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HomeMy WebLinkAboutBP22-153 Qj t`4 ti4�� 'YGG p�jy tcL�uJJ V C 4 Ct` J L�'4 W� 40A anni(lQ1LGS at* VILLAGE OF RYE BROOD 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 Michael J. Izzo Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE December 8,2022 Joshua Hartman&Bryn Hartman 4 Birch Lane Rye Brook,New York 10573 Re: 4 Birch Lane, Rye Brook,New York 10573 Parcel ID#: 135.42-1-5.36 Building Permit#22-153 issued on 8/19/2022 for a Rooftop Solar Array This certifies that the rooftop solar array,installed under the above captioned permit has been satisfactorily completed. Sincerely, Michael J. Izzo Building&Fire Inspector /to D crJ�� NOV 2 2 2022 ..i �t For office a al BU1LD�rfl;`t)})E� TMENT PERMIT# - - VILLAGE OF' RYEF3ROOK VIL 1!of RvE O KIssurn: BUIDN 938 KING STtEw K_ Fl YoRc 10573 Dnrr�: Fe:r 04)93 4)66 �PAID p o Ido r 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 FI11AL INSPECTIO11 ............•..........•........•..........•..•.•••.•..•..•..•.I••..••.••...••.......•.•..•.••...•••..............•..•........ Address: BlrcC \ UN��1 ZCOL � 165_1j Occupancy/Use- ( ^ Parcel ID#:_ Zone: Owner: Address: Blest L" t0� P.E./R.A.or Contractor: !/�y U��/ ��(� . Address:Sty R jk-. /_ two Person in responsible charge: l (,yht,6M-Y Address:SLS—Q"("P►-t-/{/l/ p�b�Q i j�1.6457A3 Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance or a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF_NEW r�Y�ORK,COUNTY OF WESTCHESTER as: ` J AN V�rY0 being duly sworn,deposes and says that he/she resides at C-ZC— P-Oic" A"a_ (Print Name of Appl icanl) ��� (No and Street) In in the Coup of ( tywek�l in theSt2teof that Citylrown/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:$ c�jk for the construction or alteration of: To IvustaLLRzio- op anrAy-ral 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 belief,the structure/work 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-IO.A.of the Code of the Village of Rye Brook. Sworn to before me this 2c)th Sworn to before me this day of N0VFM'9ER. 2022 day of 'W'W , 2(i2-- Signatur P city a Si rue of Applicant oS u Print Name • (honer Print Name-QtApplicunt Notary Public,Statu of New York LU)Public No.02E3Ur3 t 32078 Ouelihad in Kings County Commission EApiresAug.22,20.)-1, M yt Christine Shauy,;,,l,r Notary Public,Stale of connecticul My Commis ion Expires 08131-2026 Q�E BRC��. 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR SSISTANT 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 - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: \ DATE: PERMIT# - ISSUED:"�k� CT:--)]�2BLOCK: LOT: -7- 3" LOCATION: �V� \� ` OCCUPANCY: -7 ❑ VIOLATION NOTED THE WORK IS... Er ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION / REQUIRED ❑ FOOTING ❑ 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 0:'54INAL ❑ OTHER s ■ x Lin N O . _ �1 N Cal \ v N 0� o,a� u ` ono 94 °!° a. (� ■ vy ca O y C I..t ■ CZ ® Q = �L c o a a � � O `d '� pq•� C W � + a M Z. C � . a I x av Coo � `en e CA may y A . ■ 41 � lv�lpNp as u • �°`�J W z Ey �O Ay q U ce u q 0 iva v` ��jj o b z 0 Q u cy i� oo J M P v oo W W C W A � � � Cl) 24 N i �•/ � p o z to F c p o o ° � a � y .N z W W © Off^ ° 'o A W z C q a BUIL TMENT ® � It �W V GE OF RY OOK 938 KING EET RYE Bla ,NY 10573 JUL 21 2022 9 4 9- r VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: Approval Date: AUG 1 2Q22 rmit Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Date: BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: Application Fee:YO Permit Fem t�i• y APPLICATION TO INSTALL PHOTOVOLTAIC SOLAR ARRAY Application datcd: J —Q)! — 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 described below. p j 1. Job Address: W513 SBL: (�-1—J5. V Zone: �I,_ ` 2 Type,kW& Location of Arra ,(use additional sheets if necessary): SyW�b�Qf rzL�e �1 e'c'_ VUj�b� WAS J 3.Property Owner: O )q �16,r�'hwav,� Address: Lh �Ios Phone# Cell# gl'L{-q(q—SS 90 e-mail kar�,A.j t'J* QI►tna� �•C t�b`,.w� 4.Applicant: J�V1V EOID 1�y�i�,. �&�N1fLA �iVYb Address:SZS ��,tic\at�t t4.r2 k- r (bStiQ Phone# Cell —Z1.+$�— e-mail 3 MJ•e D i k yV\.at�.%�v" 5. Design Engineer:Wtr�1�`�vul►.���95 & ►r+atA }�s+C�. Address: 9 bb CWig!m he,SY�E D) ,Qw d¢.,CA gZsd_+ Phone# Cell# e-mail 3?1hMCkS d G f FXlal.$O�a� 6.Solar Contractor:_ &?FL-I CA.0 T___ Address: T Phone# Cell# e-mail 7. Occupancy;(1-Fam.,2-Fam.,Commercial,etc...)Pre-construction: Post-construction: ( Fa � 8. If building is located on a comer lot,which street does it front on: 9. N.Y.State Construction Classific ation: N.Y.State Use Classification: 10. Construction Type&Location: Western Lumber Frame;()Timber Frame[TC];()Wood Truss[Tfl; ()Pre-engineered wood IPW];Located;()Floor Framing In;()Roof Framing[R];()Floor&Roof Framing[FR];Other: I l. Number of stories: '2 Roof Style:(hip,shed,mansard,etc...) Nt-F 12. Will a New Roof Be Installed: No ❑ Yes X (a separate roofing permit is required to re-roof an existing build fig) 13. Roofing Material&Number of Layers: `� 91• l rsl n 1 &i 2i2021 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 Nianagement Control Permit as per§217 of Village Code? No-Yes: ElArea: 15. Wit the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? No: Yes: El (if yes,applicant must submit a Site Plan Application,&provide detailed drawl sl 16. Wit the proposed project require a Tree Removal Permit as per§235 of Village Code?No: 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:TIER 1:_TIER ll:_TIER III:_ (if yes.a Home Occupation Permit Application is req ired) / 86 18. What is the total estimated cost of construction: $ dU (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 grab If the final cost exceeds the estimated cost,an additional fee will be required pr r to issuance of the C/O). 