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HomeMy WebLinkAbout40114-Z -41guEfOt�cpG. Town of Southold 3/23/2016 i o 'G } P.O.Box 1179 i 53095 Main Rd #4 a *aoSouthold,New York 11971 ola� CERTIFICATE OF OCCUPANCY No: 38164 Date: 3/23/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 65 Deerfoot Path, Cutchogue SCTM#: 473889 Sec/Block/Lot: 97.-7-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/17/2015 pursuant to which Building Permit No. 40114 dated 9/24/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof mounted solar panels on an existing one family dwelling as applied for. The certificate is issued to Fisher,Robert&Fisher,Carolyn of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40114 10/28/2015 PLUMBERS CERTIFICATION DATED Authorized Signature TOWN OF SOUTHOLD SUGfOuio, BUILDING DEPARTMENT , .moo ma : y : TOWN CLERK'S OFFICE i o� 41,' SOUTHOLD, NY r�lpl * �a • BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40114 Date: 9/24/2015 Permission is hereby granted to: Fisher, Robert & Fisher, Carolyn 65 Deerfoot Path Cutchogue, NY 11935 To: Install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: 65 Deerfoot Path, Cutchogue SCTM # 473889 Sec/Block/Lot# 97.-7-23 Pursuant to application dated 9/17/2015 and approved by the Building Inspector. To expire on 3/25/2017. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 Total: $200.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. ' a5— New Construction: Old or Pre-existingl Building: (check one) Location of Property: (t �(�e(-6 Ul Q(ic ' i C(x-\1,k-.)c € h Iv House No. Street `1 Hamlet Owner or Owners of Property: 010 k C CL f u��h S \ Suffolk County Tax Map No 1000, Section Block -1 Lot Subdivision 1 Filed Map. Lot: `L Permit No. gall (( Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ,V/ (check one) Fee Submitted: $ 5o l Applicant Signature •• &x% F SOU7, O l Town Hall Annex �� h : Telephone(631)765-1802 54375 Main Road % * illiFax(631)765-9502 P.O.Box 1179 ik `oa'F % Southold,NY 11971-0959 �l� ..\---0roger.richert©town.southold.ny.US = • CDUNTV, ,•� i BUILDING DEPARTMENT . TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Fisher Address: 65 Deerfoot Path City: Cutchogue St: New York Zip: 11935 Building Permit#: 40114 Section: 97 Block: 7 Lot: 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Eastern Energy System License No: 52689-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 8.54 kw Roof Mounted Photovoltaic System to Include 28- LG 280 Panels with 28-Enphase M 250-60 Micro Inverters Notes: Inspector Signature: ZDate: October 28, 2015 Electrical 81 Compliance Form.xls i -- fig''''''''''''' osod-- ; ly `l TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: DATE INSPECTOR LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 • (631)543-2953•fax(631)543-1526 Cell.631-747-7495 E-mail:Ics4d aeaol.com Sunday, March 13, 2016 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P. O. Box 1179 Southold, New York 11971 Re: Certification Letter-Twenty Eight(28)305 W P.V. Roof Top Solar Panel Array, 8.54 kW Total Output,for Fisher Residence—65 Deerfoot Path Cutchoque, New York 11935 I have reviewed the solar energy system installation in the subject topic on 03/07/2016. The units have been installed in accordance with the manufacturer's installation instructions and the construction drawings approved by the Building Department of the Town of Southold. The solar panel installation is in compliance with the requirements of the 2010 Residential Code of New York State,ASCE-05 and N. F. P.A. Standard 70"The National Electrical Code." Markings in accordance with Section 690.53 of the National Electrical Code are provided. To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes and standards applicable at the time of submission, conforms with reasonable standards of practice with the view to the safeguarding of life, health, property and public welfare. Sincerely, Lui•i Claudio Sciandra Professional Ens ineer �.�� !aft( OF NEW 4yo 64: \G`c SCIgN�O 9EicrEgyz � NV Z�NO 80935 ���!/ MAR 2 2 2018 �xEs_ BUILDING DEPT. TOWN OF SOUTHOLD • FIELD INSPECQN REPORT DATECOIvIME TS -. .. . _ .. . .. .wl.�., . ' CY • i ' ForiND,AtIoN(1ST) i......................... • � . ( 1 .. ' . . 1 - ' CP FOUNDATION(2ND) o . . , _. . .. , gin • ' I ROUGH FRAMING.& . . • H • PLUMBING . . ,. . . '4---.> • • • INSULATION PER N.Y. ._...'"""" , H STATE ENERGY CODE ,'. , ' , . / r . r j 1 / }. t o 1 �1 . ' ' Q :I" '' , • . .. ., . .. . . I1 i .. . 2 • • • - .S L.a ' TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 OI ! urvey SoutholdTown.NorthFork.net PERMIT NO. I Check Septic Form NYSDEC Trustees Flood Permit Examined i 20 I-5 Storm-Water Assessment Form Contact: Approved I 20 Mail to. Disapproved a/c Phone I ► 4°1) _ Expiration 71r_ 20 ' 1� ff ��,' t.uilding I•:,ector !I I \\ APPLICATION FOR BUILDING PERM 1 II 1 ,lo) ;,1 D to INSTRUCTIONS 11 F ,vf; wriLr, a This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoinmg premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections (Signature of applicant or name,if a corporation) 1��o SuLr�� C m" 1 f,' i (Maid iqg address of applical) `r ci State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Curl Name of owner of premises -P>03 + (As on he tax roll or latest deed) If�ant is rain ature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. �j a(p&-01- M l� Other Trade's License No. 1. Location of land on which prAposed workw'll be done: Le 5 he e,r- �o-r -i C11.4-4,koq House Number Street Pfamlet r, 4',.!:.-1"T. County Tax Map No. 1000 Section „Block ;t 4 L'ot e2 _ Subdivision Filed Map No., Lot '.i':ra; ,,s i., ,.c . 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS COUNTY OFS'u c0(4) e 4 being duly sworn,deposes and says that(s)he is the applicant e of individual signing contract)above named, (S)He is the COO.L�{ (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith Sworn to before me thi $ day of 20 Q. -47PATRICIA A MAY Notary Public NOTAR PUBLIC-STATE OF W YORK Signature of Applicant No. 01MA4676634 Qualified In Suffolk County My Commission Expires March 30, 2018 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth ,a Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OFS.t.( ,31 ) being duly sworn,deposes and says that(s)he is the applicant �e of individual signing contract)above named, (S)He is the CCW rr(kCAV (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith Sworn to before me thi ,872-- day of 20 I j , PATRICIA A MAY c EA��"`"✓� Notary Public NOTAR PUBLIC-STATE OF EW YORK Signature of Applicant No. 01 MA4676634 Qualified In Suffolk County TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the follow mg,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX:(631)765-9502 l a 1 j 1-1— urvey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form NYSDEC ,' Trustees Flood Permit Examined / 20 I-5 Storm-Water Assessment Form Contact: Approved / 20 Mail to. Disapproved a/c (��Q Phone J l" Expiration3 v`5 ,20 7 ` , J i i �, rT ,,, x., . '., ��ItI i �j}! l - �11' •11 '�3�i ii ,i ii'tuilding I i:Iector i', � ! o f!! I APPLICATION FOR BUILDING PERM! lie 11 ���I' 1 LA 3A'4t L.1 II Date L _ 20-- INSTRUCTIONS 1 ;IIAli I3Lt iyf,1" ,rill Iiri'I. a.This application MUST be completely filled in by typewriter or in ink and submitted toht e Building Inspector with 4 sets of plans,accurate plot plan to scale Fee according to schedule b.Plot plan showing location of lot and of buildings on premises,relationship to adjommg premises of public streets or areas,and waterways c.The work covered by this application may not be commenced before issuance of Building Permit d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work e.No building shall be occupied or used in whole or m part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced withm 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted m the interim,the Building Inspector may authorize,m writing,the extension of the permit for an addition six months Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the __ ___ Building Zone Ordinance of the Town of Southold Suffolk County New Yorlc,_and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ctS .to Rti/oN- " (Signature of applicant or name,if a corporation) 1 t4-10 Somd Ate__ ;� t,,. (.1 i (Mailrg, (( '4 pphcanI V-i 4 n State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises �j)13 + e ,:, (() on V\ ` l \ir\e-r (As he tax roll or latest deed) If a,K t isy�c n nature of duly authorized officer l (Name and title of corporate officer) Builders License No. 4:3i<01-11 Qi Plumbers License No. _ Electricians License No. �3 c9(Pto1' M 1 - Other Trade's License No. 1. Location of land on which pr ,posed worlcAbe done: House Number Street Hamlet County Tax Map No. 1000 Section GI ,Block-, 11(: . I, ` ,:,+,.Lot Subdivision Filed Map No. Lot ��•�''�SUFFQ Scott A. Russell ;�'�� k�'*=_ STORMWATER SUPERVISOR N MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 O 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' `40 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) El DIA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑DB. