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Home My WebLink AboutBP20-057PERMIT # aU O57 DATE, 51g7/cg(aa SECTION BLOCK TYPE OF WORK /YI L f I JOB LOCATION 45 OWNER l n?7)S170f1 � r A/) co %EST. COST ,/CO #�c TCO # FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING O RGH PLUMBING GAS O SPRINKLER ELECTRIC LOW -VOLT L-1 ALARM 0 AS BUILT FINAL 5�'E 1 r � 1 - 4 i 11r� Sz)5 -e�25Co G &SI FEEJ�JGb-PA 9%Lw DATE FEE DATE INSPECTION RECORD DATE INSP �i ` QyF DR � t v . 19 VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.tyebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE October 20,2023 Christian Amestoy&Mitra Amestoy 15 Carlton Lane Rye Brook,New York 10573 Re: 15 Carlton Lane, Rye Brook,New York 10573 Parcel ID#: 135.42-1-9 Building Permit#20-057 issued on 5/27/2020 for a Rooftop Solar Array This certifies that the rooftop solar array,installed under the above captioned permit has been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to BUILD R ENT For office use only: PERMIT# —t,5 ESEI- 15 2023 VIL OF RYE OK ISSUED:, — -- ' Co 38 KING STRE 1'E BROOK' YORK 10573 DATE: r2— VILLAGE OF RYE BROOK BUILDING DEPARTMENT FEE: /[�— PA1D,)� Ly 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 *srt*ttststtt*+rt++*+**wstwssttttss*s*+rts+wsts++*t+tst*+t++t*t+st+tss*tssssss+tt++r+*+++tws*sss**tststs+tststt+**t+*tstt+t+tttt Address: 15 Carlton Ln.,Rye Brook, NY 10573 Occupancy/Use: Single Family Resideme Parcel ID#: 135.42-1-9 Zone: R-12 Owner: Christian Amestoy Address: 15 Carlton Ln.,Rye Brook, NY 10573 P.E./R.A. or Contractor: NYS Solar Farm, Inc. Address: 1938 Route 44-55, Modena, NY 12548 Person in responsible charge Anthony S.Sicari,Jr./NYS Solar Farm,IncAddress: 1938 Route 44-55, Modena, NY 12548 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: Anthony S.Sicari,Jr./NYS Solar Farm,Inc.being duly swom,deposes and says that he/she resides at 1938 Route 44-55 (Print Name of Applicant) (No.and Street) in Modena in the County of Ulster in the State of NY ,that (C ity/Town/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:$ Vc� for the construction or alteration of: PV Solar Install - Roof Mounted System 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§250-10.A.of the Code of the Village of Rye Brook. Sworn to before me this of \ Sworn to before me this 2� day of r , 20_-aa day of ,20 Signature of Palfo�� —eer_-I Signature of A icant CA& r, /�N k � � �ica(l Xt Name of Property Owner nt Name of Applic t �'-A -!�I� l Notarv_ Public do ublic SHARI MELILLO BIANCA V.CAUCHI Notary Public,State of New York Notary Public,State of New fork No.OIME6160063 No.OICA6233239 8:112021 Qualified In Westchester County, Qualified in Ulster Coun[y� Commission Expires January 29,20L] Term Expires December 27, (T�`J QyE 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, - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - -- --- - - - ADDRESS :— ` DATE: PERMIT# !� V ISSUED. $ECT: BLOCK: LOT: _ LOCATION: "� emu?./ ��\C\\� C-�1 C\�`�' i OCCUPANCY: ❑ Violation Noted THE WORK IS... ❑/PASSED ❑ FAILED 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 FINAL ❑ OTHER $� 01 $ O _ N N � `• O N N $= N 94 r • � w w = LU i� 60 $- tn $: 14MOD b o o E.y a € 9 Ozo w O G Q06 co t; 0*4 t Lu a I�1 rid crn, �! r ..� .�.1 , �► U low, W Q wJIL. F �= o - , Z z 16 f F.. r m u • � 3 � Q � s ° 8 V U O w z60� a. • •• � Q.. z W a r �i � •i�e l!�w •'$w��w lw�i ••��•� �•�• �•$•�•$� $w�i.��i$w�•$• $i$•�i�� !•�w $• $• j• ♦� $w V ♦i �:�w{a yt✓ 6RC�v� R V� � � V L� BUILIII11�- �_ E�'AR`MENT � VIL GE OF RYE BOOK JUN 2 4 2020 938 KnNc ET RYE B - -!,NY 105 3 (914)9�' 939-5801 VILLAGE OF RYE BROOK .or BUILDING DEPARTMENT ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: 4Q0-05 ` EP#: CDO—O41 Approval Date: J UN 2 4 2020 Permit Fee: $ ',5v Approval Signature: 6V4 Other: Disapproved: (fees are non-refundable) Application dated,010 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. C q 1.Address: r�+0 r) R eArw ' 0�; 7 3 SBL�: �- 5-y�"�'�D/ Zone:�1 2.Property Owner: 1 l Address: I5 COi- J tl i)l Ve&tAj kj 106 71 p Phone#:�� V-23- `V Q 33 �C,ell#: .3��-y13-�0 3-3 email: L�n'7 v�1"-5 1• CC f" 3.Master Electrician: Y IVieEl'LT C a C..J'o, Address: gn I Sfv-'�t I&L'' ' P /&d ner'/Ny I2,SZ Lic.#: n l J[ I_Phone#: N5"(0 r—y�t2 Cell#:: s '� •�'7 �j email: YI I'1�.t'I Lft 11�I S&'. Cotxl Company Name: r ciRni I A^! , Address:jj M3 R Cl r C ply I SS�I�Cc(ei'tG��1Jy �a 5�� 4.Proposed Electrical Work/Fixture Count:SC LCLC Pa-rwiL I A,$luNo_-Acn LPV Pane..L 4Ct2J"Br Can t 2LL� 4t, Li -x n of lo;s ewvrit)° 57 ffiel.dti 1►,w er ;--X wd-k e-�.. i0l) Am A 17ecL c,-kd PV S 'lar PC,_744 ; maun sirV$c.� pe"'o I Its W f - S_TATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: j1 N'6jXWr1 ,J 4 •being duly sworn,deposes and states that he/she is the applicant above named,and does fisher (print name o€4 ividual 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 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 a this 0 Sworn to before me this /- day of i [� 20- day of +t- 20,Ld 4 o Signatur roperty Owner ✓ Si a e of Ap icant Pr' t Name Pro erty caner Prim Nartke dAbblicaan �ry N tary Public r YANIgA EPUY NOTARY PUBLIC-No.01 DE62W923 YANIRA DEPUY STATE OF NEW YORK �' NOTARY PUBLIC,No.01 DE6203923 COMMISSION EXPIRES 05/18 STATE OF NEW YORK COMMISSION EXPIRES 05/18t__�_l 3/21/19 Westchester Rockland Electrical Inspection Services, Inc. Phone: 914-347-3595 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 914-347-3596 Elmsford, NY 10523 BUILDING PERMIT NO. TEMP# - �0 CITY OR VILLAGE ZJP CODE TOWNSHIP COUNT`! v t r U - °7 5 %�i i u STREET AND NO.OR RDAPt POLE NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES 40 TE 1 / , �� BLOCK LOT OCCUPANT'S NAME J7• /A� BUILDING OCCUPANCY ' ��Y� R- s►�Pn�- � OWNER'S NAME AND ADDRESS HOME TELEPHONE NUMBER i a Psla CURRENT SUPPLIED BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO. H.P.EACH NO. WATTS EACH INSPECTION OUTSIDE BASEMENT 7"FL. 2-FL. J U 3' FL. bkGE BROOK REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: 37 5tAn I-o1iPr- 14o-tA4kSv in� 2-20 A►,4 f ZPale; 3-1 S 4py 2fb)e' FVrAr-p Mod e I *l: E/9-320-6- 200 MSP ° (k) AM PY hMP(� mvO +O"'p A 9q lkw ZL / lI,�� plc. THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED.IF 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 AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY.WREIS,INC.IS NOT LISTING,LABELING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION. SIZE OF SERVICE FEEDERS IUU -�k)lctr NponPL CHARACTER OF W RK NEW ITIONAL❑ EXPOSED❑ CONCEALED❑ MUST ENTER APPLICANTS /�.�.