19. Start Date: L 'Z©Z� Completion Date: ( OLO Z- 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 NEW0�i COUNTY OF WESTCHESTER ) as: 1, �n ,being duly sworn,deposes and states that he/she is the applicant above named, not 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, ( '&e%_'P((J Jr0 f for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) 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 ILD Sworn to before me this day of L ,20 ZZ day of S� ,20 THOMAS J.BURROWS otary Public,State of New York No• is o.02BUG132078 Notary 4�i4_ Public Qualified in Kings County Commission Expires Aug.22,20� Signature Pr er Signaty of Applicant JO W0 ` Print Name of Property Owner Print of Applicant SHARI MELILLO Notary Public,State of New York No.O1ME6160063 Quallfled In Westchester County 7 2 Cammisslon Expires January 29,20 Z1 9/12/2021 ; i s O �i N N O W ii a W a66 y UJ h W a, 00 v ' oC CA x 1 N O T% � N B z s p w ►n M o 00 p CA 00 UJ W U tA z (n z 1:4 V"IND a A V n u W U 0 c1�U cn Z � I M .� z 00 CP Ln N � x H a �. z 2 : og 0-9 0 z w z ° ° < QI 4 a a 0 4 . ✓ I _u BUILDING A NT VILLAGE OF RYE OK SEP 12 2022 938 Kw l I,T RYE B ,NY 10573 VILLAGE OF RYE BROOK (914)93.9-06,, BUILDING DEPARTMENT "Xy-»x !� bfuo6rgr ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required --��--\\!� FOR OFFICE USE ONLY BP#: ����.5� EP#: �3— C y Approval Date: SEP 1 Permit Fee: S Al-Proval S;gratur a Other- Application dated, Q'4- is h reby 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. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: I IJI tk ��lZ J SBL: 13$�.yZ-I -s 3(� Zone: 2.Property Owner:�TSL.v� NOrkC�prti Address: Dl�� $lbf��- N't IbS7-5 Phoneft: Cell#: "1^lt(-y�1 -5-5-36 email: k ar}hna,n.'I 1 Q 4k �\ 3.Master Electrician: Wry- M�JLT2CD Address: /IR?e 'Df llkd dS-4 1 Lic.ff: Iq41-Phones Lfl: t �,-�\ Cell tl: q Iq"8�y 1 email: ptn�+¢G[�/1� LPG yvat��.CO/►• Company Name:�TP.c�o G� �- Address: ffilkhi' 4.Proposed Electrical Work/Fixture Count: n L ly.o�s Q .CJz C—, 5.3rd Party Electrical Inspection Agency: STATE OF NEW YORK,COUNTY OF WESTCRESTER ) as: being duly swom,deposes and states that he/she is the applicant (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the G` l for the legal owner and is duly authorized to make and file this application. (indicate architect.contractor,agent,attomey.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 114 Sworn to bef re mG this day of 20 2 day of �i- ,20 22 Signa f perty Owner Signature of Applicant o a r?� r�' 40127e,66 i,'n Print Nam wner Print Name of Applicant . AS J.BURROWS State of New York NdGryis No.02BU6 t 32078 Notary Qualified in Kings County Commission E.Apires Aug.22,202—Ir KRIS H KRISTENSEN NOTARY PUBLIC,STATE OF NEW YORK Registration No.OIKR6351693 /23/2022 Qualified in WESTCHESTER County Commission Expires DECEMBER 12 20 STATEWIDE INSPECTION SERVICES, INC. 1'1 Main Street,Fishkill, NY 12524 1 emod:• • SWIS JOBAPPLICATION tel845.202.7224 • • 1•21 SWISNY.corn I SWISTraining.com Office Use Elect.Permit# � Date Bldg Permit# Utility ID# '3 3 Final Certificate# City/Village e OQ Zip /,� Township County W(�Tt+7lSf, Address L Cross Street Section 13 yZ Block Lot Owner Name/Address(if different than above) Contact Number ❑Basement ❑ 1st FI. ❑2nd Ff. ❑3rd FI. ❑More Than 3 FI. ❑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 1�00 �_ W POveF f V iiti.Q / ii- '62z (1W Ac_ SEP 12 2022 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,H at any time of inspection additional items have been Installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant dedares that there is no open applications for the above address with any other Inspection compii 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# FpC� � �� State Wide Inspection Services NOV 14 2022 1080 Main Street Fishkill, NY 12524 a VILLAGE OF RYE BROOK 845 202-7224 Phone BUILDING DEPARTMENT 914-2 2 Fax STATE WIDE INSPECTION SERVICES Email: offlceCa)swisndswisny.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: Fontecchio Electric Inc. Joshua Hartman Mark Fontecchio 4 Birch Lane 36 Perch Drive Rye Brook, NY 10573 Mahopac, New York 10541 Located at:4 Birch Lane, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP22-220 135.42 5.36 Certificate Number: 2022-7568 Building Permit Number: BP22-153 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:4 Birch Lane, 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 11th day of November 2022. Name Quantity Rating Circuit Type Disconnect Switch 01 Electrical Panel 01 Circuits 04 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. CurrentR - sables NOV 1 8 2022 T Engineering 1 VILLAGE OF RYE BROOK BUILDING DEPARTMENT Village of Rye Brook November 17, 2022 Subject: Structural Observation Report Job Name:Joshua Hartman Address: 4 Birch Ln, Rye Brook, NY 10573 Attn: To Whom It May Concern After inspecting the installation of the above referenced project, it is the opinion of Current Renewables Engineering to certify that to the best of our knowledge, belief, and professional judgment the PV installation is in conformance with the Structural Calculations provided for planset Rev. 1 dated 7/05/2022. This letter does not waive the installer of any responsibility for improper installation. If you have any further questions on the above, please do not hesitate to reach out. OF NEWy , C-1 031HAS 5p� Sincerely, W sF� 101242 Professional Engineer '°�PpF SSO P� Current Renewables Engineering info@currentrenewableseng.com STAMPED 11/17/2022 1960 Chicago Ave, Suite D15, Riverside, CA 92507 www.currentrenewableseng.com 951.254.5655 INTEGRITY PROFESSIONALISM CUSTOMER EXPERIENCE 1 Building Permit Check List&Zoning Analysis L k Address:—t �t QGa-� ",ry SBL• 13 S It Z- Zone - t S� Use: 2 Const.Type: Other. Submittal Date: 2 Z Z Revisions Submittal Dates: Applicant: 44-1 r Nature of Work a F O ti V . �1 Q L q(L— Reviews•ZBA: J U L 2 6 112 2 PB• BOT• Other: OK ( ( ) FEES:Filing. TS BP: `� Z• C/O Flood Plane: Legalization: ( ) ( 4APP: Dated Notarized: SBL: Thus I.D. Cross Connection: H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening ( ) ( ) ENVIRO:Long Short Fees N/A: ( ) ( ) SITE PLAN:Topo: Site Protection: S/W Mgmt.: Tree Plan: Other. ( ) ( ) SURVEY:Dated Current Archival:- Sealed: Unacceptable: ( ) (� LANS:Date Stamped: Sealed: 'J Copies: Electronic `� Other. ( ) (•rLLicense• ✓ 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. ( ) ( ) I-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: ( ) ( ) Other. GARB mtg.date: S l ZZ approval• notes: ( )ZBA mtg.date: approval:- notes: ( )PB mtg.date: approval• 1s• REQUIRED EXISTING PROPOSED NOTES RFPHOVED Arc& Date! AUG 1 8 2022 Circle: . Fie Fronr Front: Ste: Main Cov Accs.Cow. Ft.H S H S Tot : Hight/Stories: notes: D ' BUILDING DEP' MENT VIL OF RY OOK JUL 21 2022 938 KING ET RYE Blzo ,NY 10573 ` (414)939-0668V 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: q aCC�,Lv,� - `b5}� I Date of Submission: Parcel ID#: (35, Li .