Factor Rl= 1.00 Roof Slope Reduction Factor RZ= 1.00 Reduced Roof Live Load,L,=Lo(RI)(R2) Lr= 20.00 psf SNOW LOAD Ground Snow Load pg= 30.00 psf Effective Roof Slope 13' Snow Importance Factor IS= 1.00 Snow Exposure Factor CQ= 1.00 Snow Thermal Factor Ct= 1.10 Minimum Flat Roof Snow Load Pf-min= 20.00 psf Flat Roof Snow Load pf= 23.10 psf SLOPED ROOF SNOW LOAD ON ROOF(Non-Slippery Surfaces) Roof Slope Factor Cs-roof= 1.00 Sloped Roof Snow Load on Roof p�,,Of= 23.10 psf SLOPED ROOF SNOW LOAD ON PV PANEL(Unobstructed Slippery Surfaces) Roof Slope Factor C; ,= 0.95 Sloped Roof Snow Load on PV Panel ps_ = 21.90 psf Mighty Engineering Co 1 1708 Roxborough Rd Charlotte,NC 2S211 1 (990)689.9776 1 info@mightyengineeringco.com pg 3 of 7 RIn MIGHTY WIND UPLIFT CALCULATION i I ENGINEERING CO. ROOF AR-01 SAGASTIZADO RESIDENCE,28 DIVISION ST,RYE BROOK,NY,10573 SITE INFORMATION Ultimate Wind Speed(mph)= 116.00 mph Roof Pitch(deg.)= 13° Risk Category= II Roof Type= Gable Exposure Category= B Kd= 0.85 Mean Roof Height= 23.00 ft K,= 1 Solar Array Dead Load=1 3.00 psf I K,=1 0.65 DESIGN CALCULATIONS Wind Velocity Press.(qh)=0.00256'K,`K,*Kd'Ke*V = 19.01 psf a(ft)= 4.50 Array Edge Factor(yE)= 1.50 Solar Array Pressure Eq.Factor(ya)= 0.60 Hardware Type: RL UNIVERSAL Allowable Load= 655.00 Ibs SPF,2.5"lag embedment Max.X-Spacing(Zone 1&2e) 5.40 ft Effective Wind Area Max.Y-Spacing(Zone 1&2e) 3.41 ft 18.41 ft' Max.X-Spacing(Zone 2n-3e) 5.40 ft Effective Wind Area Max.Y-Spacing(Zone 2n-3e) 3.41 ft 18.41 ft' Max.X-Spacing(Zone 3r) 5.40 ft Effective Wind Area Max.Y-Spacing(Zone 3r) 3.41 ft 18.41 ft' ROOF ZONE GC - UPLIFT UPLIFT PRESSURE PULLOUT FORCE 1&2e -2.00 -18.78 psf 345.83 Ibs 2n-3e -2.62 1 -25.15 psf 463.18 Ibs 3r -3.12 1 -30.31 psf 558.10 Ibs NOTE: •Wind calculation is based on ASCE 7-16,29.4-C&C,LC N7:0.6D+0.6W is used. Mighty Engineering Co 1 1708 Roxborough Rd Charlotte,NC 25211 1 (990)689.9776 1 info@mightyengineeringco.com pg 4 of 7 MIGHTY LOAD CALCULATION rNFAENGINEERING CO. ROOF AR-02 SAGASTIZADO RESIDENCE,28 DIVISION ST,RYE BROOK,NY, 10573 PV SYSTEM DEAD LOAD(PV-DL) PV Module Weight = 2.50 psf Hardware Assembly Weight = 0.50 psf Total PV System Dead Load PV-DL= 3.00 psf ROOF DEAD LOAD(R-DL) Existing Roofing Material Weight Composite Shingle Roof 1 Layer(s) = 2.50 psf Underlayment Weight = 0.50 psf Plywood/OSB Sheathing Weight = 1.50 psf Framing Weight 2 x 6 @ 24 in.O.C. = 1.15 psf Vaulted Ceiling Weight = 3.00 psf Miscellaneous I = 1.50 psf Total Roof Dead Load R-DL= 10.10 psf REDUCED ROOF LIVE LOAD(Lr) Roof Live Load Lo= 20.00 psf Member Tributary Area A, <200 ft2 ROOF AR-02 Pitch 45°or 12/12 Tributary Area Reduction Factor R1= 1.00 Roof Slope Reduction Factor Rz= 0.60 Reduced Roof Live Load,I,=Lo(Rl)(RZ) L,= 12.00 psf SNOW LOAD Ground Snow Load pg= 30.00 psf Effective Roof Slope 45` Snow Importance Factor IS= 1.00 Snow Exposure Factor Ce= 1.00 Snow Thermal Factor C,= 1.10 Minimum Flat Roof Snow Load pf-min= 20.00 psf Flat Roof Snow Load pf= 23.10 