��,� 1•IVNn SP - - IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD IV UNDERGROUND G AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. NAME OF COMPANY DATE OF APPLICATION SIGNATURE- APPLICANT +i A/Pwl 1,)( -u to So�r is fn ky (a I 1 1 Y STREET ADDRESS TELEPHONE NO. �J �sys 721-9-7&>y CflY OR OFFICE /��'/ zr LICENSE NO.WHEN APPLICABLE WESTCHESTER ROCKLAND ELECTRICAL INSPECTION MWEISSERVICES,INC. BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: NYS Solar Farm Inc. Christian & Mitra Amestoy 1938 Route 44155 Modena NY 12548 Located at: 15 Carlton Ln, Rye Brook, NY 10573 Certificate Number: 708336 Section: 135.42 Block: 1 Lot: 9 BDC: Permit Number: EP:20-091 BP:20-057 A visual inspection of the electrical system at this premise described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 15 Carlton Ln, Rye Brook, NY 10573 ❑X Basement ❑1st Floor ❑2nd Floor ❑3rd Floor ❑Garage ❑Attic FX Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the installation, as set forth below, was found to be in compliance therewith on 6/30/2020 Name Quantity Rating Circuit Type Solar Photovoltaic System 1 Solar Modules 37 w/Inverters This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way. This certificate is valid for work performed before date of inspection only. MW -i James A. Koppenhaver, P.E. 575 Van Reed Rd, Wyomissing, PA 19610 (484) 794-9949 koppenhaverpe@gmail.com September 23,2022 D V� V ID Location: Christian Amestoy OCT —4 2022 15 Carlton Ln Rye Brook, NY 10573 VILLAGE OF RYE BROOK BUILDING DEPARTMENT Installer: Mr. Anthony Sicari,New York State Solar Farm 871 State Route,#208, Gardiner, NY, 12525 To Whom It May Concern: I certify that the installation of the subject solar panels,per the approved plans, is in compliance with the 2020 Residential Code of New York State, the manufacturer's specifications,and all other relevant codes and standards. Please contact me if there are any questions or comments about the above. y f i Lwr.v.ai.+wl� F Ili OF NEyyY0�s zeCO:L�o J jy f� �� ,�FES$iON `��a► James A. Koppenhaver, P.E. New York P.E. License No. 077142 PA35748E NY77142 CT29571 NJ32140 MD16053 OH78077 FL71888 VA402052001 NEW YORK STATE SOUR I Village of Rye Brook Attn:Building Dept.Laura Petersen 938 King Street Rye Brook,NY 10573 RE: SBL#135.42-1-9 Dear Laura Per our conversation,enclosed please find for Amestoy,15 Carlton Ln.,Rye Brook,NY 10573 the following: • Final Engineer Letter • Check in the amount of$165(BP Fees) • Check in the amount of$100(COFee) • Please close BP#20-057 and email me the CO at:Rose@nyssf.com If there is any additional documentation needed, please do not hesitate to email: Rose@nyssf.com or call 845.256.6051 Thank you! Sincerely, Rose Trosclair NYS Solar Farm,Inc. 1938 Route 44/55 Modena,NY 12548 Rose@nyssf.com 845-256-6051 Direct 5UNPOWER® Rose Trosclair<rose@nyssf.com> by New York State Solar Farm CO for 15 Carlton Ln. Amestoy (20000) Laura Petersen <LPetersen@ryebrook.org> Thu, Sep 22, 2022 at 11:24 AM To: Rose Trosclair<rose@nyssf.com> Good morning and thank you for the email. The C/O fee is $110.00 and the additional building permit fee is $165.00 (check made payable to the Village of Rye Brook). Thank you Laura Laura Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 Ipetersen _ryebrook.org From: Rose Trosclair<rose@nyssf.com> Sent: Wednesday, September 21, 2022 11:07 AM To: Laura Petersen <LPetersen@ryebrook.org> Subject: CO for 15 Carlton Ln.Amestoy(20000) HI there! Great speaking with you! The final Cost was$19,536. Please let me know the final Fees. so i can arrange the Final Paperwork to close out this permit . Thank you Sincerely, u Rose Trosdair Permit Specialist at New York State Solar Farm L.� 845-256-6051 1 nyssf.com I rose@nyssf.com 1938 Route 44 55, Modena NY 12548 Lj u I 1 Laura Petersen From: Laura Petersen Sent: Thursday, September 22, 2022 11:25 AM To: Rose Trosclair Subject: RE: CO for 15 Carlton Ln.Amestoy(20000) Good morning and thank you for the email. The C/O fee is $110.00 and the additional building permit fee is $165.00 (check made payable to the Village of Rye Brook). Thank you Laura Laura(Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 IgetersenOryebrook.or4 From: Rose Trosclair<rose@nyssf.com> Sent:Wednesday, September 21, 2022 11:07 AM To: Laura Petersen<LPetersen@ryebrook.org> Subject: CO for 15 Carlton Ln.Amestoy(20000) HI there! Great speaking with you! The final Cost was$19,536. Please let me know the final Fees. so i can arrange the Final Paperwork to close out this permit . Thank you Sincerely, Rose Trosclair Permit Specialist at New York State Solar Farm 845-256-6051 1 nyssf.com I rose@nyssf.com 1938 Route 44 55, Modena NY 12548 F-1 El F] F-1 9/12/23, 11:49 AM New York State Solar Farm Mail-Solar Permit for 15 Carlton Lane SUNPOWER® Rose Trosclair<rose@nyssf.com> by New York State Solar Farm Solar Permit for 15 Carlton Lane 5 messages Laura Petersen <LPetersen@ryebrook.org> Thu, Sep 7, 2023 at 2:33 PM To: Rose Trosclair<rose@nyssf.com>, "kathy@nyssf.com" <kathy@nyssf.com>, "bianca@nyssf.com" <bianca@nyssf.com> Cc: christian amestoy<camestoy@msn.com> Good afternoon, Please advise as to the status of the C/O application for 15 Carlton Lane as well as the$10.00 C/O balance due and the $500.00 expired permit fee due. My last inquiry with Rose Trosclair was on March 10, 2023. Rose advised that the $10.00 check was sent out on October 3, 2022 (check number 2401). The Building Department never received that check nor did we receive the C/O application. Please advise as soon as possible. Thank you Laura Laura Petersen vyn Office Assistant Village of Rye Brook 938 King Street / Rye Brook, New York 10573 Phone(914)939-06681 Ipetersen@N brook.org on CO-CC Application 8.2021.pdf 499K christian amestoy <camestoy@msn.com> Mon, Sep 11, 2023 at 5:08 PM To: "kathy@nyssf.com" <kathy@nyssf.com>, Rose Trosclair<rose@nyssf.com>, "bianca@nyssf.com"<bianca@nyssf.com> Cc: Laura Petersen <LPetersen@ryebrook.org> Good afternoon. Has there been a resolution to this? Christian Amestoy On Sep 7, 2023, at 2:33 PM, Laura Petersen <LPetersen@ryebrook.org>wrote: [Quoted text hidden] <CO-CC Application 8.2021.pdf> hftps://mail.google.com/maiVu/0/?ik=4d82aef4Oc&view=pt&search=all&permthid=thread-f:1776404790097410704&simpl=msg-f:17764047900974107... 1/4 y ao. at pceallc %-'7 ,�•tai dam A) YS Solar 4 /oo k A cz/�eo� Se /y Qalyl Se o� Y4Q c/o V10/�3 A4,- ,Zol31p- - jllll b a3 sao .J,-e 2 :�F,f)Qe b�nla.0 c�'o Q;� Building Permit Check List&Zoning Analysis �. Address: �� ' �1,l ODD �n/�•t�� SBL Zone: 2- Use: *Z Const.Type: Other. Submittal Date: t 1 3 ( Z Revisions Submittal Dates: Applicant ►S A C T O V I- Nature of Work �� l�� Lw C� L Ail Reviews:2BA: FEB - 5 2020 PB: BOT: Other. OK ( ( ) FEES:Filing: ?T BP: 3 S_i�� C/O: Legalization: ( ) (-)-APP: Dated: Notarized: ✓ SBL: ✓I- uss 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: ( ) ( PLANS:D Stamped: ✓ Seale'd. ✓ Copies: Electronic ✓ Other. ( License: 7 Workers Comp:_ V Liability Comp.Waiver. Other. CODE 753#: Dated: N/A: HIGH-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. LOW-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. ( ) ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit H.W.I.C.:_Battery:_Other. ( ) ( ) PLUMBING Plans: Permit Nat. Gas: LP Gas: N/A/: Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit N/A: Other. ( ) ( ) H.V.A.C.: Plans: Permit N/A: Other. ( ) ( ) FUEL TANK Plans: Permit Fuel Type: Other. ( ) ( ) 20I7 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: Z Vf 1 Z 2 approval:- notes: ( )ZBA mtg. date: approval• notes: ( )PB mtg.date: approval: notes: REQUMM EXISTING PROPOSED NOTES APPROVED Area: ..ate=MAY 9 6 2020 Circle: FpgEggge Front Front Sides: Rear. Main Cor. Accs.Cov: Ft.H Sb: Sd.H Sb: GFA: Tot : FtFt.IiSID: PgAw. jj6ght/Stories: notes: BUILD MENT � E C E � "M E+ VILE E Of OK JAN 31 2020 938 KING ET I2Y�8[t NY 10573 (914)9 ,- 39-5801 VILLAGE OF RYE BROOK 0 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: 15 Carlton Lane, Rye Brook, NY 10573 Date of Submission: 01 i99 lawn Parcel ID#: 135.42-1-9 Zone: ZSFpl Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: MUST BE COMPLETED BY THE APPLICANT The following items must be submitted to the Building PV Solar Install - Roof Mount 11.84 kw Department by the applicant-no exceptions. 