-\5,'d' Zone:/e-/5 Proposed Improvement(Describe in detail): R `�,,,_,( W APPLICANT CHECK LIST: `�� 0is- VW bC� MUST BE COMPLETED BY THE APPLICANT 1 The following items must be submitted to the Building DepZxmpleted nt by the applicant-no exceptions. 1. ( Application Property Owner: $�Va H 6���n..�- 2 ( o(2)sets of sealed plans. (one full size(maximum Address: 8, ����o� �5 3 allowable plan size=36"x 42")and one 1 I"xl7") 3. wo(2)copies of the property survey. Phone# ��{ - 1-((�_SS-' j 4. (�T,( wo(2)copies of the proposed site plan. Applicant appearing before the Board-: /)1 5. ( One electronic/disc copy of the complete ��y ECZV t�j��„L (�nte-IU t�Yb pplication materials. 6. ( iling Fee. Address: SLSRoc�e.� l Ate, N((051 7. (V2 ,1%ny supporting documentation. Phone# Q08 -�-UB - L-(l 8. P A approval letter. (ifapplicable) 9. ( P otographs. Arch itect/Engineer: Cofre-A 90r%aog a1 6)!S,%"a'�'^"'� 10.( Samples of finishes/color chart. (a sample board or Phone# 1m—2s-y l —Sws� model may be presented the night of the meeting) 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 rintit y. f� efiice to A nr"nit wrr mnotinny #.Ao ren #ir ntc t-nntninnr Acrein r-J- y ,�.. Sworn to before me this o Sworn to before the this ( \ day of L4 L- 920 Z Z day of �` , 20 a Z Signa o Pro 01 er Sae ire of Applicant Dani2,4 Ui� Print Name of ro rty Owner Print Name of Applicant Natar `:otary I ublic THOMAS J.BURROWS Notary Public,State of New York No.02BU6132078 SHARI MELILLO Qualified in Kings County Notary Public,State of New York Commission Expires Aug.22,20X No.01ME6160063 Qualified In Westchester County - _1 Commission Expires January 29,20 .j 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 52 Greenway Lane New Panel(s)of Arbors Consent 5741 (Vladsky) Standard Design Fencing Agenda i 9 Phyliss Place Replace Old 6ft 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 J/ NM MR SE JM , SF AC MI KC i f 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 TWO (02) 18 Lincoln Ave New Detached Barn 5750 (Magar) Style Utility Building 18 Lincoln Ave New Solar Array on 5751 Road(Magar) Detached Utility Building. 11 Loch Lane Enclose 2nd Fl Front Porch 5752 (Karasik) ML NM MR SE JM SF AC MI KC Current I 1 Cn Renewables JUL 2 1 1.022 Engineering VILLAGE OF RYE BROOK BUILDING DEPARTMENT 7/12/2022 DMV EQUITY, INC., , Subject:Structural Certification for Installation of Residential Solar re job: JOSHUA HARTMAN RESIDENCE,4 BIRCH LANE„ RYE BROOK, NY 10573 Attn.:To Whom It May Concern A field observation was performed to document the existing framing of the above mentioned address. From the field observation,the existing roof structure was observed as: ROOF 1: Shingle roofing supported by 2x8 Rafter @ 16 in. OC spacing.The roof is sloped at approximately 41 degrees and has a max beam span of 18 ft between supports. ROOF 2: Shingle roofing supported by 2x8 Rafter @ 16 in. OC spacing.The roof is sloped at approximately 32 degrees and has a max beam span of 18 ft between supports. Design Criteria: Code: 2020 NY State Building Code (ASCE 7-16) Ult Wind Speed: 117 mph Ground Snow: 30 psf Exposure Cat: B Min Roof Snow: NA psf After review of the field observation report and based on our structural capacity calculations in accordance with applicable building codes,the existing roof framing supporting the proposed solar panel layout has been determined to be: ROOF 1: adequate to support the imposed loads.Therefore, no structural upgrades are required. ROOF 2: adequate to support the imposed loads.Therefore, no structural upgrades are required. Current Renewables Engineering Inc. Professional Engineer projects@creng.solar ylP\�N31Hl WyOf� q.,101212 R1f 5 7/12/2022 FILE COPY 1960 Chicago Ave,Suite D15,Riverside,CA 92507 www.currentrenewableseng.com 951.254.5655 INTEGRITY PROFESSIONALISM CUSTOMER EXPERIENCE Current Renewables Engineering 7/12/2022 DMV EQUITY, INC. Attn.:To Whom It May Concern re job: JOSHUA HARTMAN RESIDENCE 4 BIRCH LANE, RYE BROOK, NY 10573 The following calculations are for the structural engineering design of the photovoltaic panels and are valid only for the structural info referenced in the stamped plan set.The verification of such info is the responsibility of others. After review, I certify that the roof structure has sufficient structural capacity for the applied PV loads. All mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Design Criteria: Code: 2020 NY State Building Code ASCE 7-16 Live Load: 20 psf Ult Wind Speed: 117 mph Exposure Cat: B Ground Snow: 30 psf Min Roof Snow: NA S�OF NEW�, Current Renewables Engineering Inc. Professional Engineer - 101242 projects@creng.solar 7n2no22 1960 Chicago Ave, Suite D15,Riverside,CA 92507 www.currentrenewableseng.com 951.254.5655 INTEGRITY PROFESSIONALISM CUSTOMER EXPERIENCE Job Code:JOSHUA HARTMAN RESIDENCE Current 2of6 A Renewables Engineering Roof Properties: Roof 1 Roof 2 Roof Type= Shingle Shingle Roof Pitch (deg) = 41 32 Mean Roof Height (ft) = 13 13 Attachment Trib Width (ft) = 2.75 2.75 Attachment Spacing (ft) = 4 4 Framing Type= Rafter Rafter Framing Size= 2x8 2x8 Framing OC Spacing(in.) = 16 16 Section Thickness, b (in.)