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ID/C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑d D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑❑/E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. 0137F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. * If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. * If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date District NAME V1 sb‘ 1`�' 3 61) (Prim) ------ Section Block Lot JJJ °' Contact Information ` ' ✓L **�*FOR BUILDING DEPARTMENT USE ONLY**** tu (Telephone rNumber) \ Reviewed By: / Date: \,n\' Property Address/Location of Construction Work: k: — Gi5 ����� _ pig Approved fol processing Building Pei mit. U U(� VITA Stoi mwater Management Control Plan Not Required. C,O .V �o e �y ® Stormwater Management Control Plan is Required. (Fol ward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 1o'//`® t Town Hall Annex * *; Telephone(631)765-1802 54375 Main Road (631)765-95 Southold,.O.sox 1179 ;` �� roger.richertadtaown.soutnold.ny.us NY 1197I-0959 s ' -_COW( BUILDING DEPARTMENT TOWN OF SOUTHOLD • -- APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: [Sl IM I � �s u1�l I (� — Date: Company Name: (- fit, �� 5 � iS • Name: 1�lMIP R1i( License No.: 5 a. Cok r t4E Address: Eastern Energy systemsinc. • M So�,.M 11 "Phone No.: �sys rii)tU19 40 11952 (631)779.4004 JOBSITE INFORMATION: (*Indicates required information) *Name: �� �n� t lil h.S V\i=ce - *Address: 'j bee P W-14) CGt-tKosii-e, *Cross Street: *Phone No.: 6231- 131-- c°1161 Permit No.: Tax•Map District: 10b0 Section: Ott Block: 1 Lot: a-3 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) -s-DlcQ.( ()anto • (Please Circle All That Apply) • *Is job ready for inspection: YES/ NO Rough In Final *Do.you need a Temp Certificate: YES/ NO • Temp Information(If needed) • *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead • Additional Information: - PAYMENT DUE WITH APPLICATION ;.(*(1 • acv 824Request for Inspection Form {�.�C �\ i"V CONSENT TO INSPECTION 3 �^r `,� Db� CQJI �A1 \ ,the undersigned, do(es)hereby state: Owners)Name(s) That the undersignedis) (ar the (awn (s) f the premises, in(thee Town of • Southold, located at [p �j J e( B �tel/1 which is shown and designated on the Suffolk County Tax Map as District 000, Section 91 ,Block , Lot (-3 . That the undersigned (has) (have) filed, or cause to be filed, an application in the SoJath lldTown Building Inspector's Office for the following: 1(1S (.1 SD la V«nc That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. is- Dated: ,6 AA (Signatu e) II (Print Name- / u /Da(e) i- (Priname) *4 SO//74,:- - Town Hall Annex ® : Telephone(631)765-1802 54375 Main Road * * Fax(631)765-9502 P.O.Box1179 @ 1� Southold,NY 11971-0959 - I• � i November 2, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Eastern Energy Systems 7470 Sound Ave Mattituck NY 11952 Re: Fisher,65 Deerfoot Path, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Certification required from an architect or engineer stating the panels were installed to the roof per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 40114- Solar t ..t1 ®i 1 '' til a MAP. _ . E= 1>R011)[::1, . 1. { ,,,./),, t ' ,.r '.1,.t1 ®i 1 MAP (7) : 1> 1 n�U1 • r ' I Y. N,7K� 50 1.35.6r1 i'D reit_,-r..:;=4.., r t..:•__ wN.Y ff i ) i:i to 1 ....-.............— —1 "' ic\il , / . / • I 1 • I-ke,nce. _s f / Rj f / ... "' / w A' O. . • j 1� .:7 - Ned. C.. NOTE--LCJi-r. i•.`-...:.i;•'•)',',''i S I. t '.�' fay a....._......._........ ..•... . .. - ,; • 1 \ ,. w`� k �4'�l� r -i'i.•; i lf,�l.- rr,t 'Y+ w i 1 ij J ✓1l I / Lt] i / it. ;4- -7... r ,, 5.���.`.�J` :a`t1r,(. t' '.r:., Cic)1\:/.1krr:r`.r)T_111it: h:�1�w11?4 Vnt'.i '. e-,�;.tk� •. , • d .r. t T '.)1 CO• ANC' TO T '_'•:?._`1.'.1.�' • ''' t `.• . _ • I �� ...:`,.`i-."; .�.. '' .�..✓ J (4 Il I !.." • - ._ ...._,_ ._—. —_ _._._ ____-..ji . •' ,' � - 1 , rpi• ' I.]r ...Is.) .�)NIit� ►t_Nr ; •. , .,. . t ,1. SO _•__ _ • EASTEI0 OP ID.SV C.0R� DATE(MM/DD/Yl'YY) CERTIFICATE OF LIABILITY INSURANCE 07/17/2015 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 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 A.Joseph Stepnoski Neefus-Stype Agency,Inc. PHONE 3500 722- 631- FAX 711 Union Avenue (A/c.No.Ext): (A/C,Noy 631-722-3591 P.O.Box 2340 E-MAIL • noski nsainsure.com Aquebogue,NY 11931-2340 ADDRESS: ste p Gay &Joseph Stepnoskl INSURER(S)AFFORDING COVERAGE NAIC Y INSURER A Excelsior Insurance Company 11045 INSURED Eastern Energy Systems,Inc INSURER B: Keri Peterson 7470 Sound Ave INSURER C. Mattituck,NY 11952 INSURER D: INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR TYPE OF INSURANCE AI3DL SUBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR CBP7066979 07/14/2015 07/14/2016 ED PREMISES Ea occurrence)AMAGE TO $ 10,000 MED EXP(Any one person) $ 5,000 PERSONAL 8.ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY PRC-JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS (Per accident) UMBRELLA LIAB _ OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Yl�/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE I I N/A _ E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E L DISEASE-EA EMPLOYEE $ If yes,descnbe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I 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 Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Rd PO Box 1179 AUTHORIZED REPRESENTATIVE Southold,NY 11971 0.- ' >)4' - ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name and Address of Insured(Use street address only) lb.Business Telephone Number of Insured EASTERN ENERGY SYSTEMS INC. 631-807-6515 1c NYS Unemployment Insurance Employer Registration Number of Insured 7470 SOUND AVENUE MATTITUCK, NY 11952 1d Federal Employer Identification Number of Insured or Social Security Number 204209085 2 Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold 3b Policy Number of Entity listed in box"1a" 54375 Main Road DBL254520 PO Box 1179 3c.Policy effective period. Southold NY 11971 06/07/2014 to 06/06/2016 4.Policy covers: a ❑✓ All of the employer's employees eligible under the New York Disability Benefits Law b. 0 Only the following class or classes of the employer's employees. 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 NYS Disability Benefits insurance coverage as described above Date Signed 3/13/2015 By I asg- 9 (Signature of insurance carriers authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT.If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE Mail it directly to the certificate holder If box"4b"is checked,this certificate is NOT COMPLETE for the purposes of Section 220,Subd 8 of the Disability Benefits Law. It must be mailed for completion to the Worker's Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305. PART 2. To be completed by NYS Worker's Compensation Board (Only If box "4b" of Part 1 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers are authorized to issue Form DB-120 1 Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-13) Additional Instructions for Form DB-120.1 By signing this form,the insurance carrier identified in Box"3"on this form is certifying that it is insuring the business referenced in Box"1a"for disability benefits under the New York State Disability Benefits Law.The insurance carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box"2" This certificate is valid for the earlier of one year after this form is approved by the insurance carrier or its licensed agent,or the policy expiration date listed in Box"3c". Please Note.Upon the cancellation of the disability benefits 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 NYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability Benefits Law DISABILITY BENEFITS LAW §220. Subd. 8 (a)The head of state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and notwithstanding any general or special statute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article. Nothing herein, however,shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of state or municipal department, board, commission, or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article,and notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article. DB-120.1 (12-13) Reverse pfiF New York State Insurance Fund 1 1 Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone (631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 204209085 EASTERN ENERGY SYSTEMS INC 7470 SOUND AVENUE MATTITUCK NY 11952 POLICYHOLDER CERTIFICATE HOLDER EASTERN ENERGY SYSTEMS INC TOWN OF SOUTHOLD 7470 SOUND AVENUE 54375 MAIN ROAD MATTITUCK NY 11952 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11455 663-3 659295 06/08/2015 TO 06/08/2016 3/13/2015 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.1455 663-3 UNTIL 06/08/2016, 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 SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 06/08/2016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION JAMIE J MINNICK PRESIDENT OF EASTERN ENERGY SYSTEMS INC (A ONE PERSON CORP) 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 INSURANCE FUND - fl_b_31_,0--t.,,,—H4Q"."6a ---- DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https.