1. (v�Completed Application 2. (v)Two(2)sets of sealed plans. (one fun size(maximum Property Owner:Christian Amestoy 11 X I-4 allowable plan size=36"x 42") and one 11"x17") 15 Carlton Lane, Rye Brook, NY 10573 �/A Address: y 4. (0 Two(2)copies of the proposed site plan. Phone# 347-423-4033 5. One electronic/disc copy of the complete Applicant appearing before the Board: application materials. 6. Filing Fee. NYS Solar Farm, Inc. 7. (vj Any supporting documentation. Address: 1938 Route 44-55, Modena, NY 12548 9. ( Photographs. Phone# 845-z5(0-W 1 10.( )Samples of finishes/color chart.(a sample board or Architect/Engineer: J. KoPP enhaver, PE model may be presented the night of the meeting) c1� Phone# qO-7'- 79'/- 994/ 9 By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions&Procedures,and that their application is complete in all respects.The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. w Sworn to before me thisiv,"k Sworn to before me this (X 1 day of d u 0 X day of I� l( , 20 ,�-Q 7 U/ Signature of er ignature of t G' Cho 64, A Y 1 e Anthony S. Sicari, Jr NYSSf lnc. Print Name of Property Owner Print Name of Applicant y0j11 ra DeR " VnI4 i M " a Notary Public Notary Public ANIRA DEPUY YANIRA DEPUY NOTARY UBLIC.No.OI DE6203923 N T RY PUBUC,No.Ol DE6203923 STATE OF NEW YORK 41 STATE OF NEW PORK COMMISSION EXPIRES 05/18�. COMMISSION EXPIRES OS/18 L# 3/21/19 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, April 1, 2020 NAME & TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# LOCATION 15 Beacon Lane Roof Top Solar Array& Consent 4895 (Zubov) System Agenda 4 Wilton Road Roof Top Solar Array& Consent 4896 (Boruch) System Agenda 15 Carlton Rd Roof Top Solar Array& Consent 4897 (Amestoy) System Agenda 2 Hillandale Road Roof Top Solar Array& Consent 4898 (Oling) System Agenda 18 Red Roof Dr Roof Top Solar Array& Consent 4899 (Lungariello) System Agenda 23 Woodland Dr. Moving Window Over, at Consent 4900 (Silverman) Rear Nook Elevation Agenda 1 Churchill Road(St Legalize Front Patio,Cedar 4901 Lawrence) Privacy Fence, Stair Railing 47 Rock Ridge Dr (2)Rear 2nd Story 4902 (Nurik) Additions,New Deck, Front Addition&Portico 5 Brookside Way New Detached Accessory 4903 (Con Edison) Bldg,New 125K Natural Gas Generator,New Site Lighting& Security Equipment 20 Country Ridge Dr Demo Existing Deck,Build 4904 (Reiss) New Larger Deck. 20 Country Ridge New Front Porch,New 4905 Circle(Hannon) Gable Roof 177 North Ridge Two Story Addition 4906 Street(Lovallo) ML NM v MR SE JM V SF AC MI JB v NEW YORK ffATE OLAR FaV f�C� E U V E� D ' JAN 31 2020 VILLAGE OF RYE BROOK Village of Rye Brook BUILDING DEPARTMENT Attn: Building Department 938 King Street Rye Brook,NY 10573 Per our conversation,enclosed please find for Amestoy,15 Carlton Lane,Rye Brook,NY 10573,the following: • Building Permit Application w/$75.00 Check • Application check list-Completed&Signed • Photographs showing front,rear and side view of property • Photographs showing properties on side and adjacent to property • Photographs showing example of panels to be installed(Sunpower E19-320-E-AC) • Consent Form • Insurance Certificates • Property Description Report • Two(2)sets of plot plans • Two(2)sets of plans • An electronic(disk)copy of all materials submitted • UPS Pre-paid Self-addressed Return envelope If there is any additional documentation needed following the ARB approval,please do not hesitate to email or call our office at 845.256.6051 and I will gladly forward it. Thanking you in advance for all your help. Sincerely, Kathy Dennett NYS Solar Farm,Inc. 1938 Route 44/55 Modena,NY 12548 kathyRnyssf.com 845.256.6051-office 1 NEW FORK ff ATE SOLAR FaR1I Village of Rye Brook-Code Enforcement Attn: Steven E.Fews,Asst Building&Fire Inspector 938 King Street Rye Brook,NY 10573 Per our conversation,enclosed please find for Amestoy,15 Carlton Lane,Rye Brook,NY 10573,the following: • 4 sets of superimposed ariel/elevation view of the proposed panels on the roof line • 4 sets of revised site plan/plan set If there is any additional documentation needed for the ARB meeting to be held on March 18,2020,please do not hesitate to email or call our office at 845.256.6051 and I will gladly forward it Thanking you in advance for all your help. Sincerely, Kathy Dennett NYS Solar Farm,Inc. 1938 Route 44/55 Modena,NY 12548 kathy(&nyssf.com 845.256.6051-office �� nw 7 o � Lr �m PHOTOS OF PROPERTIES ON SIDES &ACROSS THE STREET FROM 15 CARLTON AVE, RYE BROOK, NY: (Reference Included Tax Map) 71 HA, r .' 1:rsM rp I�IS r i 17 Carlton Lane—SBL#135.42-1-8 s .-. a ._..... .. - ... .,.. y: 11 Carlton Lane—SBL#135.42-1-10 F IF r"'♦+.. Witt �* , y z :1 y+ ,may 4, 1 ° + wo x � Mike Izzo From: Kathryn Speckenbach Dennett <kathy@nyssf.com> Sent: Monday, April 13, 2020 3:49 PM To: Mike Izzo Cc: Steven Fews;Tara Gerardi; Laura Petersen Subject: Re:Approved Building Permit for Solar at 15 Carlton Ln Rye Brook NY, 10573 Completely understood, we can not and are not doing installs until the executive order is lifted. I just needed the BP to continue my application process for the customer but I will wait until the order is lifted and will contact you back then. Thank you! Sincerely, Kathy Dennett 1938 Route 44/55 Modena, NY 12548 1 Direct: 845.256.6051 0 ' 0 -.0 -.0 Receive 500 for a referral! THIS EMAIL IS POWERED BY THE SUN! On Mon, Apr 13, 2020 at 3:39 PM Mike Izzo <MIzzoAr_yebrook.org>wrote: Dear Ms. Denett, Thank you for the email. Although your application was approved by the ARB, under the Governors construction guidelines new residential solar installations are not considered essential construction. Therefore the Building Departmernt cannot issue your permit until the guidlines are modified or rescinded. Thank you. Michael J. Izzo Building & Fire Inspector Sent from my Whone On Apr 13, 2020, at 2:37 PM, Kathryn Speckenbach Dennett<kathygnyssf.com> wrote: Good Afternoon Mike, i I understand the Building Permit application we had submitted was approved by the Board at the last meeting. Wondering if it is possible to get a copy of that BP emailed to me? Thank you and I hope you are doing well and staying safe! Sincerely, Kathy Dennett 1938 Route 44/56 Modena, NY 125481 Direct: 845.256.6051 o = o -.a =.o =. Receive �WU for a referral! THIS EMAIL IS POWERED BY THE SUN! 2 Tara Gerardi From: Tara Gerardi Sent: Tuesday, May 26, 2020 2:55 PM To: 'bianca @ nyssf.com' Subject: 15 Carlton Lane The building permit application has been approved by the Building Inspector, before I can issue the building permit the following items must be submitted to our office, 1. Copy of general contractor's valid Westchester County Home Improvement License. 