= 1.5 1.5 Section Depth, d (in.) = 7.25 7.25 Section Modulus,Sx(in.A3)= 13.1 13.1 Moment of Inertia, Ix (in.A4)= 47.6 47.6 Framing Span (ft) = 18 18 Deflection Limit D+L(in.) = 3.6 3.6 Deflection Limit S or W (in.) = 2.40 2.40 Framing Upgrade= Adequate Adequate Sister Size= NA NA Wood Species= SPF #1 SPF#1 Wood Fb (psi) = 875 875 Wood Fv(psi) = 135 135 Wood E (psi) = 1400000 1400000 CD(Wind) = 1.6 1.6 CD(Snow) = 1.15 1.15 CM =Ct=CL=C;= 1.0 1.0 CF = 1.2 1.2 Gu= 1.00 1.00 Cr= 1.15 1.15 F'b_wind (psi) = 2222 2222 F'b_snow (psi) = 1597 1597 F'v_wind (psi) = 216 216 F'v_snow(psi) = 155 155 M_allowable_wind (lb-ft) = 2433 2433 M_allowable_snow(lb-ft) = 1749 1749 V_allowable_wind (Ibs) = 1566 1566 V_allowable_snow(Ibs) = 1126 1126 E' (psi) = 1400000 1400000 Load Calculation: 1960 Chicago Ave,Suite D15, Riverside, CA 92S07 www.currentrenewableseng.com 951.254.5655 INTEGRITY PROFESSIONALISM CUSTOMER EXPERIENCE Job Code:JOSHUA HARTMAN RESIDENCE � Current 3of6 nnr Renewables T Engineering Dead Load Calculations: Panels Dead Load (psf)= 3.0 Roof 1 Roof 2 Roofing Weight(psf)= 3.0 3.0 Decking Weight (psf)= 2.0 2.0 Framing Weight (psf) = 1.9 1.9 Misc.Additional Weight (psf) = 1.0 1.0 Existing Dead Load (psf)= 7.9 7.9 Total Dead Load (psf) = 10.9 10.9 Snow Load Calculations: Ground Snow Load, pg(psf) = 30 Min Flat Snow, pf_min (psf) = NA Min Sloped Snow, ps_min (psf) = NA Snow Importance Factor, Ic= 1.0 Exposure Factor, Ce= 0.9 Roof 1 Roof 2 Thermal Factor, Ct= 1.1 1.1 Flat Roof Snow, pf(psf) = 20.79 20.79 Slope Factore, Cs= 1.00 1.00 Sloped Roof Snow, ps (psf) = 21 21 Wind Load Calculations: Ultimate Wind Speed (mph) = 117 Directionality Factor, kd = 0.85 Topographic Factor, kzt= 1.0 Roof 1 Roof 2 Velocity Press Exp Factor, kz= 0.70 0.70 Ground Elevation Factor, ke= 1.00 Velocity Pressure, qz (psf) = 20.9 20.9 Array Edge Factor,yE = 1.25 Solar Equalization Factor, ya = 0.70 0.70 External Pressure Up, GCp_1= -1.5 -1.5 External Pressure Up, GCp_2= -1.8 -1.8 External Pressure Up, GCp_3= -2.2 -2.2 External Pressure Down, GCp = 0.8 0.8 Design Pressure Up, p_1 (psf)= -27.4 -27.4 Design Pressure Up, p_2 (psf) = -32.9 -32.9 Design Pressure Up, p_3 (psf) = -40.2 -40.2 Design Pressure Down, p (psf) = 16.0 16.0 1960 Chicago Ave, Suite D15, Riverside, CA 92507 www.currentrenewableseng.com 951.254.5655 INTEGRITY PROFESSIONALISM CUSTOMER EXPERIENCE Job Code:JOSHUA HARTMAN RESIDENCE Current 4of6 n Renewables a Engineering Hardware Checks: Lag Screw Checks: Roof 1 Roof 2 Ref.Widthrawal Value,W (lb/in) = 205 205 (CM=Ct= Ceg= 1.0) CD = 1.6 1.6 Adjusted Widthrawal Value,W' (Ib/in) = 328 328 Lag Penetration, p (in.) = 2.5 2.5 Allowable Widthrawal Force, W'p (Ibs)= 820 820 Applied Uplift Force (Ibs) = -202 -200 Uplift DCR = 0.25 0.24 Ref. Lateral Value,Z (Ibs) = 250 250 (CM=Ct=Ce=Ceg= 1.0) Ct, = 1.15 1.15 Adjusted Lateral Value,Z' (Ibs) = 288 288 Applied Laeral Force(Ibs) = 172 139 Angle of Resultant Force, a(deg) = 50 55 djusted Interaction Lateral Value,Z'Q(Ibs) = 461 512 Lateral DCR= 0.37 0.27 Roof Framing Checks: Force Checks: Roof 1 Roof 2 LC1: D+S Applied Moment(lb-ft) = 1710 1710 Applied Shear(Ibs) = 380 380 Allowable Moment (lb-ft) = 1749 1749 Allowable Shear(Ibs) = 1126 1126 Moment DCR= 0.98 0.98 Shear DCR= 0.34 0.34 LC2: D+0.6W Applied Moment (lb-ft) = 1105 1105 Applied Shear(Ibs) = 246 246 Allowable Moment (lb-ft)= 2433 2433 Allowable Shear(Ibs) = 1566 1566 Moment DCR= 0.45 0.45 Shear DCR = 0.16 0.16 LC3: D+0.75(S+0.6W) Applied Moment (lb-ft) = 1818 1818 Applied Shear(Ibs) = 404 404 1960 Chicago Ave,Suite D15,Riverside, CA 92507 www.currentrenewableseng.com 951.254.5655 INTEGRITY PROFESSIONALISM CUSTOMER EXPERIENCE Job Code:JOSHUA HARTMAN RESIDENCE Current 5of6 r, Renewables Engineering Allowable Moment (lb-ft) = 2433 2433 Allowable Shear(Ibs) = 1566 1566 Moment DCR= 0.75 0.75 Shear DCR= 0.26 0.26 LC4:0.6D+0.6 W Applied Moment (lb-ft) = 535 535 Applied Shear(Ibs) = 119 119 Allowable Moment (lb-ft) = 2433 2433 Allowable Shear(Ibs) = 1566 1566 Moment DCR = 0.22 0.22 Shear DCR = 0.08 0.08 Deflection Checks (Service Level): Roof 1 Roof 2 LC1: D+L Deflection (in.)= 0.77 0.77 Deflection Limit (in.)= 4.14 4.14 Deflection DCR = 0.19 0.19 LC2:S Deflection (in.)= 0.98 0.98 Deflection Limit (in.)= 2.76 2.76 Deflection DCR = 0.36 0.36 LC3: W(Down) Deflection (in.)= 0.32 0.32 Deflection Limit (in.) = 2.76 2.76 Deflection DCR= 0.11 0.11 LC4: W(Up) Deflection (in.) = -0.54 -0.54 Deflection Limit (in.) = 2.76 2.76 Deflection DCR = 0.20 0.20 Seismic Check: Existing Weight: Wall Weight (psf) = 17 Tributary Wall Area (ft) = 1000 Total Wall Weight (Ibs) = 17000 Roof Weight (psf) = 8 Roof Area (ft') = 2400 Total Roof Weight (Ibs) = 18886 Total Existing Weight (Ibs)= 35886 1960 Chicago Ave,Suite D15, Riverside,CA 92507 www.currentrenewableseng.com 951.254.5655 INTEGRITY PROFESSIONALISM CUSTOMER EXPERIENCE Job Code:JOSHUA HARTMAN RESIDENCE Current 6of6 Renewables Engineering Additional PV Weight: Total Additional PV Weight(Ibs)= 1797 Weight Increase: (Existing W+Additional W)/(Existing W) = 105% The increase in weight as a result of the solar system is less than 10%of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability: Existing structure is assumed to have been designed and constructed following appropriate codes at time of erection, and assumed to have appropriate permits.The calculations produced are only for the roof framing supporting the proposed PV installation referenced in the stamped planset and were completed according to generally recognized structural analysis standards and procedures, professional engineering and design experience, opinions and judgements. Existing deficiencies which are unknown or were not observable during time of inspection are not included in this scope of work.All PV modules, racking,and mounting equipment shall be designed and installed per manufacturer's approved installation specifications.The Engineer of Record and the engineering consulting firm assume no responsibility for misuse or improper installation.This analysis is not stamped for water leakage. Framing was determined based on information in provided plans and/or photos,along with engineering judgement. Prior to commencement of work,the contractor shall verify the framing sizes, spacings, and spans noted in the stamped plans, calculations, and cert letter (where applicable) and notify the Engineer of Record of any discrepancies prior to starting construction. Contractor shall also verify that there is no damaged framing that was not addressed in stamped plans, calculations,and cert letter (where applicable) and notify the Engineer of Record of any concerns prior to starting construction. 