//www nysif.com/cert/certval asp or by calling (888)875-5790 VALIDATION NUMBER' 191683138 U-26 3 ELECTRICAL INSPECTION REQUIRED '3000 NM013H130 9£Z 1131dvH0 011Nvnaind 330Nf1H H3'dM WHO'S NId138 APPROVED AS NOTED L�DATE: _ � r�.P.;._._ .. .--._ . . . FEE:_ r II' BY: 4!. NOTIFY BUILDING DEPARTI AT 765-1802 8 AM TO 413M FOR THE FOLLOWING INSPEOTiONS: 1. FOUNDATION - ]WO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS GF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF NTNG BOARD -N S1EC — UPANCYOR USE IS UNLAWFUL VV." ,T CERTIFICATE =GI OuFANCY • • LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court. Smithtown, NY 11787-3011 • (631)543-2953 • fax(631)543-1526 E-mail: Ics4d@aol.com Wednesday, September 09, 2015 Eastern Energy.Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton Engineer/Project Manager Re: Twenty Eight(28) 305 W P. V. Roof Top ; Solar Panel Array, 8,54 kW Total Output, for ' Fisher Residence—65 Deerfoot Path Cutchoque, New York 11935 Dear Mr. Lawton: Pursuant to your request, I have reviewed the following information regarding the subject roof 'top solar panel array: S , • Cover Sheet with Site Visit/Verification prepared by E2Sys representative identifying specific site information including size and spacing of rafters for the,existing roof. • . Design drawings of the proposed system to include site plan, roof plan, mounting details for the solar'panels. This information was prepared by E2Sys and will be utilized for approval by the Town of Southold.and for construction of the proposed system. ' Based on the above documentation, I have evaluated the structural capacity of the existing system to support the additional loads imposed by the solar panel arrays and offer the following comments: The existing roof type is provided with asphalt shingles, 2"x6" Douglas Fir rafters at 16" on center, with 43° roof pitch for array#1, 28°for array#2, 60°for array#3, 2"x6" ceiling joists at ' 16" on center. Our review of the photos of the exterior roof indicates no signs of settlement or misalignment caused by overstressed underlying structural members. S Structural Analysis: The structural analysis has been carried out using the following design criteria: Design wind speed (3 sec.,gust): 120 mph S Ground snow load: 20 lbs/sq. ft. Solar Array 1: 2.6 lbs/sq. ft. Solar Array 2: S • ' . 2.9 lbs/sq. ft. r r Solar Array 3: 2.9 lbs/sq. ft. Total Weight of Array 1: 520.76 lbs Total Weight of Array 2: 423.7 lbs Total Weight of Array 3: 470.6 lbs The above values are within acceptable limits of recognized industry standards for similar structures. The structural analysis, performed for the existing structure and for the solar panel arrays, utilizing the above design loads, indicates that the existing roof rafters will be able to supports the additional panel weight without damage, if installed correctly. The onsite inspection and the photographs show that the roof framing is in good conditions. However, the dwelling owners are to be made aware that long term build up of heavy snow conditions may produce deflections in the roof structure. If any deflection is noticed, than it is recommended that the solar panels be cleared of accumulated snow more than one (1) foot deep over a period of one week. If no deflections are visible under any snow loading over a period of time, then there is no need to clear the solar panels. Based on the above evaluation, it is the opinion of the undersigned professional engineer,that with appropriate solar panel anchors being utilized, the roof system will adequately support the additional loading imposed by the solar panel arrays. This evaluation is in conformance with the 2010 Residential Code of New York State,the 2001 Wood Frame construction Manual, SEI/ASCE 7 "Minimum Design Loads for Buildings and Other Structures", current industry standards and practice and based on documentation and data supplied by E2Sys at the time of this report. Should you have any questions regarding the above or if you require additional information, do e0) not hesitate contact me. Sincerely, gi Claudio Sci. dra, P. E. ��PE OF NEW yo J\° C.scigN0��r at' 0\ N„....... , :+, 4,4-t 060935A ��0 2 09R te__.y LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court • Smithtown, NY 11787-3011 • (631) 543-2953 -fax(631)543-1526 E-mail: Ics4d@aol.com Wednesday, September 09, 2015 Eastern Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton Engineer/Project Manager Re: Twenty Eight(28) 305 W P. V. Roof Top Solar Panel Array, 8.54 kW Total Output, for Fisher Residence—65 Deerfoot Path Cutchoque, New York 11935 Dear Mr. Lawton: Pursuant to your request, I have reviewed the following information regarding the subject roof top solar panel array: - • Cover Sheet with Site Visit/Verification prepared by E2Sys representative identifying specific site information including size and spacing of rafters for the existing roof. • Design drawings of the proposed system to include site plan, roof plan, mounting details for the solar panels. This information was prepared by E2Sys and will be utilized for approval by the Town of Southold and for construction of the proposed system. Based on the above documentation, I have evaluated the structural capacity of the existing system to support the additional loads imposed by the solar panel arrays and offer the following comments: The existing roof type is provided with asphalt shingles, 2"x6" Douglas Fir rafters at 16" on center, with 43° roof pitch for array#1, 28°for array#2, 60°for array#3, 2"x6" ceiling joists at 16" on center. Our review of the photos of the exterior roof indicates no signs of settlement or misalignment caused by overstressed underlying structural members. Structural Analysis: The structural analysis has been carried out using the following design criteria: Design wind speed (3 sec. gust): 120 mph Ground snow load: 20 lbs/sq. ft. Solar Array 1: 2.6 lbs/sq. ft. Solar Array 2: 2.9 lbs/sq. ft. 1 Solar Array 3: 2.9 lbs/sq. ft. Total Weight of Array 1: 520.76 lbs Total Weight of Array 2: 423.7 lbs Total Weight of Array 3: 470.6 lbs The above values are within acceptable limits of recognized industry standards for similar structures. The structural analysis, performed for the existing structure and for the solar panel arrays, utilizing the above design loads, indicates that the existing roof rafters will be able to supports the additional panel weight without damage, if installed correctly. The onsite inspection and the photographs show that the roof framing is in good conditions. However, the dwelling owners are to be made aware that long term build up of heavy snow conditions may produce deflections in the roof structure. If any deflection is noticed, than it is recommended that the solar panels be cleared of accumulated snow more than one (1) foot deep over a period of one week. If no deflections are visible under any snow loading over a period of time, then there is no need to clear the solar panels. Based on the above evaluation, it is the opinion of the undersigned professional engineer,that with appropriate solar panel anchors being utilized,the roof system will adequately support the additional loading imposed by the solar panel arrays. This evaluation is in conformance with the 2010 Residential Code of New York State, the 2001 Wood Frame construction Manual, SEI/ASCE 7 "Minimum Design Loads for Buildings and Other Structures", current industry standards and practice and based on documentation and data supplied by E2Sys at the time of this report. Should you have any questions regarding the above or if you require additional information, do not hesitate to contact me. Sincerely, uigi Claudio Sciandra, P. E. �Q�� of NEW, 1' 5G.SCIAN d9/r v\G o9 1.1 vw::-.Z7-rs-j- ' • �W 2% �60935- N-%G� pRGFEss►COP‘' 2 fi _-. - - _ _ _:"--r--- ;1... _' T:7: t � 1� t�, 11* Ph E 1 is�`�l;�j ,1- , .' , • . -' ' ' , f is.h til,:1 i� 9j (('' , .1:', LG '- . . „ . . , _, . , : , , •1 ..