2. General contractor's valid liability insurance (the Village Of Rye Brook must be the certificate holder) 3. General contractor's valid workers compensation on a NY State Board form (C 105-2 or U26.3) 4. Building permit fee $135.00 (due once permit is issued and ready for pick-up) TARA A. GERARDI SECRETARY -- PLANNING BOARD, ZONING BOARD OF APPEALS & ARCHITECTURAL REVIEW BOARD VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK, NEW YORK 10573 OFFICE (914) 939-0668 FAx (914) 939-5801 pp � F. u = r t CN N i a . 1 ' -• R.i .V 00 LOLL s < O N v I' l+is1►) ,..r N U.) ? u r y Q`��ec!ion�tiy Q i«a W W W �( 0000 ton ej � J y 1 1• RS ►�i � J � v `p y (6 + N LO N t. 1 Ac R® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD VYVV) �../ 01/16/2020 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 pollcy(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 NAME: Kieran Basra Integrated Brokerage Services,Inc. PHONE (516)997-2900 FAX (516)997-2910 A/C No Ezt: Al,No): 303 Sunnyside Blvd E-MAIL DDRESS: kieranb@ibsinsurance.com A Suite 25 INSURER(S)AFFORDING COVERAGE NAIC 0 Plainview NY 11803 INSURERA: Westchester Surplus Lines Ins Co 10172 INSURED INSURER B: United Wisconsin Insurance Company 29157 New York State Solar Farm Inc INSURER c: Hartford Fire Insurance Co 19682 1938 Route 44/55 INSURER 0: IN E: Modena NY 12548 INSURER F COVERAGES CERTIFICATE NUMBER: CL201317596 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. IN SR POLICY EFF POLICY EXP LT R TYPE OF INSURANCE INSO WVD POLICY NUMBER MM/DDlYYYY MMIDDlYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR PREMISES Eaoccurrence $ 50,000 MED EXP(Any one person) $ 5,000 A G71201600002 11/05/2019 11/05/2020 PERSONAL&ADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S 2,000,000 X POLICY PRO 2,000,000 JECT LOC PRODUCTS-COMPIOP AGG $ OTHER I I $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) s OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accdent) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LAB CLAIMS-MADE AGGREGATE S DED RETENTION$ $ WORKERS COMPENSATION X1 PER STATUTE EORH AND EMPLOYERS'LIABILITY B ANY PROPRIETOR/PARTNER/EXECUTIVE V❑ NIA WC506-00166-020-SZ 01/01/2020 01/01/2021 E.L EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L DISEASE-_POLICY LIMIT $ Contractor's Equipment-Installation C Floater 12MSBI5789K1 11/05/2019 11/05/2020 Any one premises $150,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) 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. Building Department Rye Brook NY 10573 [ jb rf ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD oRK Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured New York State Solar Farm Inc (846)255-0610 871 State Route 208 1c.NYS Unemployment Insurance Employer Registration Number of Gardiner,NY 12525 Insured 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 320239169 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) United Wisconsin Insurance Company Village of Rye Brook 3b.Policy Number of Entity Listed in Box"l a" Building Department 938 King Street WC506-00166-020-SZ Rye Brook,NY 10673 3c.Policy effective period 1/1/2020 to 1/1/2021 3d.The Proprietor,Partners or Executive Officers are Included.(Only check box if all partners/officers included) QX 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"la"for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item- 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: Alicia Christiansen (Print name of authorized representative or licensed agent of insurance carder) Approved by: ILA C (VIAXLiJAA"A. V Signature) (Date) Title:Assistant Director of Sales Operations Telephone Number of authorized representative or licensed agent of insurance carrier: 941-306-3077 Please Note:Only insurance carriers and their licensed agents are authorized to Issue Form C-105.2.Insurance brokers are NCI C-105.2(9-17) www.wcbny.gov James A. Koppenhaver, P.E. 304 Logan Avenue, Wyomissing, PA 19610 (484) 794-9949 koppenhaver January20 2020 : ' l'' , �,... .� Location: Christian Amestoy 15 Carlton Lane LEA I ` Rye Brook,NY 10573 BIJILDINGD DEPARTMENT Installer: Mr. Anthony Sicari,New York State Solar Farm 871 State Route,#208, Gardiner,NY, 12525 Re: Structural Certification for Solar Energy System's Rooftop Appurtenances To Whom It May Concern: The purpose of this letter is to certify that the existing roof framing is adequate to support the additional loads from solar panels at the above location. I have evaluated the structural framing of the existing roof with the additional loading to account for the proposed solar panel application. Deflection and stresses of the structural components remain within the allowable for the existing roof. Compliance Method is through an Engineered Design in accordance with the 2017 NY Uniform Code Supplement, 2015 IRC and Risk Category 1 for Wind Pressures from 120 mph, 3-sec. gust, Exposure B,and a Ground Snow Load of 20 psf. From the site inspection and analyses and as evidenced by previous roof loads withstood, the existing structure is verified to be structurally adequate to support the reactions of the solar panels in addition to the original design loading. The dead load of the solar panel assembly in this assessment is approximately 3.0 psf. Taking into consideration the risk to building and land, it is my professional opinion, with a reasonable degree of engineering certainty and probability,that the structural integrity of the roof framing will remain sound with the solar panel installation. Should you have any questions in regard to the information contained in this letter, please do not hesitate to contact me. Submitted, �woo"., .p o 0'0,��Q�.Q �+ate _ _ i v\��e r zie ,� of t�{�,Yv PERMIT# T 0 Q Ot �' DATE APP D - Y 2 202 BUILDING I PET Illape of Rye BrooI4 NY FILE COPY PA35748E NY77142 CT29571 NJ32140 MD16053 OH78077 FL71888 VA402052001 k a IF eArk IN F � _ IF MEN 1 Amen a y i�. m .i �• - . -I �,5 E SUN P WER SunPower`R' E-Series: E20-327 I E19-320 SunPower' Residential AC Module Built specifically for use with the SunPower EquinoxTM'system,the only fully integrated solution designed,engineered,and warranted by one manufacturer. Maximum Power. Minimalist Design. Industry-leading efficiency means more power and savings iiAL_4� per available space.With fewer modules required and hidden microinverters,less is truly more. Highest Lifetime Energy and Savings. Designed to deliver 60%more energy over 25 years in real-world conditions like partial shade and high temperatures.' 150% ____ ___________________ 3 40% ------ Fundamentally Different. a „ And Better. a 1 20% "p to T 1 roue 60% T 00 100% more c 90% lifetime a 80% energy Conventional Module j 0% N 60% The Sunl?owerl"]Vlaxeonl Solar Cell Years of operation • Enables highest-efficiency modules available.2 Best Reliability. Best Warranty. • Unmatched reliability' • Patented solid metal foundation With more than 25 million modules deployed around prevents breakage and corrosion the world,SunPower technology is proven to last.Thars why we stand behind our module and microinverter . •;. 