1960 Chicago Ave,Suite D15,Riverside,CA 92507 www.currentrenewableseng.com 951.254.5655 INTEGRITY PROFESSIONALISM CUSTOMER EXPERIENCE tip !q1I mly '4�id ��"� ,•��tti ��' �tf,•rl. ��ti"!�> ,wo," M1 hti Id.:f�r -='c_•ts'f Id' _xj r -�j�i�/lyd xr tco)> » y O CV) 06 y O C L (y U W y �' ., - E R M 40 o rn <lo)i'i Q O O u O <co» / -- U L '�_- ► O b ifo» co y y 'ti • ui Jh'• . O !: w : r WLLJ C o ection •.�y. _ �M �� VI �� � V � .ter �,q � � i Mir ,^� / �•«o)► r�n J zO � � lU Y O u a W o _ ca to 0 Lo > O z I a Ito)►a(o)> :,E: a� a� 4u o . CSC W di is +-• 1 � t: ' - I t== t ,wj a H x z O � : i y cl u u y U 40 l/o)>'��e•ir '��65�E..r:Kli .. 1'i::i'c"ss�-�F3f'(, '�1.`t���+off 1 .1-;'�ri���Ta;;7 11 11 4iii?�= rife'11.�.1."s' . . .�sjt;'11 j1 .,,:5 =�ti�i(o)> � ♦��_.,s.�1, 111IC- ,� f� d11T� E iJ 1�11�� >r/'' .r r 111 11- qq 111111 I-11 /1 11 � III/�1 11111 1111111 11/1'ly ® '�. •�• 11I�� � •,l �t'�{�u;, •,• �[ � � //• ��� .�) bS• ,��,�1'r�.�i{ • 'ACORO® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 07/18/2022 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 CONTACT NAME: Geoff McCarthy GRBM,Inc. PHONE 845 878 9293 FAX (,vC,N,W; ( ) No,; (845)878 3769 PO Box 231 E-MAIL IbminC COm ADDRESS: 9@g INSU AFFORDING COVERAGE NAIC S Brewster NY 10509 INSURERA: Metropolitan Property and Casually Insurance Comp 26M INSURED INSURER a: Ohio Casually Company DMV Equity, Inc. INSURERC: 525 Rockland Ave INSURER0: INSURER E Mamaroneck NY 10543 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 I ADDL SUIIIR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER YY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE E 1,000,000 CLAIMS-MADE X I OCCUR DAMAGE TO RNTED PREMISES EaEocwnence E 50,000 _ MED E(P(Any one person) a 5,000 A X X BP046627P2021 08/31/2021 08/31/2022 PERSONAL SADVINJURY S GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑JET LOC PRODUCTS-COMP/OP AGG S 2,000,000 OTHER: $ LIABILITY Ea accident SINGLE LIMIT $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ A OWNED SCHEDULED X BP046627P2021 08/31/2021 08/31/2022 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED X NON-OWNED PROPERTY DAMAGE S AUTOS ONLY AUTOS ONLY Per accident >< UMBRELLA LIAB OCCUR EACH OCCURRENCE >< EXCESS LIAB HCLAIMS-MADE AGGREGATE S DED TJRETENTION $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? El NIA - - (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ Installation Floater Jobsite Limit $250,000 B BM02259225100 10/08/2021 10/08/2022 Aggregate Limit $250,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE:Rooftop PV Installation at 4 Birch Ln,Rye Brook,NY 10573 Village of Rye Brook is listed as additional insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street AUTHORIZED REPRESENTATIVE Rye Brook,NY 10573 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund PO Box 66699.Albany, NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 271676397 Fxr GRBMINCy 39 OLD DOANSBURG RD BREWSTER NY 10509 Ell i SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER DMV EQUITY INC VILLAGE OF RYE BROOK 525 ROCKLAND AVE 938 KING STREET MAMARONECK NY 10543 RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2461585-8 91464 01/11/2022 TO 01/11/2023 7/18/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2461 585-8, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK. TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/NVWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT DANIEL VITRO DMV EQUITY INC ONE PERSON CORPORATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE SUR NCE FUND F �V DI RECTOR.INSURANCE FUND UNDERWRITING VALIDATION NUMBER 383119854 U-26.3 DMV EQUITY,INC. PHOTOVOLTAIC ROOF MOUNT SYSTEM 525 ROCKLAND AVE MAMARONECK,NY, 10543 33 MODULES—ROOF MOUNTED — 14.025 kW DC, 12.672 kW AC, 4 BIRCH LANE, RYE BROOK, NY 10573 WC-29935-1­117 PHOTOVOLTAIC SYSTEM SPECIFICATIONS: SHEET INDEX: SYSTEM SIZE: 14.025 kW DC �q4000�' MAIPV 0.0: COVER SHEET 12.672 kW AC 1.0: SITE PLAN PV 2.0. ROOF PLAN MODULE TYPE&AMOUNT: (33)SUNPOWER SPR-M425-H-AC ROOF#1 EXISTING INTERIOR MAIN SER t'# 3 MODULE DIMENSIONS: (L/W/H)73.7740.6/1.3" W --- Z r ' .1: MOUNT DETAILS (09)SUNPOWERSPR-M425-H-AC PANEL TIED TO EXTERIOR UTILIT � ��, INVERTER: 33 SUNP WERT E 1.1. 3-LINE DIAGRAM ( ) 0 TYPE H(IQ 7HS) SLOPE:41° METER#004294135 Sg ], REVISIONS '(. - INTERCONNECTION METHOD: LINE SIDE TAP AZIM.:270° ACCOUNT:#54-4602-0118- 2: NOTES Description Date Rev UTILITY METER#: 004294135 JAftAPFE 1,3: WARNING LABELS REVISION 715/2022 01 EQUIPMENT SPEC SHEET ACCOUNT#: 54-4602-0118-3603-4 4 BIRCH LANE ROOF ACC oR ES g'�� 1, 91,-9 GINS c-c FRONT OF HOUSE � N PROPERTY LINE GOVERNING CODES ROOF ACCESS POINT now SEND — — — ADOPTED CONSTRUCTION CODES � doo �� ROOF ACCESS POINT SHALL NOT BE LOCATED IN AREAS Signature with Seal \� ` THAT RE IRE THE PLACEMENT OF GROUND LADDERS • 2020 RESIDENTIAL CODE OF NEW YORK STATE- Z �` �� �p�a�,�HASOf NEw yp� vER P NI G SUCH AS WINDOWS OR DOORS, AND • 2020 INTERNATIONAL PLUMBING CODE- J y��,� ONG POINTS OF BUILDING \ * * • 2020 INTERNATIONAL MECHANICAL CODE- � � � UCT IN LOCATIONS WHERE THE ACCESS � `� � � W POINT DO NOT CONFLICT WITH OVERHEAD • 2020 INTERNATIONAL ENERGY CONSERVATION CODE- � `� �� • 2020 INTERNATIONAL FIRE CODE- 0 � $S�o124z �� OBSTRUCTIONS SUCH AS TREE LIMBS,WIRES OR SIGNS. 2017 NATIONAL ELECTRICAL CODE `� Project Name& DRIVEWAY 7/12/2022 Address GENERAL NOTES: 33'-811 / I a. INSTALLATION OF SOLAR PHOTOVOLTAIC 0 �l SYSTEM SHALL BE IN ACCORDANCE WITH 2-STORY I W NE C ARTICLE 690, AND ALL OTHER MAIN HOUSE • Or 'Z APPLICABLE NEC CODES WHERE NOTED co �.