„.:(.1.11.,ii p.,: blel4 11 ..6 : il ; -iii , . ,. .. _ , ,. Life's Good ' - t tv-13,1 •fl I _ i i..erfl 'l ; i 1..'i. I irfoma" e= x 4, i' vek. '',. i ®tea .� ® cx � -V,',, l �,r� tt :} > ) . ; t! iiii n ® li @E � l� AMr ,r:i,,-;;4*-..t { r # "IL'r �� E�1� F� r.1Gz. r4C �r A %i) x�tr� �. _ viimmt �, -��� �� i y• Sal '{ /r.-,a,�` al111.1.511111M MiallictiM IS'.!. , MEM. /, rii:, 1;, , 0 I, , , 1.I, i it,. ._ .. - -.. - 1•, • 3 ‘e:.';'',' +3r-_ .ham.w-_- _ ..n ..._^'. . �; - -�_ - _ - , - __ '- _7, - Gt' 1� :i. '1 ,l+'i• •"• 'r'--,�C.ji4 i":•:f` :7. I 'f.., V _ :••• �t `-, �, ' •• ` /`• , .4`lt, t • GP: " ci . •h'1 _ - � � 'Ts - _ ��'7•''�,`tl ; t .r .._ r '. l' ^' - .k•. �1',.:- - - --'I/,,,_ ^s1`;,T:.-.' Ii - .'-;' -,%,1 ',-2:>t•';jl,-:3•:apr 1„+ .I,:,;k�'r F. -S f', j'1 lad,_ - 1. _ YM1-3 �.i .! '( `ir.''.ij•'.`..fI. ~: �.. �4','S:,- ,--,,,, „, __ • -- ..'.',.',,,,:._,.:7-2-7- •1i•' - - -t t',.'4,4.''i _y;t- r ,r.�..n ',lr. Fie•5 v-t: k , - - - ,;i. �:, -;},•- �a.,ir.....r:a:;.rrv;�,y” .,`"'tr.,{rf � ��; I' i1 t. .�.,a:j �f, ''"+:s;_ F' .,lar `- hr f• .- - ,f,_ - ',,} .., ".E" � t' • hI:-}. ti:��• ..3,,.. *"•tea.%--`'n;� ,{:..L'' „k.•, �., ,a-1 .t .: (It},1i,l-'•,-'.(4}: «3.il. ?.:, . .i rf. .:•r- - - - - - ri:. ;.1' 1)71.,'",1","7:1,—_,'2:-', j <n xs.�'i• ~s JS, a -.- r.__...._.�. .i+u- �..:c...>_�._.. -- - ....._--a. ..� ___..�L.` ar..�..'a..., .�.c, .., . _s.::_,..moi:.d ''Le:_;:•..._ _at�:_>>.. ,.•.'r. - -,j; Introducing MonoX®NeON module series,which uses highly efficient n-type materials,an elaborate process � , APPROVED PRODUCT control adopting a semiconductor processing solution 0 E 01)us 60 i',.. U and a double-sided structure Our R&D concentrates on l I `'Ai. �. c cs Intertek developing a product that is not only efficient,but strives KM 564573 IISEN617r5 PI orovoil aK Module. to increase practical value for customers it 7. if N Type Material Near Zero LID(Light Induced Degradation) MonoX®NeON uses n-type cells,boasting The n-type cells used in MonoX®NeON have MP higher mobility of electric charge,resulting in ��� almost no boron,which may cause the initial CM higher generation efficiency W efficiency to drop,leading to less LID ooa000 Nano Level Control t� Double-Sided Cell Structure 000000 —00000? MonoX®NeON uses the Nano-level process 'y-� The rear of the cell used in MonoX®NeON is mg' control predominant in semiconductor r. `T l designed to contribute to generation,the light processing process,which ensures less ...._epbeam reflected from the rear of the module is electric loss from internal defects reabsorbed to generate a great amount of additional power 76t31D GO iF��4• 11 ...___.,_:, [NM] 0:1 r'-i' Km- Light Weigh, 9 Can,ren,enl InsWl;a},on CLTeat Curren)Sorting Linear Warrant/ Posrtn-pnaer Tulerunce About LG Electronics LG Electronics is a multinational corporation committed to expanding its capacity with solar energy business as its future growth engine Our solar energy source research program•'as laancned In 1985, backed by LG Group's nch experience in semi-conductors LCD,chemistry and electronic materials industry We successfully released the first MonoX"series to the market in 2010 whicn exported to 32 countries in 2 years In 2013 MonoX,'NeON won"Intersolar Award:which proved Its leading innovation in the industry a""I4O,f O,t+" .N•' •O_ It V _ _ i;LG3O N7C-63_ x` _ " .n I il., j .Ayir:,".,Itr„1 - ,I, - ;Fr, 1a!,.,' _ �t” ,t.. r. A.,, f, ,:';,J:;j ;l�)'. aiis /5 tt -i, „ 'li` -fi .'",• ?k ' a..� -.�.. ,7 :,'._..!. ",,...:.-...+......__._a2521,_:,_,,,,,,,.-w,._...._.., _. ,._...._ at�.° _Lit•7.1''',.:....•.,.-,.wti,.ei 2....:...._•_a»_..___•-.3.. ..'_,...L.°...... , .- •- Mechanical Properties Electrical Properties(STC*) Cells ' 6 x 10 - 305 W Cell vendor LG ' MPP voltage(Vmpp) 32 1 Cell type - Monocrystalline , . MPP current(Impp) . - 9 52 Cell dimensions`- -- - 156 x 156-mm y 6 x 6'in" - ..- ` Open circuit`voliage(Ver)' - - 40 0 e of busbar 3 Short circuit current(Ise) 10 1 Dimensions(L x W x H) -1640 x 1000 x 35mm - - • Module efficiency(%)-. , 18 6 _ 64 57 x 39 37 x,1'38 in `-j,, _Operating temperature'(°C) -40-+90 Static snow load 5400 Pa/113-psf Maximum system voltage(V) 1000(IEC),600(UL) Static wind load . ' 2400 Pa/50 psf -• Maximum series'fuse-rating 20 Weight ' 16 8±0 5 kg/36 96±1 1 Ib.. Power tolerance(%) :+ ' • ' 0-+3 Connector type MC4 corinector IP 67 •SIC(Standard Test Condition)Irradiance 1000 Wm',module temperature 25°C,AM 1 5 Junction box _IP 67 with 3 bypass diodes - - •The nameplate power output is measured and determined by LG Electronics at its role and absolute discretion Length of cables 2 x 1000 mm/2,x'39 37.M• `,-•-- i _ - - Glass High transmission tempered glass; Electrical Properties`(NOCT*) Frame Anodized aluminum 305 W Maximum power(Pmpp) 223 Certifications and Warranty MPP voltage(Vmpp) " 294 Certifications IEC 61215,IEC 61730-1/-2,UL 1703, MPP current(Impp), 7 59 ISO 9001,IEC 61701,IEC 62716 Open circuit voltage(Voc) 37 0 Module fire performance(UL1703) Type 2 Short circuit current(Isc) 8 14 Product warranty 10 years Efficiency reduction <2% (from 1000 W/m2 to 200 VV/m2) Output warranty of Pmax Linear warranty (measurement Tolerance±395) •NOCT(Nominal Operating CellTempereture)Irradiance 800 W/m',ambient temperature 20°C,wind speed 1 m/s '1)1 st year 98%,2)After 2nd year 0 7%p annual degradation,3)81 2%for 25 years Dimensions(mm/in) Temperature Coefficients 5Sa0(x veva) 1000/3937 PIOCT 45±2°C Dine hales(Or 4.0•75(7 vee) Oran hotels (Distance between mounting hole,) ,- rerun Pmpp 041%/°C Vac =0 29%/°C Ill IN t.N ` Isc 004%/°C1(12o) /8 ) (et il+ a-¢e.0(2v,ew) HounWgho4v(Boa) % Characteristic Curves . 10 1000W 1000/39.37 1 Y9- Cable length a 8' BOOZY 7- B 6' 600W ,^ 1,'' i 9 5 .. 400W 15 4 — . 3 2007/ 2'_ 1 _......_._...._ _ , 944/37 17 T 5 10 75 20 25 30 35 40 Voltage(V) 140 ..Ii0i111,11110111 1 x ,20 I 11001101111110110114131 ------100 H...-.-...' -------- 35/1 38 V. 10/0 40 10/0 a0 88 5 5/022 41 ` !0/0 003/0.31 Pmec , % 5 r a al 1----;( ra (-25- F1 R15/006 rs 48 Detail% Dealt Moll 20 ... .... .... ............ 20/110 22/087 ... ... . .. . -.-... Long side tame Short ode tome 0 40 .25 0 25 50 75 90 Temperoure PC) •The distance between the center of the mounting/grounding holes �. �� North America Solar Business Team Product specifications are subject to change without notice . ❑ F'}�w '-G Electronics USA Inc "LG Life's Good"is a registrated trademark of ISS Corp •r 13fe's Good 1000 Sylvan Ave.Englewood Cliffs,NJ 07632 All other trademarks are the property of their respective owners M I • DS-N-60-C-US-F-EN-31002 Innovation for a Better Life .[� Contact 19 solar@lge corn ••fi-Q w;vw lgsolarusa corn Copyright©2014 LG Electronics All nghts reserved 06/17/2014 • j Enphase®Microinverters Enphase® 250 ______ -, --1, ' -77T , =7 ......,. '" r,� ,, iii ' : — : ;i, r.::''''''',-14,—,' 'r, `;=>-'46;;:,' i Y t. ,f,} IA „-.,0 ir �' �(Y,�'.,U 1R' .y` i 1 . ~;tai ,;,,,,,--j. :',,,,,t4.4-1(1,4 „ ,,,-* , t , •t tkt� tr:itll�. JF-h �z` ,i �:� ,': a y.}'-,ate,,,, .�,.. h l'•i' .`!�c` 7 r 4,4- f�?:�? ',„1 F 'f`,,i-,.�'wr.. ,?,,t,}�ks� .k r i x.,', Ki4xf 1,-,, : 1. • qs ,k �'s#i}`;�t�,YF�,:<u,��=�::.a.r�a�.,ry��s';"r? ( i. '� 1x•r, ',a , - .-.--,, _ ;i, -r - - ii: '.nµ ," t ' ..-. =:. __ . ” .-- -_ -. eti;-.w+ 1"`,L�i.+tv-,...:yam,r..•..st."�-;7 .i-t '..i �.- ,"i, i 11;• .......,..�.,..,..�.»,,......a...........•, <..u....,.n......,..,..a.,....a.��.,..�.e..w-aw+}..n+,.n. :..n..:n:..` w..w........,.«....,,,..�.a,n...,.,..,.r.r•..r...,...-..., w+....«...,.......,.-+...,...,+.,.,.. ,., ............,w- .�^_..ltw The Enphase® M250 Microinverter delivers increased energy harvest and reduces design and installation complexity with its all-AC approach. With the M250, the DC circuit is isolated and insulated from ground, so no Ground Electrode Conductor (GEC) is required for the microinverter. This further simplifies installation, enhances safety, and saves on labor and materials costs. The Enphase M250 integrates seamlessly with the Engage® Cable, the Envoy® Communications GatewayTM, and Enlighten®, Enphase's monitoring and analysis software. PRODUCTIVE SIMPLE RELIABLE -Optimized for higher-power - No GEC needed for microinverter -4th-generation product modules - No DC design or string calculation - More than 1 million hours of testing - Maximizes energy production required - and millions of units shipped - Minimizes impact of shading, - Easy installation with Engage - Industry-leading warranty, up to 25 dust, and debris Cable years [e] enphase® (At® N E R G Y C - 'US Enphase°M250 Microinverter 1/DATA INPUT DATA (DC) M250-60-2LL-S22/523/S24 Recommended input power(STC) ;' :210 -310-W = • - t' Maximum input DC voltage 48 V Peak-power tracking voltage y. -� - - ?1.''