00, with the industrys best 25-year Combined Power and Product Warranty,including the highest Power Warranty in solar. v 100% p98% Factory-integrated M icroinverter a 96% v • Simpler,faster installation 9_% • Integrated wire management, E 90% 12 rapid shutdown 138% more 86% Conventional Module ' • Engineered and calibrated by power SunPower for SunPower modules 82% in year 3 80% 125 0 _ Years of operation Datasheet E-Series: E20-327 I E19-320 SunPower-.Residential AC Module AC Electrical Data Inverter Model:Enphase IQ 7XS pQ7XS-96-ACM-US) @240 VAC @208 VAC Peak Output Power 320 VA 320 VA Max.Continuous Output Power 315 VA 315 VA Nom.(L-L)Voltage/Range2(V) 240/211-264 208/183-229 Max.Continuous Output Current(A) 1.31 1.51 Max.Units per 20 A(LQ Branch Circuit3 12(single phase) 10(two pole)wye CEC Weighted Efficiency 97.5% 97.0% Nom.Frequency 60 Hz Extended Frequency Range 47-68 Hz AC Short Circuit Fault Current Over 3 Cycles 5.8 A rms Overvoltage Class AC Port III AC Port Backfeed Current 18 mA Power Factor Setting 1.0 Power Factor(adjustable) 0.7 lead./ 0.7 lag. No active phase balancing for three-phase installations DC Power Data Warranties,Certifications,and Compliance SPR-E20-327-E-AC SPR-E19-320-E-AC Warranties 25-year limited power warranty Nom.Power I(Pnom) 327 W 320 W 25-year limited product warranty Power Tol. +5/-0% +5/-0% UL 1703 Module Efficiency 20.4% 19.9% Certifications UL 1741/IEEE-1547 and UL 1741 AC Module(Type 2 fire rated) Temp.Coef.(Power) -0.35%/°C -0.35%/°C Compliance UL 62109-1/IEC 62109-2 FCC Part 15 Class B •Three bypass diodes ICES-0003 Class B Shade Tol. •Integrated module-level maximum CAN/CSA-C22.2 NO.107.1-01 power point tracking CA Rule 21(UL 1741 SA)4 Operating _ (includes VolWar and Reactive Power Priority) UL Listed PV Rapid Shutdown Equipment6 Operating Temp. -40'F to+185°F(-40°C to+85`C) Max.Ambient Temp. 122°F(50°C) Enables installation in accordance with: NEC 690.6(AC module) Max.Load Wind: 12 psf,f,6 0 Pa, ,611 kgI front t back NEC 690.12 Rapid Shutdown(inside and outside the array) Snow.125 psf,6000 Pa,611 kg/m2 front NEC 690.15 AC Connectors,690.33(A)-(EX1) Impact Resistance 1 inch(25 mm)diameter hail at 52 mph(23 m/s) When used with InvisiMount racking and InvisiMount accessories (UL 2703): Solar Cells 96 Monocrystalline Max.eon Gen III Module grounding and bonding through InvisiMount •Class A fire rated Front Glass High-transmission tempered glass with When used with AC module Q Cables and accessories(UL 6703 and anti-reflective coating UL 2238r: Environmental Rating Outdoor rated •Rated for load break disconnect Frame Class 1 black anodized(highest AAMA rating) PID Test Potential-induced degradation free Weight 42.9 lbs(19.5 kg) �_ —1sm1(6131n1 — Recommended Max. 1.3 in.(33 mm) Module Spacing T 1 1 SunPower 360 W compared to a conventional module on same-sized arrays(260 W,16% efficient,approx.1.6 m2),4%more energy per watt(based on third-party module characterization and PVSim),0.75%/yr slower degradation(Campeau,Z.etal."Sun Power Module Degradation Rate;SunPower white paper,2013). 1 2 Based on search of datasheet values from websites of top 10 manufacturers per IHS,as of 1016 mm L January 2017. (4e.21n.) �"""� 3#1 ran k i n'Frau nhofer PV Du rability In itiative for Sola r Mod u les:Pa rt 3."PVrec h Power tt.z'".t Magazine,2015.Camp eau,Z.et al."SunPower Module Degradation Rate,"Sun Power white paper,2013. 4 Factory set to 1 547a-2014 d efault settings.CA Rule 21 default settings prof le set d u ring 333mm commissioning.Seethe Equinox Installation Guide#518101 for more Information, (153 ho 5 Standard Test Conditions o000W/m'irradiance,AM1.5,25°C).NRELcalibration 1 standard:SOMS current,LACCS FF and voltage.All DC voltage is fully contained within the L module. 43)mm 6 This product Is UL Listed as PVRSE and conforms with NEC 2014 and NEC 2017 690.12; �- and C22.1.2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC and DC conductors; m.2 in.) when installed according to manufacturer's Instructions. �� is moue See www.sunpower.com/facts for more reference information. For more details,see extended datasheet www.sunpower.com/datasheets ro..e,9e 40 I Specifications included in this datasheet are subject to change without notice. USTEU E4nm SUN N POWER 02018 Sun Power Corporation.All Rights Reserved.SUNPOWER,the M.&6 ring Ruf°.e°o"c.:Typ.2 SUNPOWER logo and MAXEON are registered trademarks of SunPower Corporation in the U.S.and other countries as well.1-800-SUNPOWER. Please read the Safety and Installation Instructions for details. 531948 RevA sunpower.com ly � F 5 cX Ir *h t 1 �s ANN Simple and Fast Installation Integrated module-to-rail grounding Pre-assembled mid and end clamps Levitating mid clamp for easy placement Mid clamp width facilitates consistent,even _ module spacing UL 2703 Listed integrated grounding _- Flexible Design Addresses nearly all sloped residential roofs Design in landscape and portrait with up to 8' rail span Pre-drilled rails and rail splice Rails enable easy obstacle management Customer-Preferred Aesthetics #1 module and#1 mounting aesthetics Elegant Simplicity Best-in-class system aesthetics Premium,low-profile design SunPowerO InvisiMountTm is a SunPower-designed Black anodized components rail-based mounting system.The InvisiMount system Hidden mid clamps and capped,flush addresses residential sloped roofs and combines faster end clamps installation time, design flexibility, and superior aesthetics. Part of Superior System The InvisiMount product was specifically envisioned and Built for use with SunPower DC and AC modules engineered to pair with SunPower modules. The resulting Best-in-class system reliability and aesthetics Optional rooftop transition flashing,rail- system-level approach amplifies the aesthetic and mounted J-box,and wire management rail clips installation benefits—for homeowners and for installers. Combine with SunPower modules and SunPower EnergyLink®monitoring app [77 - = u sunpower.com Datasheet I�IIIINIGIi►�Ililllllf�iill :- • �. x tom°.r�,wR�•h�� "i -`te InvisiMount Components Module'i Mid Clamp and Rail Module'/End Clamp and Rail Ground Lug Assembly P."Wi-ro-Row Spacer End Clamp Mid Clamp *OWN Row-to-Row Grounding Clip Rail and Rail Splice InvisiMourit Component Details InvisiMount Operating Conditions Mid clamp Back oxide stainless steel 300 series 63 g(2.2 oz) Temperature —40°C to 90`C(-40'F to 1940 F) End clamp Black anodized aluminum 6000 series 110 g(3.88 oz) 3000 Pa uplift Max.Load(LRFD) 6000 Pa downforce Rail Black anodized aluminum 6000 series 830 g/m(9 oz/ft) Rail splice Aluminum alloy 6000 series 830 g/m(9 oz/ft) Rail bolt M10-1.5 x 25 mm;custom T-head SS304 18 g(0.63 oz) Roof Attachment Hardware SupportedDesign Tool Rail nut M10-1.5;DIN 6923 SS304 nominal Ground lug Composition Shingie Rafter Attachment assemblySS304;A2-70 bolt;tin-plated copper lug 106.5 g(3.75 oz) Composition Shingle Roof Decking Attachment Application Curved and Flat Tile Roof Attachment Row-to-row SS 301 with SS 304 M6 bolts 75 g(2.6 oz) Universal interface for other roof attachments grounding clip Row-to-row Black POM-grade plastic 5 g 18 oz) spacer InvisiMount Component LRFD Capacities' linvisilVICUntAnd Certifications Mid clamp Uplift 664''bf 25-year product warranty Shear 5401bf Warranties • 5-year finish warranty Uplift 899 Ibf End clamp UL 2703 Listed Shear 220Ibf Certifications Moment:upward 548 Ibf-ft I Class A Fire Rated Rail —_— _ Moment:downward 580 Ibf-ft Moment:upward 548 Ibf-ft Rail splice Moment:downward 580 Ibf-ft Roof Attachment Hardware Warranties Uplift 1000 Ibf L-foot Shear 3901bf F7 to roof attachment hardware manufacturer's documentation. 