� � � p � OR EXISTING. cn ^ o b. PROPER ACCESS AND WORKING W- • CLEARANCE >- AROUND EXISTING AND Q z C.0 PROPOSED ELECTRICAL EQUIPMENT WILL ; �`' Q = Y COMPLY WITH NEC ARTICLE 110. ---------------- 0 I I c. ALL CONDUCTORS, INCLUDING THE Q m m GROUNDING ELECTRODE CONDUCTOR 321-411Samoa* _ W 1 SHALL BE PROTECTED FROM PHYSICAL I � DAMAGE IN ACCORDANCE WITH NEC ARTICLE 250. d. THE PV MODULES ARE CONSIDERED POOL O s 2 SATELLITE VIEW NON-COMBUSTIBLE; THIS SYSTEM IS PV 0.0 SCALE:NT UTILITY INTERACTIVE PER UL 1741 AND DOES NOT INCLUDE STORAGE BATTERIES OR OTHER ALTERNATIVE STORAGE SHED z SOURCES. J e. ALL DC WIRES SHALL BE SIZED cc sheet Name Greenwich Hospital IL ACCORDING TO[NEC 690.81 COVER SHEET f. DC CONDUCTORS SHALL BE WITHIN — — — — — — — — — — Sol — — o_ PROPERTY LINE Gre PROTECTED RACEWAYS IN ACCORDANCE 143'-3" 4 Birch Ln,Rye Brook, t WITH[NEC 690.311 NY 10573,USAF;, Sheet Size g. ALL SIGNAGE TO BE PLACED IN ACCORDANCE WITH LOCAL Village of e 13roz,,La L ROOF#2 �'- ANSI B JURISDICTIONAL BUILDING CODE. Architectural eView Doarri (24)SUNPOWER SPR-M425-H-AC 11 X 17 11 A � SLOPE:32° .Eyrar-n P�rI~: h. PV MODULES TO BE RATED UL 1703 CLASS Approval Date ��. ..�_ _.�...�._._ _�.., N Sheet Number AZ 1 IF C FIRE RATING OR BETTER. Chairman: � ����/� ,� � � � �� � i. ALL EQUIPMENT TO BE CERTIFIED BY A -- L� , u u u t Port Chester NATIONALLY RECOGNIZED TESTING -- :----- -- - .-. PV 0.0 LABORATORY. J U L 2 1 2022 Drawn By PLOT PLAN .--...._-._-- ..—..� VILLAGE OF �1�Y E BROOK �� PremiumCAD3 VICINITY MAP ,, BUILDING DE_P��RTN4,E�T � PV 0.0 SCALE:3/64 -10 PV 0.0 SCALE:NTS PHOTOVOLTAIC SYSTEM SPECIFICATIONS: SYSTEM LEGEND DMV EQUITY,INC. 525 ROCKLAND AVE SYSTEM SIZE: 14.025 kW DC EXISTING INTERIOR MAIN SERVICE PANEL TIED TO MAMARONECK,NY, 12.672 kW AC MSP EXTERIOR UTILITY METER#004294135. 10543 MODULE TYPE&AMOUNT: (33)SUNPOWER SPR-M425-H-AC WC-29935-H17 4 BIRCH LANE FAC NEW PHOTOVOLTAIC AC DISCONNECT.MODULE DIMENSIONS: L/VU/H 73.7/40.6/1.3 33 NEW SUNPOWER SPR-M425-H-AC MODULES WITH VERTER: (33)SUNPOWER TYPE H(IQ 7HS) FRONT OF HOUSE INTE FRAYED 33-SUNPOWER TYPE H I 7H EXISTING INTERIOR MAIN SERVICE PANEL TIED G s 0 (Q s) TO EXTERIOR UTILITY METER#004294135 INVERTERS,MOUNTED ON THE BACK OF EACH ACCOUNT:#54-4602-0118-3603-4 MODULES. C❑ GROUND ACCESS NEW SOLAR LOAD CENTER NEW SOLAR LOAD CENTER POINT (INSIDE WALL) M❑ NEW PVS6 MONITORING REVISIONS NEW PVS6 MONITORING. ® =FIRE PATHWAY Description Date Rev (INSIDE WALL) I REVISION 752022 01 (OUTSIDE WALL) POINT NEW PV AC DISCONNECT GROUND ACCESS ❑O =ROOF OBSTRUCTIONS =ATTACHMENT POINTS if NEW,, =RAFTER *���\��,31HAs ;P1 =RACKING SYSTEM r e Signature with Seal • Y � Q Q } =CONDUIT RUN 101242 w w AC O I A H AY =JUNCTION BOX �ARoF$S P . = LLJ 0/oo ;< cn cn IMS� C M U- I 7/12/2022 co oo I _ I ROOF SECTIONS Project Name& ROOF#01 MODULE-09 Address r- SLOPE-41° o I AZIMUTH-270° 0 ti I MATERIAL-COMP.SHINGLE N 18"FIRE SETBACK I RAFTER SIZE&SPACING-2"X8"@ 16"O.C. w ROOF#02 MODULE-24 z 18"FIRE SETBACK 18"FIRE SETBACK SLOPE-320 w ❑ 18"FIRE SETBACK j AZIMUTH-180° 0 ti P� 0 I MATERIAL-COMP.SHINGLE o RAFTER SIZE&SPACING-2"X8"@ 16"O.C. UJ Ar z �- �QP Q Z / - . �;� STRING(S) Q Y /, /// /f ; �. _ 0 01f 0 -- ------- - �///� /, �% / Q �` STRING -9MODULES - -� Q 00 0�0 STRING#2-8 MODULES Q STRING#3 8 MODULES O °° , : % STRING#4-8 MODULES MODULE, ARRAY WEIGHT(LOAD CALC'S) 41'-6" - 10'-3" Number of Modules 33 Sheet Name Module Weight 48 LBS N ROOF#02 GROUND ACCESS CHIMNEY Total Module(Array)Weight 1584.00 LBS SITE PLAN ' POINT Number of Attachment point 103 Mounting System Weight 1.5 LBS Sheet Size BILL OF MATERIALS (Per Module) NUMBER OF MODULES 33 SUNPOWER SPR-M425-H-AC Mounting System Weight 154.50 LBS ANSI B NUMBER OF INVERTER 33 SUNPOWER TYPE H(IQ 7HS) Total System Weight 11 1738.50 LBS 11 X 1711 LOAD CENTER 1 125A SOLAR LOAD CENTER,240V (Module Weight+Mounting System Weight) Weight at Each Attachment Point 15.38 LBS Sheet Number AC DISCONNECT 1 100A FUSIBLE AC DISCONNECT,70A FUSES, (Array Weight/Numberof Attachment Point, 240V Module Area(73.7ofx40.611) 20.78 SgFt NUMBER OF ATTACHMENTS 103 SUNPOWER FLASHINGS PV 1 .0 Total Array Area 685.72 SgFt RAILS 18 INVISIMOUNT RACKING Distributed Load RAIL SPLICE 10 SPLICE KIT (Total System Weight/Total Array Area) 2.38 Per SgFt Drawn By 1 SITE PLAN MID CLAMPS 56 MID CLAMPS/UFO Total Roof Area 2856 Sq Ft Pv 1.0 SCALE:1/8"=1'-0" END CLAMPS 20 END CLAMPS/STOPPER SLEEVE PremiumCAD Total Percentage or Roof Covered 24.01 GROUNDING LUG 5 GROUNDING LUG Total Array Area/Total Roof Area)*100 CHIMNEY DMV EQUITY,INC. 525 ROCKLAND AVE PV MODULES MAMARONECK,NY, 10543 PV MODULES WC-29935-H17 EXISTING RAFTERS 21IX8"@ 16"O.C. EXISTING RAFTERS 211X8"@ 16"O.C. REVISIONS Description Date Rev �---�; REVISION 71512022 01 21-011 )f NEwr *�,IIH4 Sys 0 * * S' n re with Seal LOAD BEARING WALL LOAD BEARING WALL • r �► z 101242 7/12/2022 Project Name& Address 1 R00F#1 & 2 STRUCTURAL MEMBRANE DETAIL PV 20 SCALE:NTS W U EAST ROOF SOUTH ROOF W AZIMUTH-41° AZIMUTH-320 0_ ti PITCH-270° PITCH-1800 U) o � Z z J z 36'-1" < �- W o _ Q 0° m _ � EXISTING RAFTERS wQ � 2"X811 @ 1611 O.C. '62-11 (N)PV MODULE V 18"FIRE SETBACK 0 18"FIRE SETBACK V 18 FIRE SETBACK � El AL y�,9 ►�� _ Sheet Name .40 y y ROOF PLAN Aft Am Aft r 00 MIT � Sheet Size ANSI B (N)PV MODULE 11" X 1711 EXISTING RAFTERS 27'-10" 81-311 N ROOF PENETRATION 2"X8"@ 16"O.C. N INVISIMOUNT Sheet Number @ 48"O.C.MAX RACKING PV 2.0 (N)INVISIMOUNT RACKING (N)ROOF PENETRATION Drawn By 2 ROOF#1 LAYOUT @ 48"O.C.MAX 3 ROOF#2 LAYOUT--. PremiumCAD Pv 2.o PV 2.o SCALE:NTS SCALE:NTS GENERAL STRUCTURAL NOTES: DMV EQUITY,INC. 525 ROCKLAND AVE 1. THE SOLAR PANELS ARE TO BE MOUNTED TO THE ROOF MAMARONECK,NY, FRAMING USING THE SUNPOWER INVISIMOUNT RACKING 10543 COMPOSITION. THE MOUNTING FEET ARE TO BE SPACED AS WC-29935-H 17 SHOWN IN THE DETAILS, AND MUST BE STAGGERED TO ADJACENT FRAMING MEMBERS TO SPREAD OUT THE PV MODULE ADDITIONAL LOAD. 2. UNLESS NOTED OTHERWISE,MOUNTING ANCHORS SHALL BE SEE 2/S 1.1 FOR 5/16" LAG SCREWS WITH A MINIMUM OF 2-1/2" PENETRATION INTO ROOF FRAMING. ENLARGED VIEW r 3. THE PROPOSED PV SYSTEM ADDS 2.6 PSF TO THE ROOF �.- REVISIONS FRAMING SYSTEM. (E)SINGLE LAYER OF Description Date Rev 4. ROOF LIVE LOAD = 20 PSF TYPICAL, 0 PSF UNDER NEW PV COMP SHINGLE ROOF REVISION 752022 01 SYSTEM. 