= 2TV, 39 V • .; Operating range 16 V-48 V Min/Max start voltage :'t :-- .22 V, 48 V Max DC short circuit current 15 A OUTPUT DATA(AC) @208 VAC @240 VAC {{ Peak'output power 4 ' 250 W 250 W t';' 1 Rated (continuous)output power - _ 240 W 240 W Norninal output current :; _ j ia` �1:15'A(A-r`rris•at.norninal duration) 1:0 A(A rms at°nominal`duration),-,:-i Nominal voltage/range f, . '.= 208 V/183-229 V 240 V/211-264 V t , -t .._.�-r _ ,..ten_—_;"."—:'_°' __ _ _t •-_•.,• ., - r-r«--.....__ Nominal frequency/range,'.., ` •' 60:0/57-61 Hz `'f•• 60.0`/ Extended frequency range* 57-62.5 Hz 57-62.5 Hz 77-771 PowerfactoL s. :6fi r.(; ,,'t ;,; ,,'` >0.95 ; >095 T;'- Maximum'units per 20 A brarich circuit, 24•(three phase) ' - 16(single:phase) 'Maxiinum"output.fault;current; ,: ` , : -,850•mA rms'foe 6 cycles'' ~850:mA-rms'for,6cycles; EFFICIENCY , ,,, CEC;wei hted.efficienc =' _` °96:5% Peak inverter efficiency 1 96.5%'` • Static.MPPT efficiency:(weighted referenceEN50530), , ;99.4'%. Night time power consumption 65 mW Max' MECHANICAL DATA —•--_._..__..__.-"___m.___.._._, . ___ _ � _ _ _. Ambient teir eratu're'ran'e "' !' 'at` =40°C to_+65°C` 1 Y`'1+'i ' Operating temperature range(internal) -40°C to+85°C - Ty.{f<-. �,�.t� -�s��.;,ye.^;m'F: .-,3.i r". "','^: nG,.:.t. a,--'s.;F.r..:�4�._^::..._=:.--Se:—t-t^—....,.-.....-�„s.-n..;c t-";^«a:•:':... Dimen"siogs•(INxWxD} 171-mrri x;17,3 mni.xm 30� mk(withoutmounting'bracket}' • Weight 2.0 kg• y - . c•Coolings . Natura: nvection-Nofangs..'- • • Enclosure environmental rating Outdoor-NEMA 6 FEATURES • — Compatibility ti r;;< ;y ' 't' :I '.Compatible;with60;cell-PV modules, s,r5 ;"; i;;(` ii7• ;r: Communication Power line Integrated'gi,ound•`,Y= Sauk,:' ,..i{f ' ., r ;_ ,The DC'circuit meets,the)requirements,for;urigrounded�.PV arrays in f 1 i. 'Y ' 1 t: .. _ 'NEC'690.35.Equipment ground is provided-in.the Engage;Cable.•No additional.GEC-or:ground,isirequirred.Ground'fault protection(GFP.)is, t ,,4t;}.- • = =integrated-intothe;rnicroinverter" Monitoring Free lifetime monitoring via Enlighten software Compliance;wi;:?•r;,;;, ;1 -'f , ,;s ' UL1741/IEEE1547„`:FCC.'P art�-15,Class•B,CAN/CSA7.C22:2iNO 0-Mgi,,'-:,•.,; • ;' » aF- : :,i Y;' •:'w0r4-04_ ;and 107:1-01 •' • .,,., ',v.l,. '.1;�,.:5:.:::s`�:.r_._x _a..:_:...---.i........._..._'.L.o...:.,.....,.,. _._ >•1v:.�,..+<.,_t'i.::...,.... i...tL`_L,...._:,.t...'}:_ _._..�.0%. :' •Frequency ranges can be extended beyond nominal if required by the utility To learn more about Enphase Microinverter technology, J( Tenphase® visit enphase.com LE N ' E R G Y ©2014 Enphase Energy All rights reserved All trademarks or brands in this document are registered by their respective owner y'.-,-�M�M,--.h'3 ccs s IRONRIDGE Roof Mount System XR10 Rail XR100 Rail XR1000 Rall Internal Splices ---------,..k. ------------,..,;_: . _ 8 -:-.:-,. lr -tom, .s•`' _ _ 1}_ - - "'•%,-_„g,,•,[; ?,', A low-profile mounting rail The ultimate residential A heavyweight mounting All rads use internal splices -x-r.-�`-. ? j;', `_ ;, %'^'",•'";f' '= -`4 for regions with light snow, solar mounting rail rail for commercial projects. for seamless connections. _ _ ;-tt,:„-;,F,,,-4;;;',-;', �F- :•_ .; S spanning capability • 8'spanning capability • 12'spanning capability • Sell-tapping screws _ , Y..,,' ^' 'd" • Moderate load capability • Heavy load capability • Extreme bad capability • Varying versions for rails `••i`p 1 .4 r.+-7'.-:;..:'2.; . y• -,.•'--q j t' Clear anodized finish • Clear 8 black anod finish • Clear anodized finish • Grounding Straps offered � %l';.�'{ r-- .....,�s1_..t;�'.._._,..mm'es==..�. sit rs - r, .-t,t,f..,�,t•. - - - --. - ___'.-. - _ t FlashFoot Slotted L-Feot Standoffs Tilt Legs Anchor.(lash,and mount Drop-in design for rapid rail Raise flush or tilted Tilt assembly to desired with all-in-one attachments. attachment systems to various heights angle,up to 45 degrees. • Ships with all hardware • High-friction serrated lace • Works with vent flashing • Apaches directly to rail • IBC 8 IRC compliant • Heavy-duty profile shape • Ships pre-assembled • Ships with all hardware • Certified with XR Rails • Clear&black anod.finish • Lengths from 3"to 9" • Fixed and adjustable ,.t, ;v. -.r.i :l , :uric111("-.I ,.•,it,_ (;1.11111,&C;ouiiJu;y -- -------------- IronRidge builds the strongest roof mounting system In solar Every component has been tested to the limit and proven in extreme environments End Clamps Grounding Mid Clamps;-'s T-Bolt Grounding Lugs Accessories Our rigorous approach has led to unique structural features,such as curved rails and re.ntorced flashings,and is also why our products aie fully certified,code compliant and backed by a 20-year warranty ;; f [f ?- ( V --1''';.:-.A4' -' 11 .•4:'- f ..r., y - i;'t `I S, \ i t • Strength Tested "' �! ' 9 PE Certified r••. - . Ar, -, 1 F.j.`_ .. _...,a,.�.—•:...•sage 1--,,..� f� 4,t, if All components evaluated for superior t, ej`i Pre-stamped engineering letters Slide in clamps and secure Attach and ground 'modules Ground system using the Provide a finished and - -- ,!structural performance t ^ ; available in most states. modules at onds of rails. in the middle of the rail. rail's top slot. organized look for rails • Mill finish 8 black anod. • Parallel bonding T•bait • Easy top-slot mounting • Snap in Wire Clips r; Class A Fire Rating ���w^'i • Sizes from 1.22"to 2.3" • Reusable up to 10 times • Eliminates pre-drilling • Perfected End Caps Design Software -y .'-`I ')p r---`3 k Optional Under Clamps • Mill&black stainless • Swivels in any direction • UV-protected polymer " •I a Certified to maintain the lire resistance ,dc'=�3.j1 Online tool generates a complete bill of .:_" , rating of the existing roof 1-z--,-.11.;;.; materials In minutes - I-rm.. t,esuurces ------ ---------- - -- - _ _ - - - _ _ Design Assistant r NABCEP Co,titled Training Integrated Grounding [,ter`' 20 Year Warrantyi '.�" 1,,r.,,/ 1 u, Go from rough layout to fully Y r _, F Earn free continuing education credits. • -=f',; UL 2703 system ehmmales separate J: Twice the protection offered by d engineered system.For free + _;.'a white learning more about our systems. ._.- module grounding components ..: ;n- i competitors 1! o L<••vi' `.. " v ° „ _. _ _. _. .,,. ..._.:: :_. _=..L:... _._.._--.s1..._.... :s:.3=y— •--a /:4c '._.._'TI.sV`.- _t_t_ _ �L'_,or'f-T;:YM...zi':^.:iJ��_:7�y_.,..t.,v._--:.:2r.l%j_ ._1.•,.__'__'1 fltc eki AUTHORIZATION TO MARK Installation Overview r-,47,-;: Install Roof Attachments •Install appropnate roof flashing and/or standoff for roof type. i This authorizes the application of the Codification Mark(s)shown below to the,models described in Ole Product(s) •Attach L-Fent to flashing or standoff. Covered•,eotion when made In accordanco with the conditions sot forth in the,Cerkficabon Agreement and Listing -' -- ' Report This authorization also applies to muilipio lister:modol(s)identified on the corrclatlon page of the Listing Report , •y" Prepare Rail Connections This documnot is the property of lntadek resting Services and is not transferable The certification mark(s)may be ) n,.applied only al the location of!hn Party Aulhenznil To Apply Mark •Insert splice Into first rail,then secure with'Grounding Strap and - self•drilling screw. Applicant: IrorRnlgn,Inc Manufacturer: IronRidge,Inc •Slide second rail over splice,then secure with opposite end of , 1,195 Zephyr Ave 1435 Baechtei Road Address Hayward,CA 94546 Address. Grounding Strap and self-drilling screw - .� i r Willits,CA 95499 Country USA Country: USA 's Contact Vann Schwarz Contact. Jim Norsworthy Phone (Cool 227-9523 Phone. (800)227-952J Ei Mount&Ground Rails -- -- •" (77)_55. 33 •Attach rails to L-Feet and level rails. FAX: (707)159.101533 FAX. (707)159-1633 Entail yschwarrktnronndgn coin Small. /noraworthyaironnrlge corn •Install one Grounding Lug per row of modules Party Authorized To Apply Mark Same as Mamrtocturer /� Report Issuing Office: Lake Forest.CA I II',>• r r.\s... 1 h.«.fr.t •Connect GroundingLugto groundingconductor. - i -fix Control Number. 