'Module frame that is rompatlble with the InvisiMount system required 6�r hardware interoperab;lity. =SunPower recommends that all Equinox-,InvlslMount ,and AC module systems always be designed using the InvisiMount Span Tables#524734.If a designer decides to instead use the component capacities listed in this document to design a system,note that the capacities shown are Load and Resistance Factor Design(LRFD)design loads,and are NOT to be used for Allowable Stress Design(ASD)calculations;and that a licensed Professional Engineer(PE)must then stamp all calculations.If you have any questions please contact SunPower Technical Support at 1-855-97 7-7867. sunpower.com tB 2018 SunPower Corporation.All Rights Reserved.SUNPOWER,the SUNPOWER logo,EQUINOX,and INVISIMOUNT are trademarks or registered trademarks of SunPower Corporation. 509506 Ri All other trademarks are the property of their respective owners.Specifications included in this datasheet are subject to change without notice. SUNPOWER® Invisimount Span Tables Engineering Summary Letter The following tables list the allowable spacing of attachment points for the SunPower Invisimount mounting system. Loads on the system were calculated in accordance with ASCE 7-10, using the following parameters: • Risk Category II • System weight(including PV modules, rails, attachments, and wiring) = 2.84 psf • No live load acts on top of the PV modules • Wind speed &exposure as indicated in the tables • Roof height and slope as indicated in the tables • For wind load,topographic factor Kzt= 1.0, and directionality factor Kd =0.85 per ASCE 7-10 Table 26.6-1 • Wind load coefficients per either wind tunnel testing or ASCE 7-10 Chapter 30(see notes below tables) • Ground snow load as indicated in the tables • For snow loads,thermal factor Ct= 1.2 ("unheated and open air structures"), per ASCE 7-10 Table 7-3 • For snow loads, exposure factor Ce =0.9("fully exposed"), per ASCE 7-10 Table 7-2 • For snow loads, slope factor Cs is determined per ASCE 7-10 Figure 7-2 assuming the array is an "unobstructed slippery surface" where snow is free to slide off the array • Seismic short-term spectral acceleration (Ss)=3.0g, maximum, and seismic site class= D, per ASCE 7-10 Section 11.4.2 • Seismic component importance factor Ip= 1.0 per ASCE 7-10 Section 13.1.3;seismic component response factor Rp= 1.5, and component amplification factor ap= 1.0, per ASCE 7-10 Table 13.5-1 and 13.6-1; seismic loads are calculated per ASCE 7-10 Chapters 11 and 13 • Load combinations per ASCE 7-10 Chapter 2 The maximum allowable spans shown in the tables are based on the calculated loads and the capacity of the rail and the attachment, determined by analysis and testing in accordance with IBC 2012/2015 and referenced standards. • Bending strength of aluminum rails is calculated according to the Aluminum Design Manual 2010 Section B.3.2.1(LRFD) • The strength of attachments to the L foot roof attachment hardware is based on product information from the attachment manufacturer • The strength of the lag screw in withdrawal and shear is calculated according to the National Design Specification (NDS)for Wood Construction, 2010 • The maximum allowable attachment spacing is calculated by checking the demand/capacity ratios for bending in the rail and tension, compression and shear on attachments for all required load combinations. The reported maximum allowable spacing is the greatest spacing, rounded down to the nearest 2-foot increment, for which the demand/capacity ratios are less than or equal to 1.0. • These tables do not consider the strength of the supporting roof structure. In areas of low snow load, the weight of the array is often considered to offset the design live load of the roof, since SUNPOWER personnel and equipment cannot be placed on top of the array. It is recommended to stagger attachment points,as shown in Figure 1, to evenly distribute loads to the rafters. RAFTER,TYRT MODULE,TYP, RAIL,TYP. ATTACHMENT,TYP. .:i I CANTILEVER OF RAIL AND ATTACHMENT SPACING MODULE BEYOND LAST (CENTER-TO-CENTER) ATTACHMENT Figure 1 • These tables assume that each module is installed centered over a pair of rails, as shown in Figure 2(a). In cases where one rail is closer to the midpoint of the module, as shown in Figure 2(b), adjustments to the spacing may be required. MODULE,TYP. RAIL TYR EQUAL EQUAL : _J[7 I (8) Ih Figure 2 Please contact SunPower for any further technical information which may be required. OF NEW a n w w Z ? OA 9626 ROFESSION�� q/4/27 SUNP WER Exposure: C Ground Snow (psf): 20 Roof Height (ft): 20 INVISIMOUNT ALLOWABLE SPANS - ZONE 1 (FT) slope 4 9.46° 14.04° 18.43° 22.62° 26.57° 30.26` 33.69° 36.87` 39.81° 42.51° 45° Speed.(, 2:12 3:12 4:12 5:12 6:12 7:12 8:12 9:12 10:12 11:12 12:12 110 6 6 6 8 8 6 6 8 8 8 8 115 6 6 6 6 8 6 6 6 6 6 8 120 6 6 6 6 8 6 6 6 6 6 6 125 6 6 6 6 8 6 6 6 6 6 6 130 6 6 6 6 6 6 6 6 6 6 6 135 6 6 6 6 6 6 6 6 6 6 6 140 6 6 6 6 6 6 6 6 6 6 6 INVISIMOUNT ALLOWABLE SPANS - ZONE 2 (FT) slope 9.46° 14.04° 18.43° 22.62° 26.57° 30.26° 3369` 36.87° 39.81 42.51° 45° Speed.►, 2:12 3:12 4:12 5:12 6:12 7:12 8:12 9:12 10:12 11:12 12:12 110 6 6 6 6 6 6 6 8 8 8 8 115 6 6 6 6 6 6 6 6 6 6 6 120 6 6 6 6 6 6 6 6 6 6 6 125 4 4 4 4 4 6 6 6 6 6 6 130 4 4 4 4 4 6 6 6 6 6 6 135 4 4 4 4 4 6 6 6 6 6 6 140 1 4 4 4 4 4 6 6 6 6 6 6 INVISIMOUNT ALLOWABLE SPANS - ZONE 3 (FT) slope 9.46° 14.04° 18.43° 22.62° 26.57° 30.26' 33.69° 36.87° 39.81° 42 51° 45° Speed.