psf SLOPED ROOF SNOW LOAD ON ROOF(Non-Slippery Surfaces) Roof Slope Factor Cs.oaf= 0.77 Sloped Roof Snow Load on Roof ps_,00f= 17.80 psf SLOPED ROOF SNOW LOAD ON PV PANEL(Unobstructed Slippery Surfaces) Roof Slope Factor C,_ ,= 0.42 Sloped Roof Snow Load on PV Panel p,_ = 9.60 psf Mighty Engineering Co 1 1708 Roxborough Rd Charlotte,NC 28211 1 (980)689.9776 1 info@mightyengineeringco.com pg 5 of 7 FAn MIGHTY IEBC IMPACT CHECK i A ENGINEERING CO. _. ROOF AR-02 SAGASTIZADO RESIDENCE,28 DIVISION ST,RYE BROOK,NY,10573 EXISTING WITH PV PANEL Roof Dead Load(DL)= 10.10 13.10 psf Roof Live Load(Lr)= 12.00 0.00 psf Roof Snow Load(SL)= 17.80 9.60 psf EXISTING WITH PV PANEL (DL+Lr)/Cd= 17.68 14.56 psf (DL+SL)/Cd= 24.26 19.74 psf Maximum Gravity Load= 24.26 19.74 psf Load Increase(%)_ -18.64% OK IEBC Provision:1 2018 The requirements of section 806.2 of 2018 IEBC are met and the structure is permitted to remain unaltered. Mighty Engineering Co 1 1708 Roxborough Rd Charlotte,NC 2S211 1 (930)689.9776 1 info@mightyengineeringco.com pg 6 of 7 n�MIGHTY WIND UPLIFT CALCULATION R I ENGINEERING CO. _... ROOF AR-02 SAGASTIZADO RESIDENCE,28 DIVISION ST,RYE BROOK,NY,10573 SITE INFORMATION Ultimate Wind Speed(mph)= 116.00 mph Roof Pitch(deg.)= 45' Risk Category= II Roof Type= Gable Exposure Category= B Kd= 0.85 Mean Roof Height= 15.00 ft Kai= 1 Solar Array Dead Load= 3.00 psf KZ=1 0.57 DESIGN CALCULATIONS Wind Velocity Press.(qh)=0.00256*Kz*Kz1*Kd*Ke*V = 16.83 psf a(ft)= 4.50 Array Edge Factor(yE)= 1.50 Solar Array Pressure Eq.Factor(Val= 0.60 Hardware Type: RL UNIVERSAL Allowable Load= 655.00 Ibs SPF,2.5"lag embedment Max.X-Spacing(Zone 1-2r) 6.00 ft Effective Wind Area Max.Y-Spacing(Zone 1-2r) 3.41 ft 20.46 ft' Max.X-Spacing(Zone 2n&3r) 6.00 ft Effective Wind Area Max.Y-Spacing(Zone 2n&3r) 3.41 ft 20.46 ft' Max.X-Spacing(Zone 3e) 6.00 ft Effective Wind Area Max.Y-Spacing(Zone 3e) 3.41 ft 20.46 ft' ROOF ZONE GC - UPLIFT UPLIFT PRESSURE PULLOUT FORCE 1-2r -1.49 -12.26 psf 250.81 Ibs 2n&3r -1.76 -14.73 psf 301.37 Ibs 3e -2.18 -18.53 psf 379.09 Ibs NOTE: •Wind calculation is based on ASCE 7-16,29.4-C&C,LC t17:0.6D+0.6W is used. Mighty Engineering Co 1 1708 Roxborough Rd Charlotte,NC 2S211 1 (980)689.9776 1 info@mightyengineeringco.com pg 7 of 7 COMPANY PROJECT WoodWorksMIGHTY ENGINEERING CO. JOSE SAGASTIZADO STRUCTURAL ENGINEERS ROOF AR-01 SOFTWARE FOR WOOn OFSILN Feb. 16, 2023 12:16 Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End PV-DL Dead Full Area No 3.00 (24.0") psf R-DL Dead Full Area No 7.70 (24.0") psf SNOW Snow Full Area Yes 23.10 (24.0") psf ,Self-weight Dead Full UDL No 2.0 if Maximum Reactions (lbs) and Bearing Lengths (in) — 12.316' - 0' 2.1' 11.563' Unfactored• Dead 169 117 Snow 326 234 Factored: Total 495 351 Bearing: Length 5.50 5.50 Min req'd 0.42** 0.50* "Minimum bearIng len th settin used: 1/ "for end supports "Minimum bearing length governed by the required width of the supporting member. ROOF AR-01 Lumber-soft, D.Fir-L, No.2, 2x6 (1-1/2"x5-1/2") Supports:All-Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0"c/c; Total length: 12.44'; Clear span(horz): 1.875', 9.188';Volume =0.7 cu.ft.; Slope: 13.0 deg Lateral support:top=continuous, bottom =at supports; Repetitive factor: applied where permitted (refer to online help); This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 54 Fv' = 207 psi fv/Fv' = 0.26 Bending(+) fb = 1165 Fb' = 1547 psi fb/Fb' = 0.75 Bending(-) fb = 246 Fb' = 1264 psi fb/Fb' = 0.19 Deflection: Interior Live 0.25 = L/469 0.49 = L/240 in 0.51 Total 0.43 = L/271 0.65 = L/180 in 0.66 Cantil. Live -0.17 = L/155 0.22 = L/120 in 0.77 Total -0.28 = L/92 1 0.29 = L/90 I in 1 0.97 F-1 I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN ROOF AR-01 WoodWorks®Sizer 2023 Page 2 Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code(IBC 2021)and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. `Kit►>�'S � '�I�s i� ` MIi 0 i X O a N � 00 c G C E �i�s�► ' ` u � U ` 0 W L V W H o cn I� a co co Rection CJ J = Z Z E�� LU V Q W S h y 30 mom 0 ' z "' 8 i 41 E 2 � ; O � L Z � �Y•� i' SUNRINC-02 LWANG2 Ac'oRO CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) `164� 8/31/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER License#OC36861 CONTACT Walter Tanner NAME: Alliant Insurance Services,Inc. PHONE FAX 560 Mission St 6th FI (ac,No,Ezt): (A/C,No): San Francisco,CA 94105 E-MAIL Walter.Tanner@alliant.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Evanston Insurance Company 35378 INSURED INSURER B:James River Insurance Company 12203 Sunrun South,LLC and SnapNrack,Inc INSURER C:American Zurich Insurance Company 40142 775 Fiero Lane,Suite 200 INSURER D: San Luis Obispo,CA 93401 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLIIN DCY NUMBER POLICY EFF POLICY EXP LIMITS LTRA X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE X OCCUR X MKLV5ENV103749 10/1/2022 10/1/2023 DAMAGE SET RENTEDncel. . $ 1,000,000 PREMED EXP(Any one person) S 5,000 PERSONAL h ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY X JjECT LOC PRODUCTS-COMPIOP AGG $ 2,000,000 X OTHER:Retention:$100,000 Per Project Agg $ 5,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) _ S ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS SSyy BODILY INJURY(Per accident) $ AUTLDS ONLY AUTOS ONLDY PROPERTY accident)AGE S B UMBRELLALIAB X OCCUR EACH OCCURRENCE $ 4,000,000 X EXCESS LIAR CLAIMS-MADE 001072261 1011/2021 10/1/2022 AGGREGATE $ 4,000,000 DED RETENTION$ $ Ci WORKERS COMPENSATION PER AND EMPLOYERS'LIABILITY Y/N X STATUTE H TUTE ER W C614287601 10/1/2022 10/1/2023 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE N NIA E.L.EACH ACCIDENT $ ( andatoryFFICER/MEMBER EXCLUDED?in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 Ii yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation Policy WC614287601 Deductible:$1,000,000. Village of Rye Brook is included as Additional Insured on General Liability policy only where required by written contract with