4007559 Authorized by. for Thomas J Patterson,Certification Manager en..CLASSIFIED oi Install Modules&Clamps al •Install first module using End Clamps and Grounding Mtd Clamps. us •Install additional modules using Grounding Mid Clamps. ,- Intertek •Finish row with a second pair of End Clamps L. _ Thr.document r.uporsndos a9 previous Authorizations to Mark for Iho noted Rupert Number _ -- ` :::;..'.v,,..•,»•„m.n...,�n...,,i�,,91.eP 1 e :.'a ".M".7..'.... ". Testing&Certification ,O'g0•C1n1ba.-"ri'�lcrrW CMrtq.vC.YrW.,an a co....msp,%lite•nuv,,roi ,yr.nl,L 41V..C C.t eaMir•ok'a�a ;-__ ___.__ _-_"�___ .«.._�.�____ .._ �.,a.x...,,,,,1..M'1,.,,�..-..,.,u,.. , i,>,..,,w Y.:N,.a.,..,irr .>„..c. Module Frame Compatibility ,.,:,.1,...,,,,µr.,,....0.0.,sA, .4.2.nn•.r.a,v..v....tA.,.'.YeiWs*..or9,.:n:-a.:.,,v,1,Ran-OCAdia,-ec rn• u,..-� "" ,.,t w. ..'� �'a•�� - Tho IronRidge Integrated Grounding _ _ Intertek Toon)Scree, System has been tested and certified to CIA Inc, r -� `-�- - &t5 Cap/Algonquin read,140Mton Hogti it.60905 I Dtmenslon Range { UL 2703 by Intertek Group plc. 1 T,,ptwno 630-315.1951 or 147-139-5607 Fax 312.243.1012 A _ ".i 31.Omm-51.Omm UL Subject 2703 Outline of Invesbgnhon for Rack Mounting Systems and Clamping Devices for Flat-Plate UL 2703 is a proposed UL standard " B____ -_-5.08mm(minimum) Standard(s)' Photovoltaic Modulos and Panels.Imo Number 1 October 4.2010 for evaluatingsolar module mounting ' Any module frames whose parameters aro not Lslod m the Product RR Rails with Integrn(ed Grounding and clamping devices.it ensures these ' I provided table have net been tested for compatibility. Brawl Nam] NrA - _ devices will maintain strong electrical and JJJ,,,--- Models 51-61GD-005,51-b1GO-0058.51-5000.001.and 51.65.001 mechanical connections over an extended period of time In extreme outdoor • i The Grounding Clamp has proven robust in grounding 60-cell and i environments. 72-coli solar modulo frames with box construction and a range of anodization Ihicknossos, I The testing process-closely mirrors that All solar modules listed to UL 1703 and with frame construction of UL 1703.the solar module testing within the parameters stated above are compa:bie with the standard.Including temperature and IronRidge Integrated Grounding System humidity cycling.electrical and mechanical load testing.and manufacturing quality reviews. . A I Cl lot Pupal 101521132LAX 002 Page I of 3 ATM Issued 10-f Inv-2014 ••yy .a,a�•e,w.i....„^n :fA - SS.i m.e.r `r':14E 'y'�"t.r.'x':�aT•or' .: �,+,x;.:..-+.v2.;�: • - '. ��1"',"):..,7:,':,--1/-1'.`", - ..,, ' r 14.1::;:a-,•zrt, .v_:s: .,,:.J�:,rt;t.. •72,19-,.m: -V.fil,-`4•-a-5.CIA .`.'__'_'.`'^'-=:�x:'J;• t"_"-. IRONRIDGE XR Rail Family r, , , . • , . r Starling Madison Lofquist, lac. • /4,••::,%•'...' 5224 South 39" Street,Phoenix,Arizona 35040 /4� ,"; ti tel:(602)438-2500 fax:(602)438-2505 www.smleng.com Over their lifetime,solar panels experience countless M..,!.tiy extreme weather events,Not lust the worst storms in years, x '."`ti"'' ;. but the worst storms in 40 years High winds capable of J ,. �. + " � "t tronRolge June IG,2014 I ripping panels from a roof,and snowfalls weighing 1r••��.•�+'� '� ¢. a*, —, + ,�-s II iy Zephyr Ave P.fgc I of I 1 enough to buckle a panel framek; �y , �+as,+��i�, p I layward,CA 94544 F.N, a c 4:v r XR Flails are the structural backbone preventing ,*,- -, a`, ` 4i'�J,a '\ these results Theyresist uplift,protect -tc'-•^:'^ '^:.''` p.(-`, is. '� '''.4.:;/-N1,,-., ', P •.�.,�+ - ,. s+- Ay Attn:Mr.D:fold P Tn• fn,Vice President Products against buckling and safely and efficiently ,.5... ..,,,3,..c.7,_4„-,,i,. "a' er`.-;;-r a i .'`,-` ^ate' : ��' :`i .i'+, 'vim^ ma y�ur,�);ny, transfer loads into the building structure. ;,:, :-:'``'. '4'4;.:''':--'1.4'. , -, , '''',r •y ` 1 ,4) ^ .,T,,} , '''4'rn_,;,, ri' )� Subject InntRidgc XR IQ Rail.Roof Flesh Mounting System-Structural Analysis Ther superior spanning capability �,--•_, ,-.t-'�,?.,��`-:,_�f requires fewer root attachments, F%'-`-'.'•+)a`'�""4Z `'' rt ``:l ^-' f, "f '.' reducing the number of root .-n?;" i»�'7 ',i:t",4"`ti;e,....g.�; ('•;:-'ii." ��a; q't'r Dear Sir. penetrations and the amount �t ,{? •, c ��•��r-^- zt«�+--"SIm of installation tune . ,,�.._ ,"•i:-.;,.1'� � 4,~7 -'`,T'} ^^�� -�:�t,��t �q+,,. ,� We have analyzed the lronRlJfc XR10 Roil for the subject solar module support,y+[cm and ':• 's : - ;;r'`: ', r+'r determined that,for the configurations and criteria described below,it is in compliance with the i' .'' �" �,;.Qvr Gr .' applicable sections of the following Reference Documents. '',''F ;.„"moi, a ^--'-' 3'' .. "<, r? Codes.ASCE/SEI 7-to ivt n.Design Loads for Buildings&Other Structures d -r,_, ; International Building Code 2012 Edition - sat. +,,y•-,-'7.�,,., California Building Code 2013 Edition �' .5 ti / ! Other AC428,Acceptance Criteria for Modular Funning Systems Used to Support PV 5 : -i r'-t'. • ,,} , d Modules dated Effective November 1,2012 by ICC-ES "-„k;ti: ;< `.sy ''' : \ Aluminum Design R(anual,2010 Ednfon `...`.:',',..,,,C-'4-r';•1.'? J^.,'kNA4 i. •_''T`Th Force-Stabilizing Curve Ilie Iru�Ri!Ige\R 10 trail is an c,truded aluminum cccunn ss uh an overall depth of I 75 m and a net -•-1-':#,.s.,':-,�". Sloped roof; n.rn' both io arca ol 363 sq in The rails are used to su i ou solar modules,tt iicalht on the roof of a building .-- -, `' :_ o eget c w ver m and imemisuppot l _ 1`` `:;; -..,:•-5.17;t.,- i;` lose on rnoen,n t mns,•h,rnCan cac cause Sec Exhibit A-.fttached the rails are drooped to aluminum angle brackets that are either attached "-----;- :1;:::,--,--'"-^r ' .. ,.;„,�0,-;',„; to bend and iausi Tho coned shape of OR Rada _, ,�-/ - =Y -.i;, +- directly to the roof framing or attached to a stand that i,screwed to the roof framing The rails,m� ' ;.:Y .,fTr'tt ,{z,a r spnonlly ticsgn:,d to mvo�w etro�am m both mounted across the slope a tilt a small cicarfnce(flush mooning)to the underlying roof stnrehnc ,%,+'situ • f,) 't”1 Our,cirons 5vh�lo resisting ilio twisting This urnryim p 'I.,,5'.,•,;,2=G;:...:-'1;-., !,C'.jy- f!";* -', ',w^t�' iCawro ensrrbs greater security Owing extreme The installed solar module. are at the saile s ) fe ( + t lei c,s the underlying root slntcuire i-,''1� �;,_ ,s C„- r ^`-,..,_4-'','.., bealhor and a longer system Mehra° <=<” s d'?t'r,`, q'7','"- l :Y w- All loads are tnn.fcired to the roof framing tlfrough the angle brackets by simple bi-ai.ial Ile ufc of -:%•``'+�,_ t' r. �'�)`�,+;4 the rails The ma�unutn,rm el'the rads is either the nttd-s an Occur:d sires+cc r the ori:;•;M\?: :: riF '- I governedby P o •dr, ;"."-, deflection rcquirernr•nt that the nil not conic into contau with the roof -tier=...2., The elfect of seismic loads(lir all design categories A-F)have been determined to be less than the effect clue to wind loads in all load conditions and combinations Therefore,the nta\imum allowable ____ spans for common load cases are shown in Tables 1 2&3 below for 0-6 degree slopes.Tables 4.5. Compatible with Flat 8 Pinched Roofs Corrosion-Resistant Materials 1 &6 below for 7-27 degree slopes.and Tables 7,8&9 below for 28-45 degree slopes. - c--,'_.'"XR Rolls air y"-"�' I e,n0 :odors f All XR Rntls nm'nadc of mnrUM grade =,-`:-,Nm(nuhale with `�''•, n rp'+b 0'.tib ICO nlurn�num alto,,IT, prosoicct wXio.an I `i;1=-44 d Fiasi Foot end I -''�, ophona to,not 1 anpch:nae Mall AnacOz�ng proennts s,rraace ' i l2ti t-�cr!er crooned soot 7 o- roof mounhng and smaurnt cwroswn cNlo also prcvidmg lt •:-.§.L.-...,--.:1 ncachn onis--W r-„-a''—aoatlW!logs-----I a mc.,alma:Ivo aappoaranco I r )--------- _-__ _ ..jStarling Madison Infquist,inc. Consulting Structural and Corcnide Engineer. .r;9•,,f•ir"�;-x e.x»�c,.....-,-•-...'.7, ,.a.p '2';,, .. *r,,..-f�z.r, . -„,�=:” ®:� •.^, :va`-s•;�xy�Y,-:�:. .'. "•LTM �- ., _ gS'*... i rig ..:,-..� ..T.a.3c:w.._,i"`,,,z`Aawxt "Y...:-...L .-- .::s . ��-- tat �. ,,W'�'j IronRidge .tune 16,2014 IronRidge June 16,2014 81r.David 1. 1 aggai t Page 5 of I I Mr David F.Taggart Page 6 of 11 Iron Rides X RIO 1611.Roof Flush Mounting System-Structural Analysis IronRiduc XR 10 Rail.Roof Flush Mounting System-Structur.ul Analysis Table 4-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 1 Table 5-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 2 Xn10 Wind Ground Snow Load XR10 Wind Ground Snow Load R„iI Speed Rail Speed Erposure mph 0 psf 10 20 30 40 50 60 70 80 90 10 20 30 40 50 60 70 80 90 psf psf p Exposure mph 0 psf psf psf psf psf psf psf pal psf pat p psf psf psf psf psi psf sl 100 75 65 55 49 43 39 35 33 31 29 10D 72 65 55 49 43 39 35 33 1 31 29 105 ( 75 65 55 49 43 39 35 33 31 29 105 69 65 55 49 43 39 35 33 31 29 110 75 65 55 49 43_ 39 35 33 31 29 110 SOH 49 ® 39 35 33 31 29 Category 120 75 65 55 49 43 39 35 33 31 29 Calogory 120 t c 49 39 35 33 31 29 (3 130 75 65. 