(, 2:12 3:12 4:12 5:12 6:12 7:12 8:12 9:12 10:12 11:12 12:12 110 4 4 4 4 4 6 6 8 8 8 8 115 4 4 4 4 4 6 6 6 6 6 6 120 4 4 4 4 4 6 6 6 6 6 6 125 0 0 0 0 0 6 6 6 6 6 6 130 0 0 0 0 0 6 6 6 6 6 6 135 0 0 0 0 0 6 6 6 6 6 6 140 0 0 0 0 0 6 6 6 6 6 6 Notes • Tables are based on strength of the Invisimount rail and L-foot/lag screw roof attachment hardware, in conformance IBC 2012, IBC 2015, and referenced standards. • Wind speeds are ultimate values in mph, as defined in ASCE 7-10. • Wind pressure coefficients are derived from ASCE 7-10 Figure 30.4-213 and 30.4-2C. • Allowable cantilever at the end of the rail is 2 ft. • An allowable span of 0 in the table indicates that system cannot be located in that zone. • User is responsible for verifying the strength of the roof. SUNP WER` Exposure: C Ground Snow (psf): 20 Roof Height (ft): 30 INVISIMOUNT ALLOWABLE SPANS -ZONE 1 (FT) slope 4 9.46° 14.04° 18.43° 22.62° 26.570 30.26° 33.69° 36.87° 39.81° 42.51° 45° Speed,I 2:12 3:12 4:12 5:12 6:12 7:12 8:12 9:12 10:12 11:12 12:12 110 6 6 6 6 8 6 6 6 6 6 8 115 6 6 6 6 8 6 6 6 6 6 6 120 6 6 6 6 8 6 6 6 6 6 6 125 6 6 6 6 6 6 6 6 6 6 6 130 6 6 6 6 6 6 6 6 6 6 6 135 6 6 6 6 6 6 6 6 6 6 6 140 6 6 6 6 6 6 6 6 6 6 6 INVISIMOUNT ALLOWABLE SPANS -ZONE 2 (FT) slope--> 9.46° 14.04° 18.43° 22.62° 26.57° 30.26° 33.69° 36.87° 39.81° 42.51° 45° Speed, 2:12 3:12 4:12 5:12 6:12 7:12 8:12 9:12 10:12 11:12 12:12 110 6 6 6 6 6 6 6 6 6 6 6 115 6 6 6 6 6 6 6 6 6 6 6 120 4 4 4 4 4 6 6 6 6 6 6 125 4 4 4 4 4 6 6 6 6 6 6 130 4 4 4 4 4 6 6 6 6 6 6 135 4 4 4 4 4 6 6 6 6 6 6 140 1 4 4 4 4 4 4 4 4 4 4 4 INVISIMOUNT ALLOWABLE SPANS -ZONE 3 (FT) slope 4 9.46° 14.04° 18.43° 22.62° 26.57° 30.26° 33.69° 36.87° 39.81° 42.51° 45° Speed., 2:12 3:12 4:12 5:12 6:12 7:12 8:12 9:12 10:12 11:12 12:12 110 4 4 4 4 4 6 6 6 6 6 6 115 4 4 4 4 4 6 6 6 6 6 6 120 0 0 0 0 0 6 6 6 6 6 6 125 0 0 0 0 0 6 6 6 6 6 6 130 0 0 0 0 0 6 6 6 6 6 6 135 0 0 0 0 0 6 6 6 6 6 6 140 0 0 0 0 0 4 4 4 4 4 4 Notes • Tables are based on strength of the Invisimount rail and L-foot/lag screw roof attachment hardware, in conformance IBC 2012, IBC 2015, and referenced standards. • Wind speeds are ultimate values in mph, as defined in ASCE 7-10. • Wind pressure coefficients are derived from ASCE 7-10 Figure 30.4-26 and 30.4-2C. • Allowable cantilever at the end of the rail is 2 ft. • An allowable span of 0 in the table indicates that system cannot be located in that zone. • User is responsible for verifying the strength of the roof. .. ce lI 1 1 • -Originally Issued: 09/26/2012 Revised: 09/25/2019 Valid Through: 09/30/2020 SUNMODO CORPORATION connection capacities of fasteners used with the specific 14800 NE 65`h Street proprietary preservative-treated or fire-retardant treated Vancodver,WA.98682 lumber SUNMODO EZ ROOF MOUNT L-FOOT KITS 3A PRODUCT USE FOP,&$INGLE ROOFS 3,1 General: EZ Roof Mount Kits — K10068-XXX are mounting assemblies used to attach solar panels and other CSI Section: types of approved equipment on roofs with asphalt shingle 06 25 23 Wood,Plastic,and Composite Fastenings roof coverings. 07 71 00-Roof Specialties EZ:Roof Mounts are specifieal y designed to be used for 1.0 AWOGNITION installation of solar collectors for thermal energy or photovoltaic energy production; in accordance with IBC SunModo EZ Roof Mount L-Foot Kits for Shingle Roofs Section 151.1 and IRC Sections,YVl;2301 on roofs. recognized in this report has been evaluated for use as mounting assemblies to attach solar panels and other types 3.2 Design:Tabulated allowable loads shown in Table 1 of of approved equipment on roofs with asphalt shingle roof this report are based on allowable stress design(ASD)and coverings. The at"- performance and weather include the load duration factor,CD, corresponding with protection properties of the SunModo EZ Roof Mount L- the applicable loads in accordance,with the ANSI/AWC Foot Kits.for Shingle Roofs have been evaluated and comply National Design Specification(NDS), with the intent of the provisions of the following codes and regulations: Where, tho. roof mounts at-0 exposed to sustained temperatures exceeding 100PF (37.86C), uplift allowable • 2015,$01 ,2009 and 2006 International Building loads shall be adjusted b the temperature factor, C1, in Coded IBC j y P ( ) accordancei ai`xl(t Srtation 10.3.4 or the NDS temperature • 2015 2612, 2009 and 2006 International factor, Ca which applies to the roof mount connected to Atsic ontral Code®(IRC) supporting wood members where sustained temperatures up to 150°F(65.60C),When products are attached to wood 2.0 LIhMATIONS framing having a moisture content greater than 19 percent (16 percent for engineered wood products),or where wet Use of the EZ Roof Mount Kits-K10068-XXX recognized service is expected,the allowable loads shall be adjusted in this report is subject to the following limitations: by the wet service factor,Cat,specified in Section 10.3.3 of the NDS. Connected wood members shall be analyzed 2.1 EZ Roof.Mount Kits-K10068-XXX shall be installed for load-carrying capacity at the connection in accordance in accordance with this report, the manufacturers with the NDS. published installation,instructions and the codes listed in Section 1.0 of thkieport.Where conflicts occur,the more 3.3 Installation:EZ Roof Mount Kit—K10068-001 shall restrictive shall govern. be installed using the 5/16-inch (7.94 mm) diameter stainless steel lag screws at each bracket location as 2.2 Calculations to verify the imposed loads on the EZ described in the manufacturer's published installation Roof Mount assemblies do not exceed the allowable loads instructions.Lag screws shall penetrate into the roof rafter contained in Table I of this report and shall be submitted a minimum of 2'/2-inches(63.5 mm).Prior to installation, to the code offie al when requested The calculations shall the roof rafter shall he bored with the required lead and be prepared by a registered design professional when clearance holes for the unthreaded and shank portions of required by the Owes of the jurisdiction in which the the lag screw as set forth in Section 12.1.4 of the NDS-.15 project is to be:constructed. (Section 11.1.4 of the NDS-12 and-05).Threaded portion of the lag screw shall be inserted into its lead hole by 2.3 Fasteners used in contact with fire-retardant-treated or turning with a wrench and not driving by a hammer. preservative-treated lumber shall comply with 2015 IBC Section 2304.10.5 (2012, 2009 and 2006 IBC Section Use of auxiliary holes in the Shoe other than the use of an 2304.9.5 or the 2015,2012 and 2009 IRC Section R317.3 extra fastener to stop the shoe from rotating during (2006 IRC Section R319.3), as applicable. The report installation is outside the scope of this report. holder or lumber treater shall be contacted for recommendations on minimum corrosion resistance and Flashing shall be installed the full length under the shingle to_theraised portion of the flashing to prevent water nhe pmduct desonbed In fhfs Oftmi Evaluation Service(UES)Report has been evaluated as an alternative material,design ormethod ofconsliudkn fn ordvto sa8sfy and comply with the intent of the provision of the code,as noted in this report,and for at least equivalence to that prescribed In the code In quality,strength,effectiveness,fire resistance,durability and saroty, as applicable.In accordance with IBC Section 104.11.This document shall only be reproduced In Its entirety. Copydghl®2019 by Intomatlonal Association or Plumbing and Mechankal Officials.All rights reserved.Printed In the United States.Ph:1-877-41ESRPT-Fait:909.472.4171 web:www.unifonn-os.org•4755 East Phlladelphla Street,Ontario,California 91761-2816-USA Page 1 of 6 qa Originally Issued: 09/26/2012 Revised: 09/25/2019 Valid Through: 09/30/2020 ingress under the shingle. No portion of the flashing shall complying with ASTM D1761 and F1575. The wood be bent upward;the flashing shall rest fully against,the roof screws shall be long enough to