respects to work performed by or on behalf of the Named Insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Rye Brook THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 9 Y ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street Rye Brook,NY 10573 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Work ' YORK ers CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured Sunrun Installation Services Inc. (415)946-7500 225 Bush Street,Suite 1400 1c.NYS Unemployment Insurance Employer Registration Number of San Francisco,CA 94104 Insured 50-86426 4 Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 77-0471407 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) AMERICAN ZURICH INSURANCE COMPANY 3b.Policy Number of Entity Listed in Box"l a" Village Of Rye Brook WC 6142876-01 938 King St Rye Brook,NY 10573 3c.Policy effective period inmvgngg to fn/nvgngs 3d.The Proprietor,Partners or Executive Officers are ❑ included.(Only check box if all partners/officers included) ❑X all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box "3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Mark Albi (Print name of authorized �representative or licensed agent of insurance carrier) Approved by: �4�l e" 10-01-2022 (Signature) (Date) Title: VP/Underwriter Telephone Number of authorized representative or licensed agent of insurance carrier: (415)335-6493 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Tuesday, April 4, 2023 2:26 PM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 04/04/2023 14:20 To: VIL RYE BROOK PRIMARY Transmitted: 04/04/2023 14:25 00001 Ticket: 04043-001-854-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 28 To: Name: DIVISION ST Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: WITHIN 5FT. PERIMITER HOME FOUNDATION NearSt: WESTCHESTER AVE & BOWMAN AVE Means of Excavation: HAND TOOLS Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: INSTALL GROUND ROD Estimated Work Complete Date: 04/17/2023 Depth of excavation: 8 FEET Site dimensions: Start Date and Time: 04/17/2023 07:00 Must Start By: 05/01/2023 ------------------------------------------------------------------------------ Contact Name: JORGE MINOR Company: SUNRUN, CONGERS Addrl: 227 NY RT 303 Addr2: City: CONGERS State: NY Zip: 10920 Phone: 845-270-8887 Fax: Email:jorge.minor@sunrun.com Field Contact: JORGE MINOR Alt Phone: 845-270-8887 Email:Jorge.minor@sunrun.com Working for: HOMEOWNER ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA AT&T CONED MCI SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR i z < T r < -n m O � z C m n K K n n D T < -u < < < m < m < D D , T o0 cn w c� N - m 00�000� rn _ O X r- D Z D < 0 r- x D D T = O T O c m x m 0 Z n z O - z m K D z z -i m m X m m z m m X � o 55 m 0 O D N D X n D r m D K -� � rn � o � n D r c O < o o cn D w m z � m O n cn < O � � cn _{ z c� -I c v O cn c -� = D c X D m m m rn O m m m o D - X p D o � m rn O � X Z Oz 0 � � G) m m? 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