55 49 43 39 35 33 31 29 B 130 NH 55 49 ® 39 ® 33 31 29 140 71 65 55 40 43 39 35 33 31 29 140 52 49 39 33 _31 I 29 150 66 65 55 49 43 39 35 33 31 29 150 49 49 49 H 43 39 35 33 31 I 29 160 62 62 54 48 43 39 35 33 31 29 160 46 46 46 43 39 35 33 31 I 29 170 59 59 53 47 .13 39 35 33 31 29 170 43 43 43 43 43 39 35 ® 31 29 100 75 65 55 49 43 39 35 33 31 29 100 81 61 55 49 43 39 35 31 29 105 75 6555 49 43 39 35 33 31 29 105 58 58 55 49 43 39 35 33 31 29 110 75 65 55 49 43 E 39 35 33 31 29 110 56 56 55 49 I 43 39 35 33 31 i 29 120 70 65 55 49 43 39 35 33 31 29 120 51 51 51 49 43 39 35 33 31 1 29 Cirlegory 130 65 64 54 48 43 39 35 33 31 29 Category 130 48 48 46 do 43 39 ® 33 ® 29 C 140 60 60 53 48 43 39 35 33 31 20 140 44 44 44 44 43 39 35 33 31 29 150 56 56 52 47 43 39 35 33 31 29 150 41 41 41 41 41 39 35 33 31 29 160 _53 53 51 46 42 39 35 33 31 20 160 39 39 39 39 1 39 39 35 f 33 31 29 170 50 50 50 45 41 38 35 33 31 20 170 36 36 36 36 I 36 36 35 I 33 31 29 100 75 65 55 I 49 43 39 35 33 31 20 100 56 56 55 49 ( 43 39 35 33 31 29 105 73 65 55 49 43 39 35 33 31 29 105 54 54 54 49 1 43 39 35 33 31 29 110 70 65 55 49 43 39 35 33 31 29 .110 ® 52 ® 49 43 39 35 33 31 120 6.1 64 54 48 43 39 35 33 31 29 �1- 44 M® Cah'gnry 130 60 60 53 47 43 39 35 33 31 29 9 ry 12030 3 39 35 33 D _ Coto 0 130 44 m 44 4 39 ® 33 140 55 55' 52 46 ! 42 39 35 33 31 29 D 140 41 Egg 41 41 41 39 ® 33 ® 29 150 52 52 50 46 42 39 35 33 31 29 150 38 38 38_ 38 38 38 ® 33 El 20 _100 49 19 49 45 41 38 35 33 31 29 160 36 36 36 36 36 36 35 33 29 170 46 46 46 44 40 37 35 33 31 29 170 33 33 33 33 33 33 33 33 31 29 Nano-.-see p me H 1 Notes-we p'Ii;c 11 Si telt ng Si:di.,.,,I,drtuta,Int. Cow:wiling Siruuontl Intl Foreneit Cngaictra Starling Madison Lofqul+6 toe. Conatliing Struenir 4•end Potensie Itligtnt ets _t.. IronRidge June 16,201 J IronRtdge i`,Ir I),isnll lacgan Page 7 of 11 I Mac ii11I Mr David I. I aggait Page 1 of 11 honladge XRI0 Rad,Roof Flush Mounting System-Structural r\n,d).is lionRulge XR10 Rail.Runt Flush totalling'system-Stnicut:al•\nalysis g' Nub,6-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 3 Notes- Iabula ed value,,sic hascd on the itllossme a item xnt0 Wind Rao 5 veeed Ground Snow Load I. Building meimeanIonf height-,i 11 IJ Exposure mph 0 Ist 10 20 30 40 50 60 70 80 90 2. Risk Category I psf psi psf pat psf psi psi psi psi 3. Solar module Inng dintcn+ion 67.5 m 100 59 I 59 55 49 43 30 35 33 31 29 •. I'luvulc 2 in cleat helween Iunl and rail 105 - 56 56 55 49 43 39 35 33 31 29 5. End scuitilever span(max)=0 40 s imeonn m span from above tables 110 54 �® 49 43 39 35 4 33 31 29 6. No rail splices in end spans 120 49 49 49 43 39 35 33 31 29 7 No all splices in middle 113 iir interim spans CatoOgory _ 130 46 m� 46 43 39 35 33 31 29 R. Single simple span(%) Spans listed in Ilse tables shove may be ntultiphed be 108 fol 140_ 12 42 42 I 42 39 35 33 31 29 continuous mils 01'3 of more spans. _150 40 40 40 40_ 40 _39 35 33 31 29 160 37 37 37 37 37 37 35 33 31 29 170 35 35 35 35 35 35 35 33 31 29 Our analysis assumes that the lath.including the connections and associated hat(Kean:.cue installed 100 50 50 50 49 43 39 35 33 31 29 in a ssorkmcnliIce manner in add at dince wilh the"IronRidge Roof Mount Installation Manual'by 105_ 48 48 4E 48 43 39 35 33 31 29 IronRidge end generally accepted standards ofconstruction practice.Additional iniilunation is 110 45 45 45 45 43 39_ 35 33 31 29 available at the IronRidge web:ate.JmnRidgc.cmn, Verification of I'V Module capacity In suppoi I '120 12 42 42 42_® 30 35_ 33 31 29 the)clads associated with the given array shall be the responsibility of the Contractor or Owns:and Culegory _130 39 39 39 _ 39 39 35 33 31 29 C 140 36 36 36 36 36 35 ( 33 31 29 not IronRidge or Starling Madison liilipiisl. 150 33 I 33 33 33 33 33 33 33 31 29 160 31 31 31 31 31 1 31 I 31 31 31 29 'TYte adequacy of lite supporting roof finnan g is to be determined by others 170 29 29 29 . 29 29 i 29 1 29 29 29 29 1 b 100 46 46 46 46 ® 35 33 31 29 105 _44 44 44 44 I 43 35 33 31 29 i 10 a2 42 42 42 ` 42 39 35 31 31 29 Please feel Irce to contact me at your convenience it you have any questions 120 38 ] 38 38 38 38 38 35 33 31 29 "---7 Category 130 35 35 35 35 35 35 35 33 31 29 n ReSpectlully yours, 140 33 33 33 I 33 33_ 33 33 33 31 29 ,,.- ,r,( � - 15D 31 # 31 31 31 31 31 31 31 31 29 .,�j� ys tI,. J'Zi> r - 160 29 I 29 29 29 29 I 9 29 29 29 29 4 44'4S,'• ��' 170 27 27 I 27 I 27 27 I 27 27 27 27 27 r�' et� TY ries\Vernet,P.I: I, r ): �y t3 xa�e,-,,,pip:11 Design Division Manager `y„ tea f u �'`to.007951c/ +Dply31q>.' LKP 2/1 raid ,,i.ii hal;?.ladisun I-rdrpii.i,Ing G,n.,dnnr;Smiuund and Poren.ir.Iia^ • 6act ri. Starling Aladtson Cofquts4 Inc Cnmoltme Snuetural and Forensic Iinginsco, -7- -II- SCOPE OF WORK DESIGN &DRAFTING BY: JAMIE MINNICK s , , P\ ` NABCEP CERTIFIED TO INSTALL A 8.540 KW SOLAR PHOTOVOLTAIC (PV) SYSTEM AT THE ti - 051112-129 FISHER RESIDENCE, LOCATED AT 65 DEERFOOT PATH, CUTCHOGUE, NY 11935. , THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. f \' ''' l ` REVISIONS THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. \, DESCRIPTION DATE REV SYSTEM RATING / C ORIGINAL 09-02-2015 It ' N N. filt 8.540 kW DC STC "<6.244 kW DC PTC i ` ���� pF _NEW yo �..' ti ✓ y�EQUIPMENT SUMMARY �P sc� 4_28 LG280S1C-B3 PV MODULES \` ` f •�28 ENPHASE M250-60-2LL MICRO INVERTERSyNRIDGE XRS1000 MOUNTING SYSTEM / �'�o 'i �-i, y A ■ CONTRACTOR IRO +,t 4.„24.tr T �. rfrV M,A1 x '‘' isl*It W SHEET INDEX 1�2 '?` �u� ` 4 110 .4, �1 , 41111i PV-1 COVE PV-2 SITE PLAN pR®FEss10— � ..qur i� �- v SOLAR UNIVERSE PV-3 ROOF PV LAYOUT r� �� 7470 SOUND AVE PV-4 STRUCTURAL/ DETAILS&SECTIONS MATTITUCK, NY 11952 GOVERNING CODES [ 11 Itil k'it* LICENSE # 43889 H t A I 2011 NATIONAL ELECTRICAL CODE PROJECT NAME 2010 RESIDENTIAL BUILDING CODE OF NEW YORK STATE PROJECT LOCATION UNDERWRITERS LABORATORIES (UL) STANDARDSI OSHA 29 CFR 1910.269 M GENERAL NOTES /Ak. #'' 4 = i ?^ r� f � _F sem'- �� iy: R a� xI, �Wc� t 'R I`+ �, g� '' Y +A "' _ ,'' - E - f �� ., r iv ,e x e x 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS , 4411,4 t�` `c -'*- x AT THE SITE PRIOR TO STARTING TO WORK AND SHALL `- 41t --..4.-R: . .,,!, r 's .+wl ii r• ;,,f .) r #,k .4 - I 4}" sir"' ,,• ® O Z FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS .!R + :r 0.4.,,,_. °' i s 3 4 III t'"" 54,:.' - ^ µ' AND MAKE WORK AGREE THE SAME. y + kb.rli. '" # e. IJJ ® LIJ 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED 1Y • 74044,t` ,• , *' {' ,, ` at+ ''' "„ 190 D 4i4.'",0_It ,s„ 4• , A d 1 ,, 1, a APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. „, r� "- + 'h b # INSPECTION APPROVALS, ETC., FOR WORK PERFORMED y � µ ,' CONTRACTOR'S LIABILITY WORKMAN'S COMPENSATION h `4'- w, i FROM AGENCIES HAVING JURISDICTION THEREOF, IF COMPLETED OPERATION, ETC. ADEQUATE FOR THE I _' �--- n,. ° i� r '' ht4010 ••� • WILL W REQUIRED. , 4" .. ,i.' w o''r 1 1 �'1 _1 1 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE PURPOSES OF THIS PROJECT AND FURNISH PROOF OF 1 , ., t + d '' .' " ° r , r SAME PRIOR TO COMMENCING WITH WORK. '' `° 4 ,' ' ' "�'� :;'' ry I . H AND ALL RULES AND REGULATIONS OF THE RESPONSIBLE 11 EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR •^11, _ 0" i- -� -.„- ',-t' N x } t'.gy=_ , 'AI - 1n I'® JURISDICTION. MAINTAINING SAFETY ON THE JOB SITE DURING THE -'_ s _ fi , *•t r.+� w�^ U' 4. IF IN THE COURSE OF CONSTRUCTION A CONDITIONS ' , � EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS x'; � '� �, r ” _ `� !�' U AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND 4,,,. ',',4'.."'r' '9 _- - ? " .1 THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND I , . 3 tt d • ' HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE „„, *,. • . " " r'. ' 1 g4 NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW THIS 1 „ �t `. � +' , � I • ;' PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER "Prt4" , 1, s°,' h'a _ ��- ; „ � BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR i r e, F M # ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM ro 7--., .r 1' +�F; a, k-,; p, r ,,x. r.r iF F* SHEET NAME ALL TEMPORARY SCAFFOLDING, STAIRS, ETC.. AS WELL AS e.- T`` rs� # "�I' 5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE PERMANENT CONSTRUCTION. ,, I,s# .., ",�,.,, ' „ _ � 1 �'' 1 ± 4-...-- .," _ .: r.1 `°,o tt- FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 i fi 1' _ s�' v► * :, C SPECIFICATIONS. 