5. GROUND SNOW LOAD=30 PSF 6. WIND SPEED=117 MPH / 7. EXPOSURE CATEGORY=B C' *01HA y'0 8. RISK CATEGORY=II 2"X8"RAFTERS C 16"0. . W Signature with Seal 6 b1b@ 101242 ��� AR�F SS�P� 7/12/2022 Project Name& 1 ATTACHMENT DETAIL (SIDE VIEW) Address s 1.1 SCALE:NTS LU V Z W M Cn U-) LU UJ o PV MODULES z >- z Jz Q = Y V O GROUNDING END/MID CLAMP o -- SUNPOWER INVISIMOUNT RACKING SYSTEM Q >- Cn O ALUMN. "L" BRACKET W/3/8"SS BOLT&NUT � � COMPOSITION SHINGLE ROOF Sheet Name MOUNT DETAIL SUNPOWER FLASHING, 12"X 12"X.050",505 ,MILL Sheet Size •J ANSI B 11" X 17" Sheet Number 2"X8"RAFTERS @ 16"OC 2 ATTACHMENT DETAIL (ENLARGED VIEW) 5/16"X3"SS LAG BOLT WITH MIN Drawn By 2-1/2��THREAD EMBEDMENT, PremiumCAD s SCALE:NTS SEALED PENETRATION SUNPOWER SPR-M425-H-AC:AC ELECTRICAL DATA DMV EQUITY,INC. THIS PANEL IS FED BY MULTIPLE SOURCES Rooftop conductor ampacities designed in compliance with 120% RULE 525 ROCKLAND AVE INVERTER MODEL SUNPOWER TYPE H(IQ 7HS) (UTILITY AND SOLAR) art. 690.8,Tables 310.15(B)(2)(a), 310.15(B)(3)(a), MAMARONECK,NY, PEAK OUTPUT POWER 384 VA 310.15(B)(3)(c),310.15 B 16 Chapter 9 Table 4 5,&9. BUS BAR RATING X 120%)- MAIN BREAKER RATING 10543 AC OUTPUT CURRENT 2.80A ( )( )� , p � _ wc-29935-H17 5 Locations specific temperature obtained from ASHRAE 2017 MAX. PV OCPD MAX.CONT.OUTPUT POWER 384 VA p p NOMINAL AC VOLTAGE NOMINAL AC VOLTAGE 240V data tables x 120° - 200A = 40A 240 VOLTS (200A �o) MAX.AC CURRENT 1.60 AMPS MODULE: (33) SUNPOWER SPR-M425-H-AC RECORD LOW TEMP -17° MAX.PANELS/CIRCUIT 10 INVERTER: (33) SUNPOWER TYPE H(IQ 7HS) AMBIENT TEMP(HIGH TEMP 2%) 32°C CONDUIT HEIGHT 0.5" REVISIONS ROOF TOP TEMP 54°C Description Date Rev CONDUCTOR TEMPERATURE RATE 90 REVISION 7r5a2o22 0� °C (33)SUNPOWER TYPE H (IQ 7HS)240VAC, 1.60A MAX, Signature with Seal CEC WEIGHTED EFFICIENCY 97.0% POINT OF INTERCONNECT, LINE SIDE TAP NEMA 4R, UL LISTED, INTERNAL GFDI EXISTING INTERIOR 240V/200A BUS BAR 8 MICRO-INVERTERS IN BRANCH CIRCUIT#4 RATING, MAIN SERVICE PANEL, SINGLEPHASE,WITH A 200A MAIN BREAKER __.. .. :. _-. ••• UTILITY COMPANY-CON EDISON (N) SUNPOWER PVS6 200A UNDERGROUND SERVICE Project Name& MONITORING UTILITY METER#004294135 Address �----�"�------- �— SUNPOWER -UTILITY ACCOUNT:#54-4602-011 -4 1 83603 I (N) 125A SOLAR LAOD 8 MICRO-INVERTERS IN BRANCH CIRCUIT#3 1 CENTER,240V w PVS6 U M w 0 M j (N)JUNCTION BOX 15A 1 LINE SIDE TAP C o (N)EXTERIOR BLADE TYPE LU w 1 1 z — 1 3 #14 AWG-THWN-2 � ---- , ------ — 600 V, NEMA 4 2oA o () 1 UL LISTED (1)#14 AWG-GND FUSIBLE AC DISCONNECT z Q z 3/4"EMT CONDUIT I NEMA 3R 60A-2P 120/240VAC Q J 8 MICRO-INVERTERS IN BRANCH CIRCUIT#2 I 2. L1 20A I (VISIBLE,LOCKABLE,LABELED) U O L2 L2 1 OUTSIDE WALL 200A 4 O 20A r ---- -----� 7 (E)LOADS = �t W 1 1 0A FUSES L2IL20A—„J L ZD 1 __0 0- W 0 L1 L1 I (E) LOADS 9 MICRO-INVERTERS IN BRANCH CIRCUIT#1 1 I L1 ,� ^� �1� I I.. . . ... . . . . . : 1 L2 L2 1 v ° —O I G 0- IF -- —J. --- ----- — 1 N N 1 ------ �= 1 ---- ------- Li �— --- ---- ---------- ---------------- N G i Sheet Name 2 I G 3-LINE TERMINATOR CAP ON LAST CABLE L----- DIAGRAM CONNECTOR AC TRUNK CABLE(TYP) —�- 3 Sheet Size Existing Grounding Electrode System ANSI B 11"X17" WIRE MAX PARALLEL C.0 PV CURR. TOTAL CONT. CURR WIRE TEMP CONDUIT WIRE DERATED sheet Number TAG# DEVICES RATING MULT CURB X 125% WIRE SIZE\TYPEWMP. CC CONDUIT OCP #C. . . DE-RATE: FILL: AMP: AMPACITY MAX. CONT. CURRENT GND E1 .1 9 x 1.60 x N/A = 14.40A 18.00A #12\THWN\25A @90°C 25A 8 TRUNK CABLE 0.96 x N/A x 25A 24.00A 14.40A IN AIR #6 AWG (:2) 9 x 1.60 x N/A = 14.40A 18.00A #10\THWN\35A @75°C 35A 8 3/4" EMT 0.94 x 0.70 x 35A 23.03A 14.40A #8 AWG Drawn By 3 33 x 1.60 x N/A = 52.80A 66.00A #4 \THWN\85A 75°C 85A 3 1" EMT PremiumCAD @ 0.94 x 1.00 x 85A 79.90A 52.80A #8 AWG SITE NOTES: GROUNDING NOTES: DMV EQUITY,INC. 525 ROCKLAND AVE 1. A LADDER WILL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA 1. GROUNDING SYSTEM COMPONENTS SHALL BE LISTED FOR THEIR PURPOSE, AND MAMARONECK,NY, REGULATIONS. GROUNDING DEVISES EXPOSED TO THE ELEMENTS SHALL BE RATED FOR SUCH 10543 2. THE PV MODULES ARE CONSIDERED NON-COMBUSTIBLE AND THIS SYSTEM IS A USE. WC-29935-H 17 UTILITY INTERACTIVE SYSTEM WITH NO STORAGE BATTERIES. 2. PV EQUIPMENT SHALL BE GROUNDED ACCORDING TO NEC 690.43 AND MINIMUM 3. THE SOLAR PV INSTALLATION WILL NOT OBSTRUCT ANY PLUMBING, MECHANICAL, NEC TABLE 250.122. OR BUILDING ROOF VENTS. 3. METAL PARTS OF MODULE FRAMES, MODULE RACKING, AND ENCLOSURES 4. PROPERACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED CONSIDERED GROUNDED IN ACCORD WITH 250.134 AND 250.136(A). ELECTRICAL EQUIPMENT WILL BE PROVIDED AS PERSECTION NEC 110.26. 4. EQUIPMENT GROUNDING CONDUCTORS SHALLBE SIZED ACCORDING TO NEC 690.45 5. ROOF COVERINGS SHALL BE DESIGNED, INSTALLED, AND MAINTAINED IN AND MICROINVERTER MANUFACTORERS'INSTRUCTIONS. REVISIONS ACCORDANCE WITH THIS CODE AND THE APPROVED MANUFACTURER'S 5. EACH MODULE WILL BE GROUNDED USING WEEB GROUNDING CLIPS AS SHOWN IN Description Date Rev INSTRUCTIONS SUCH THAT THE ROOF COVERING SERVES TO PROTECT THE MANUFACTURERDOCUMENTATION AND APPROVED BY THE AHJ. IF WEEBS ARE NOT REVISION 7/5/2022 01 BUILDING OR STRUCTURE. USED, MODULE GROUNDING LUGS MUST BE INSTALLED AT THE SPECIFIED GROUNDING LUG HOLES PER THE MANUFACTURERS' INSTALLATION EQUIPMENT LOCATIONS: REQUIREMENTS. 1. ALL EQUIPMENT SHALL MEET MINIMUM SETBACKS AS REQUIRED BY NEC 110.26. 6. THE GROUNDING CONNECTION TO A MODULE SHALL BE ARRANGED SUCH THAT Signature with Seal 2. WIRING SYSTEMS INSTALLED IN DIRECT SUNLIGHT MUST BE RATED FOR EXPECTED THE REMOVAL OFA MODULE DOES NOT INTERRUPT A GROUNDING CONDUCTOR TO OPERATING TEMPERATURE AS SPECIFIED BY NEC 690.31 (A),(C) AND NEC TABLES ANOTHER MODULE. 310.15(13)(2)(A)AND 310.15(13)(3)(C). 7. GROUNDING AND BONDING CONDUCTORS, IF INSULATED, SHALL BE COLORED 3. JUNCTION AND PULL BOXES PERMITTED INSTALLED UNDER PV MODULES GREEN OR MARKED GREEN IF#4 AWG OR LARGER[NEC 250.1191 ACCORDING TO NEC 690.34. 8. THE GROUNDING ELECTRODE SYSTEM COMPLIES WITH NEC 690.47 AND NEC 250.50 4. ADDITIONAL AC DISCONNECT(S)SHALL BE PROVIDED WHERE THE INVERTER IS NOT THROUGH 250.106. IF EXISTING SYSTEM IS INACCESSIBLE, OR INADEQUATE, A WITHIN SIGHT OF THE AC SERVICING DISCONNECT. 2.2.6 ALL EQUIPMENT SHALL BE GROUNDING ELECTRODE SYSTEM PROVIDED ACCORDING TO NEC 250, NEC 690.47 Project Name&INSTALLED ACCESSIBLE TO QUALIFIED PERSONNEL ACCORDING TO NEC AND AHJ. Address APPLICABLE CODES. 