penetrate and extend shingles. beyond the wood sheathing by 0.5 inch(12.7 nun). Wood screws shall be corrosion-resistant. Table 1 of this repolt EZ Roof Mount Kit-kl.00W 020 shall be installed using provides pull-out capacities and allowable lateral loads for four OMG Screws XHDO02B complying with Section 4.2 typical roof sheathing. of this report.The wood screws shall penetrate and extend beyond the wood sheathing by % inch (12.7 min) as 5.0IDE17')[)A'ICATION described in the manufacturer's published installation instructions. SunWdo's EZ Roof Mount Kits - K10068-XXX are identified with a label bearing the manufacturer's name and .4,0 PRODUCT DESCRIPTION address,product designation,TAPMO Uniform ES Marks of Conformity, compliance Code, the name of the inspection 4#1 f roduct Information agency(when applicable)and this evaluation report number (ER-248), 4.1.1 EZ Roof Mount Kit-K10068-001:consists of five basic components: (1) shoe assembly with captive waterproof washer,_ (2) lag bolt to fasten through the shingles to the wood roof rafter,(3)flashing that is placed A P M V E under the row of shingles above the shoe and then over.the 0 shoe, (4) L-Foot that is placed over the protrgdj4$. shoe threads and (5) hex cap that is secured on to tho shoe. Figgres 2 to 6 of this report illustrate the components, or IAPMO ER 248 4.1.2 EZ Roof Mount Kit K10068-020:consists of five basic components: (1) shoe assembly with captive 6.0 SUBSTANTIATING DATA waterproof washer,(2)OMG Screws XM M02B(lag bolt not included), (3)flashing, (4) L-Foot, and (5) hex cap. Testing and analysis data submitted is in conformance with Figures 2 through Z.of this report illustrate the components, IAPMO UES Evaluation Criteria for Joist Hangers and Miscellaneous Connectors(EC 002-2017). 4.2 Material Information: EZ Roof Mount is fabricated from aluminum. The Shoe assembly is fabricated using Rain test data and thickness of aluminum flashing casting aluminum alloy with dimensions of 2.80 inches(71 submitted is in conformance with IMES AC 286, Roof mm)in diameter and'1.00 inches(25.4 mm)in height.The Flashing for Pipe Penetrations-Approved October 2012, Shoe assembly is secured using one 5/16-inch(7,94 mm) editorially revised August 2013. Rain test conforms to diameter lag bolt that is 4 inches(102 mm)in length and Underwriters Laboratory Standard for Gas Vents,(UL 441- made of stainless steel. Flashing is fabricated from sheet 96 Section 25). Test results are from laboratories in aluminum with dt-00sions of 10.0 inches (254 mm) in compliance with ISO/IEC 17025. width, 12.5 inches (318 mm) in length and 0.04 inches (1.02 mm)in thiolmess. The L-foot is a 2.00 inch(50.8 mm)long unequal,leg angle made from 6005-T5 aluminum with dimensions:of 3.00 inches(76.2 mm)in depth,2.00 inches(50.8 mm)itlw dth and 0.24 inches (6.10 mm) in thickness. The L-foot` contains a 0.375-inch(9.53 mm)diameter round hole with. a 0.83 inch(21.1 mm)wide and 0.99 inch(25.15 mm)(in base)that is located in the center of the base leg. One slot measuring 1.64 inches(41.7 mm)long by 0.40 inch(10.2 mm)wide occurs In the center and is located 0.30 inches (7.62 mm)from the top edge of the vertical leg,which has a scallop front and rear face.Table 2 of this report provides component material properties and figures. Fasteners used to secure the EZ Roof Mount Kit-K10068- 020 to minimum 14-inch (12.7 mm) thick plywood roof XHDO02B 0.202-inch (5.13 mm) diameter wood screws Page 2 of 6 r VE:S EVALUATION REPORT Number: e Originally Issued: 09/26/2012 Revised: 0912512019 Valid Through: 09/30/2020 7.0 STATEMENT OF RECOGNITION This evaluation report describes the results of research carried out by IAPMO Uniform Evaluation Service on SunModo EZ Roof Mount L-Foot Kits for Shingle Roofs to assess conformance to the codes shown itt Section LO of this report and serves as documentation of the product certification. Brian Gerber,P.E.,S.E. Vice President,Technical Operations Uniform Evaluation Service Aoe Richard Beck,PE,CBO,MCP Vice President,Uniform/Evaluation Service GP Russ Chaney CEO,The IAPMO Group For additional information about this evaluation report please visit www.unlform-es.ore or emall us at Infa uniform-es.ore Page 3 of 6 JOEEVALUATION REPORT # �. QD Originally Issued: 09/26/2012 Revised: 0 912 5/2 0 1 9 Valid Through: 09/30/2020 Table 1:Allowable Loads (lbs) RZ Roof Mount Kit-K10068-001 Test Load Test Load at Load Direction at 0.250- 0.125 inch Allowable (Figure 1) Inch deflection Design Load ,' deflection Uplift(Withdrawal)' 1,800 695 1 715 Lateral 1 240 130 260 EZ Roof Mount Kit-K11OK".201 Test Load Test Load tit Load Direction st 0.250- Allowable (Figure 1) inch deflecinch Design Load!61 deflection deflection Uplift_2 in,screw 7703C 200 Lateral;2 in.screw 232 114 85 Uplift-3 in.screw 7779Q 177 Lateral-3 in.screw 264 157 102 For SI 1 inch=25.4 ttitn Footnotes `• Allowable load values are based on the least venue from ultimate load tests divided by the safety fam-r,-calculated fastener capacity(withdrawal or lateral)for wood,or allowable stress of the connector load(specified in Section 5.4 of EC002-2016),Whichever is the lowest. 2 Allowable load values are based on lumber with a specific gravity of 0.55(Southern Pine or equal). 3. Allowable load values for withdrawal are based on it minimum fastener,pebetration of 2'h inches into the roof rafter. 4• Allowable load values are based on,4 fasteners penetrating through minimum%—inch thick wood sheathing. Page 4 of 6 yh{ EVALU Number: I , REPORT gi Originally Issued: 09/26/2012 Revised: 09/25/2019 Valid Through: 09/30/2020 f ��rra>�1, Loadin�l�ii�i�tlac '74 S �1 Y TABLE 2:MATERIAL PRoPERrm Component I Material EZ RQof Mount Kit K10068-XXX Shoe Aluminumn allo .ANSI/AA A396.0 Waterproof Washer EPDM with Meter rating of 60 I.a Bolt 304 stainless steel ASTM A 240 OMG Screw XHD002B(#15x2 or Corrosion resistant wood.screws #15x3 L.-foot Aluminum alloy 6005-T5 ASTM B221 Hex Cap, Aluminum alloy ANSI/AA A380.0. Flashing Aluminum alloy 1060 ASTM B209 Page S.of 6 qG i ` .Originally Issued: 09/26/2012 Revised: 09/25/2019 Valid Through: 09/30/2020 EZ ROOF MOUNT COMPONENTS Figure 2:Shoe Assembly Figure 5: Hex Cap Figure 3: Lag Boltigurr;;w��Stng Figure 4: L-foot Figure 7:OMG Screws __ Page 6 of 6 >-n-0 o C) x 70 0 m � < m y Cm � � D RE I N A. 1 B!_1ILI)IN DEPA� t I��EN c > . _,.. _ b...�. 21 o 0 0 c --I X = 0 0 m z 0 m 0 0 z* c — Z Z—I�`- < < mzG�z X r 0 m x ;u 0 0 m> -n0�m —mm zMz c � -1�00 Cl) m0 Oz * > c co M X cn C 0 — z m K 0 0 -n m � M 7 m = -1 0 O S z M m 0 -1zX;rs, I I M O < z y m D np mM C ;ucn ;U C/) r cn Z m 0 m K O < D O n r z m m o O m m D < < 0 p `- m n C Z 0 r- m m m v x z Oz m r CD O n O z O z ---I G) N O cn N^ lI 2 N O J z C z m 0 z c� 0 0 m C/) r m m z 90 ---i O A z m C) 2V 0�a E-0 Z� r z O G) � -n Z < r- 0 � cn D D G) 0 - m O �- 0� p 70 0 m �� z o OC r z D m 000>��Dn-n00X71X .�Mvv� �''''vo°rnrnrn�"> > >r-��ccn =-0-0M vXXE ;ug0rnrnc r_"--�� cntntn-�rn�rn>Oc*:*7o >MxO>Oacm- r- .. c 0 .. _ D .-� m • • _ Z z r 0 •• O '0 c �Z O .. n �rn .. m0 -i rn- zo W 5 O O .. 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