9. GROUND-FAULT DETECTION SHALL COMPLY WITH NEC 690.41(B)(1) AND (2) TO 5. ALL COMPONENTS ARE LISTED FOR THEIR PURPOSE AND RATED FOR OUTDOOR REDUCE FIRE HAZARDS USAGE WHEN APPROPRIATE. DISCONNECTION AND OVER-CURRENT PROTECTION NOTES: Lu 1. DISCONNECTING SWITCHES SHALL BE WIRED SUCH THAT WHENTHE SWITCH IS z STRUCTURAL NOTES: OPENED THE CONDUCTORS REMAINING ENERGIZED ARECONNECTED TO THE w coo 1. RACKING SYSTEM & PV ARRAY WILL BE INSTALLED ACCORDING TO � TERMINALS MARKED"LINE SIDE"(TYPICALLY THE UPPER TERMINALS). vn U-) CODE-COMPLIANT INSTALLATION MANUAL. TOP CLAMPS REQUIRE A DESIGNATED 2. DISCONNECTS TO BE ACCESSIBLE TO QUALIFIED UTILITY PERSONNEL, BE w w M--- o SPACE BETWEEN MODULES, AND RAILS MUSTALSO EXTEND A MINIMUM DISTANCE or_ z � LOCKABLE,AND BE A VISIBLE-BREAK SWITCH z Q z BEYOND EITHER EDGE OF THE ARRAY/SUBARRAY, ACCORDING TO RAI 3. PV SYSTEM CIRCUITS INSTALLED ON OR IN BUILDINGS SHALL INCLUDE A RAPID = Y MANUFACTURER'S INSTRUCTIONS. SHUTDOWN FUNCTION TO REDUCE SHOCK HAZARD FOR EMERGENCY v 0 W of 00 2. JUNCTION BOX WILL BE INSTALLED PER MANUFACTURERS' SPECIFICATIONS. IF RESPONDERS IN ACCORDANCE WITH 690.12(A)THROUGH(D). Q o0 o0 ROOF-PENETRATING TYPE, IT SHALL BE FLASHED & SEALED PER LOCAL 4. ALL OCPD RATINGS AND TYPES SPECIFIED ACCORDING TO NEC 690.8, 690.9, AND 7- w REQUIREMENTS. 240. < >_ 3. ROOFTOP PENETRATIONS FOR PV RACEWAY WILLBE COMPLETED AND SEALED W/ 5. MICROINVERTER BRANCHES CONNECTED TO A SINGLE BREAKER OR GROUPED = APPROVED CHEMICAL SEALANT PER CODE BY A LICENSED CONTRACTOR.4. ALL PV RELATED ROOF ATTACHMENTS TO BE SPACED NO GREATER THAN THE FUSES IN ACCORDANCE WITH NEC 110.3(B). -� ' 6. IF REQUIRED BY AHJ, SYSTEM WILL INCLUDE ARC-FAULT CIRCUIT PROTECTION SPAN DISTANCE SPECIFIED BY THE RACKING MANUFACTURER. 2.3.6 WHEN ACCORDING TO NEC 690.11 AND UL1699B. POSSIBLE, ALL PV RELATED RACKING ATTACHMENTS WILL BE STAGGERED INTERCONNECTION NOTES: AMONGST THE ROOF FRAMING MEMBERS. 1. LOAD-SIDE INTERCONNECTION SHALL BE IN ACCORDANCE WITH NEC 705.12 B 2. THE SUM OF THE UTILITY OCPD AND INVERTER CONTINUOUS OUTPUT MAY NOT WIRING&CONDUIT NOTES: EXCEED 120%OF BUSBAR RATING[NEC 705.12(D)(2)(3)]. sheet Name 1. ALL CONDUIT AND WIRE WILL BE LISTED AND APPROVED FOR THEIR PURPOSE. 3. THE SUM OF 125 PERCENT OF THE POWER SOURCE(S)OUTPUT CIRCUIT CURRENT NOTES CONDUIT AND WIRE SPECIFICATIONS AREBASED ON MINIMUM CODE AND THE RATING OF THE OVERCURRENT DEVICE PROTECTING THE BUSBAR SHALL REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING. NOT EXCEED 120 PERCENT OF THE AMPACITY OF THE BUSBAR, PV DEDICATED 2. CONDUCTORS SIZED ACCORDING TO NEC 690.8,NEC 690.7. BACKFEED BREAKERS MUST BE LOCATED OPPOSITE END OF THE BUS FROM THE Sheet Size 3. VOLTAGE DROP LIMITED TO 1.5%. UTILITY SOURCE OCPD[NEC 705.12(B)(2)(3)]. ANSI B 4. DC WIRING LIMITED TO MODULE FOOTPRINT. MICROINVERTER WIRING 4. AT MULTIPLE ELECTRIC POWER SOURCES OUTPUT COMBINER PANEL, TOTAL „ „ SYSTEMS SHALL BE LOCATED AND SECURED UNDER THE ARRAY W/ SUITABLE RATING OF ALL OVERCURRENT DEVICES SHALL NOT EXCEED AMPACITY OF 11 X 17 WIRING CLIPS. BUSBAR. HOWEVER, THE COMBINED OVERCURRENT DEVICE MAY BE EXCLUDED Sheet Number 5. AC CONDUCTORS COLORED OR MARKED AS FOLLOWS: PHASE A OR L1-BLACK ACCORDING TO NEC 705.12(13)(2)(3)(C). PHASE B OR L2- RED,OR OTHER CONVENTION IF THREE PHASE PHASE C OR L3- 5. FEEDER TAP INTERCONECTION(LOADSIDE)ACCORDING TO NEC 705.12(13)(2)(1) E 1 .2 BLUE, YELLOW, ORANGE", OR OTHER CONVENTION NEUTRAL- WHITE OR GREY 6. SUPPLY SIDE TAP INTERCONNECTION ACCORDING TO NEC 705.12 (A) WITH IN 4-WIRE DELTA CONNECTED SYSTEMS THE PHASE WITH HIGHER VOLTAGE TO SERVICE ENTRANCE CONDUCTORS IN ACCORDANCE WITH NEC 230.42 BE MARKED ORANGE[NEC 110.151. 2.7.8BACKFEEDING BREAKER FOR ELECTRIC POWER SOURCES OUTPUT IS EXEMPT Drawn By FROM ADDITIONAL FASTENING[NEC 705.12(13)(5)]. PremiumCAD DMV EQUITY,INC. 525 ROCKLAND AVE ZEWARNING MAMARONECK,NY, ELECTRICAL • HAZARD WARNING PHOTOVOLTAIC 10543 • • • • WC-29935-H17 A! .• NOT TOUCHTERMINALS. — — RATED AC OPERATING CURRENT 52.80 AMPS TERMINALS ON LINE AND LOAD INVERTER OUTPUT CONNECTIOe AC NOMINAL OPERATING VOLTAGE 240 VOLTS I SIDES MAY BE ENERGIZED IN DO NOT RELOCATE THIS THE • •• • I LABEL LOCATION: DE I • - - AC DISCONNECT,POINT OF INTERCONNECTION PER CODE(S):NEC 2017:690.13(B) I I (PER CODE:NEC 690.54) PER CODE(S):NEC 2017:705.12(13)(2)(3)(b): I REVISIONS II Description Date Rev ZEWARNING REVISION 715/2022 01 ELECTRICAL • HAZARD - - - - - J — PHOTOVOLTAIC r AC DISCONNECT I .• NOT TOUCHTERMINALS TERMINALS ON LINE AND LOAD A (PER CODE:NEC 690.14(C)(1)) — — — — — — — — — — — — — _ Signature with Seal SIDES MAY BE ENERGIZED IN L THE OPEN POSITION LABEL LOCATION: L _ SOLAR PHOTOVOLTAIC INVERTER(S),AC DISCONNECT(S),AC SYSTEMS COMBINER PANEL(IF APPLICABLE). &� PER CODE(S):NEC 2017:690.17(4) (PER CODE:NEC 690) Project Name& Address AWARNSOURCE ING DUAL POVVER SOLAR PV SYSTEM SECOND SOURCE IS PHOTOVOLTAIC SYSTEM W EQUIPPED WITH RAPID POINT OF INTERCONNECTION w NEC 705.12(D)(3)&NEC 690.64 ZX SHUTDOWN CAUTION , z m O POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE o co m TURN RAPID � SHUTDOWN FOLLOWING SOURCES WITH DISCONNECT(S) LOCATED AS ^ o PHOTOVOLTAIC SYSTEMO SWITCH TO THESHOWN. � w v Q OFF POSITION TO SOLAR J EQUIPPED WITH — — — — — — — — SHUTDOWN PV ELECTRIC DANGEROUS VOLTAGE MAY BE PRESENT AT ALL TIMES Q z PV PANELS � = Y SYSTEM AND U 0 RAPID REDUCE � � � SHUTDOWN Q oo m SHOCK HAZARD = w LABEL LOCATION: I IN THE ARRAY 1 (5 Q � UTILITY SERVICE ENTRANCE/METER,INVERTER/DC DISCONNECT AT INVERTER[IFC 605.11.3.1(1)&690.56(C)(1)(a)] IF REQUIRED BY LOCAL AHJ,OR OTHER LOCATIONS AS I = REQUIRED BY LOCAL AHJ. I PER CODE:NEC 2017 0 PER CODE(S):NEC 2017:ARTICLE 690.56(C) L - - - • ' ' PHOTOVOLTAIC SYSTEMS PV ARRAY (PER CODE:NEC 690) Sheet Name WARNING LABELS . .....................��J/B u s p AC Sheet Size I ANSI B I NEW PVS6 F — ��I MONITORING. 11 X 1711 I IF SOLAR LOAD CENTER Sheet Number SOLAR PHOTOVOLTAIC WARNING--P— - — — — _ � — — — � UTILITY METER& AC DISCONNECT . • • SYSTEMS MAIN SERVICE PANEL E 1 .3 (PER CODE:NEC 690.31(G)(3)(4)&NEC 690.13(G)(4)) (PER CODE:NEC 690) 4 13IRCH LANE Drawn By PremiumCAD