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE ��i a* w �, t - v` , `�" tii,, , COVER 6. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY ter,' r h `: ' � . , ° t:f X , '; t _� i. R c4 . r ,..w `t '1 EXISTING CONDITIONS. EACH CONTRACTOR SHALL VERIFY N , y ' UNDERWRITERS APPROVED AND IN ACCORDANCE WITH +'u '• EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS AND r t+`, , .b.00.11. '`4 ib. *�+� N.E.C. & NYS CODES & REGULATIONS COMMENCING WITH WORK. 11 ' = ,1 1 r ow '" +'' 1 1 = - 4 •..0 ,'.- . 4. ,, i,-:-'. >i, v. r DRAWING SCALE 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS "+ C x'" , ' :'` � $ ` ' _ WRITTEN CONSENT OF THE ENGINEER WILL NEGATE THE WORK FROM THE SITE AND DISPOSE OF IN A LEGAL ; ,'� ; � � :'`�""' �' '�. +'"it,*4.� --�, � '� � ,"r � � ;"�`� ` ENGINEER'S CERTIFICATION OF THESE PLANS. t - . )r r►'' 4,"' MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS + ', �' _ = N.-LS. 8.THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE WARRANT. �� ;� * P " V. ,- -, ! , .,- , '.. ri 4 , t, AND SHALL REMAIN THE PROPERTY OF THE ENGINEER 14. AT THE COMPLETION OF WORK, THE SITE TO BE _,„_,,,L.-1.1 ,h/.i ".- ;nl �.' ',`r s�' "` "1t'':' +ireo" WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE a EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE SHEET NUMBER OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER AERIAL VIEW 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL PRIOR TO RELEASE OF FINAL PAYMENT. PV-1 EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS RESULT OF HIS WORK. DESIGN&DRAFTING BY: JE MINNICK CONSTRUCTION NOTES NAB EIPCERTIFIED 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE 051112-129 MANUFACTURER'S INSTALLATION INSTRUCTIONS. LEGEND 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RAT NG. REVISIONS �O.ExisrlNG urlLm METER 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. DESCRIPTION DATE REV :..]MAIN SERVICE PANEL ORIGINAL 09-02-2015 :O,NEW PV SUB-PANELS L.� A/C DISCONNECT COMBINER INVERTERS e) GND ELECTRODE EU PV MODULE RACKING RAIL 0 ATTACHMENT POINT ---RAFTERS 4—ROOF PITCH ANGLE CONTRACTOR ESUNRUN METER EVENT / 8'-6" / 11'-73„ / OPLUMBING VENT 4 ®SKY LIGHT ®CHIMNEY ®COOOD CMPOSONDITIOITE SHINGLESN SOLAR UNIVERSE G POTENTIAL SHADING ISSUES 7470 SOUND AVE TRIM/REMOVE AS NECESSARY MATTITUCK, NY 11952 LICENSE # 43889 H / / 2,-O II 2 21`-74-1,, „ PROJECT NAME _ \ 22'-11 i..n Ns-- 2,v- \2„ W FDE- 01 rn UH2 Z ® F- Z 16,_2,. O wow CC 0 Wim ® = 0U DRIVEWAY LLkoD / 34'-2" / 0 SHEET NAME 11/ °F NEW y.o CD N SITE PLAN IT y. ► dY/r Zo " o � I �� o _ �{ i4 4,2 o CONSTRUCTION SUMMARY 0 Witt] Dco co �it °0 DRAWING SCALE * (28) LG280S1C-B3 PV MODULES, 8.540 kW DC STC 1'; / 1 `'1 N ' N (28) ENPHASE M250-60-2LL MICRO INVERTERS +- =• .5 (68) ATTACHMENT POINTS © 64" OC MAX. 0A , N.T S. (270) Lf IRONRIDGE XRS1000 MOUNTING SYSTEM °60935i‘ ��� ROOF TYPE = ASPHALT SHINGLE A ROOF/ARRAY #1- PITCH: 43°, AZIMUTH: 261° ROPESSION� ROOF/ARRAY #2- PITCH: 28°, AZIMUTH: 168° SHEET NUMBER ROOF/ARRAY #3- PITCH: 60°, AZIMUTH: 164° PV-2 ROOF STRUCTURE = 2X6 DOUGLAS FIR RAFTERS ©16 OC DESIGN&DRAFTING BY: JAMIE MINNICK • NABCEP CERTIFIED 051112-129 • �� OF NEW ,_ Q REVISIONS �'C :, SC/44,0 ÷ DESCRIPTION DATE REV y ORIGINAL 09-02-2015 1 trtaY '/ A.' 4ri, �40 060935-N / pROFESSIONP1/4\- LEGEND CONTRACTOR O EXISTING UTILITY METER L MAIN SERVICE PANEL r°NEW PVDISCOSUBNN-1PANELS A/C ECT COMBINER INVERTERS ARRAY #2 ARRAY #3 e GND ELECTRODE 8 MODULES 9 MODULES 28°PITCH / 60°PITCH PV MODULE - \ 168°AZIMUTH 164°AZIMUTH SOLAR UNIVERSE RACKING RAIL - 7470 SOUND AVE NOTE: 1 -j°--- - °– 1 -0 - Atli \ MATTITUCK, NY 11952 0 ATTACHMENT POINT - - ___�� 6'SPACING BETWEEN PV MODULES TYP. — - O __ LICENSE # 43889 H 41—ROOF PITCH ANGLE DIMENSIONS ARE FROM EDGE OF PV MODULES — — ��� -{- — -- - - — I' — TO EDGE OF ROOF SHINGLES TYP. ElSUNRUN METER - - --- - -� -- - -- - -; - PROJECT NAME ®VENT - _ PLUMBING VENT - - -I-'O-D- - ��O -f CI 'rI Ln - -0 -0 -tr--'u'- ®SKY LIGHT z,�-7" - - - -- _, _� __ -- -' 1111111 - ,6'-24" w 1 Inal CHIMNEY U Q COMPOSITE SHINGLES - _ -II I - POODCOLSHADI ��l �������/��l �� - _--I- POTENTIAL SHADING ISSUES 18"FIRE SETBACK" @RIDGE/ 5 u- u= Aid— Lu e— TRIM/REMOVE AS NECESSARY l /� ■111�1 I I O 0 O 0 -I ! II I - •m■111� 0 I— Z ° ' I I , I I mss...- -- -- - - -- � I—I-- - :0191- O - — - - - -- �- o e it• IAII[II - w O �i I • •• jl I _ 9- O 0 O -- - moW p ARRAY #1 L:L ° _ __ _ = WQ- -i11 MODULES "43°PITCH 162 1 — —261°AZIMUTHo■ni;_l j - to D Lm ■_ I— I_ 0 al! a , q 3 1 M i II r - 6'-7" - // 7-1 4" I I 0 0 • 1 0 iJti SHEET NAME 1 I I I ,3'-2Z"- - - - -- / ROOF DETAIL cv CONSTRUCTION SUMMARY rn o (28) LG280S1C-B3 PV MODULES, 8.540 kW DC STC (28) ENPHASE M250-60-2LL MICRO INVERTERS 2 _ -....„„ii Iii..) DRAWING SCALE (68) ATTACHMENT POINTS @ 64" OC MAX. (270) Lf IRONRIDGE XRS1000 MOUNTING SYSTEM N.T.S. ROOF TYPE = ASPHALT SHINGLE ° ° . roo '1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE ROOF/ARRAY #1- PITCH: 43°, AZIMUTH: 261° N N N MANUFACTURER'S INSTALLATION INSTRUCTIONS. ROOF/ARRAY #2- PITCH: 28°, AZIMUTH: 168° 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. SHEET NUMBER ROOF/ARII TSV �ION, t T81: 164° 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. ROOF ST' = .. •• - ' RAFTERS @16 OC PV-3 LOAD'CALCULATIONS ARRAY #1 ARRAY #2 ARRAY #3 DESIGN &DRAFTING BY: - JAMIE MINNICK Module Weight 36.96 Lbs 36.96 Lbs 36.96 Lbs_ � OF NEW yp NABCEP CERTIFIED # of Modules 11 8 9 gyp' SCI �'� 051112-129 Total Module Weight 406.56 Lbs 295.7 Lbs 332.6 Lbs 5 1 , _Total Length of Rail 78 Ft 88 Ft 100 Ftv1.1''' ' Rail Weight per Foot 0.9 Lbs 0.9 Lbs 0.9 Lbs ' 4' ; REVISIONS Total Rail Weight 70.2 Lbs 79.2 Lbs 90 Lbs (±hPl ''fjmi, DESCRIPTION DATE REV loyal� ORIGINAL 09-02-2015 # of Standoffs z2 20 24 r , �� .,,.,;,� (E) ASSY 2x6 RAFTERS Weight per standoff 2 Lbs 2 Lbs 2 Lbs ,..r Total Standoff Weight 44 Lbs 40 Lbs 48 Lbs ti‘ � 2� DOUG FIR @ 16" O.C. ...„..... ..7 Total Array Weight 520.76 Lbs 423.7 Lbs 470.6 Lbs S Point Load 25 Lbs 21.2 Lbs 20 Lbs I Fp A 0609351 ���� Total Array Area 198 Sq Ft 142.4 Sq Ft 160.2 Sq Ft ROFESSIONP` Array Dead Load 2.6Lbs/Sq Ft 2.9Lbs/Sq Ft 2.9Lbs/Sq Ft As per ASCE 7 - Method 1: 0 (fig 6-2) # I (table 6-1) 1 P net =0 Kzt I Pnet30 (eq 6-2) Kzt (sec 6.5.7) 1 Pnet30 (table 6-3) # - CLIMACTIC AND Ground Wind Speed Live load, Point Max fastener ARRAY #1- 43°, #2- 28°, #3- 60° CONTRACTOR GEOGRAPHIC DESIGN Category Snow Load 3 sec gust pnet30 per pullout load Fastener Type spacing along - CRITERIA Pg mph ASCE7, psf lb. rails, in. •.� ) \A # 20 120 # 468 5/16" x 6" Stainless Steel B # TYP. TYP. # TYP. Lag Bolts Roof Section # 72" # / SOLAR UNIVERSE - # 7470 SOUND AVE (E) ASSY 2x6 JOIST DOUG FIR @ 16" O.C. MATTITUCK, NY 11952 - I -- LICENSE # 43889 H TABLE RR301.2(1) ' CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA; N_ (E) EXTERIOR WALL PROJECT NAME —4-- WIND SUBJECT TO DAMAGE FROM _ Ln _ GROUND' SPEEDd FROST UJ I M SNOW 3 SEC SEISMIC LINE ICE SHIELD - LOAD GUST DESIGN DEPTHb TERMITE` UNDERLAYMENT FLOOD ROOF FRAMING DETAIL I1 I Q- (PSF) (MPH) CATEGORYB WEATHERIN Ga (FT-IN) REQUIREDg HAZARD 1 20 110 C SEVERE 3'-0" MODERATE YES NO SCALE: 1/2" = 1'-0" 0 H Z TO HEAVY CO For SI:1 pound per square foot=0.0479 kN/m2,1 mile per hour=1.609 km/h a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural CC 0 requirements of this code.The weathering column shall be filled in with the weathering index (i e,"negligible," meiCLI.I0 "moderate"or"severe")for concrete as determined from the Weathering Probability Map[Figure R301.2(3)].The . Iii grade of masonry units shall be determined from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 216 or C 652. J 0 0 MODULE MOUNTING CLIP CO b. The frost line depth may require deeper footings than indicated in Figure R403.1(1).The jurisdiction shall fill in the SOLAR MODULE I. Lf� (— frost line depth column with the minimum depth of footing below finish grade. ""-r. 11— D STAINLESS STEEL 3/8" BOLT AND NUT �_- c. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has , irsik,A been history of local subterranean termite damage. ' i'- UNIRAC ALUMINUM RAIL ALUMINUM"L"BRACKET �£i ALUMINUM FLASHING d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure SHEET NAME R301.2(4)].Wind exposure category shall be determined on a site-specific basis in accordance with Section ALUMINUM PV R301.2.1.4. 1�r/' �� QUICKMOUNT STRUCTURAL e. The jurisdiction shall fill in this part of the table with the Seismic Design Category determined from Section .-------- R301.2.2.1. ASPHALT SHINGLE ROOF 2 X 6 RAFTER 5/16"x 6"STAINLESS f. Thejurisdiction shall fill in thispart of the table with(a)the date of thejurisdiction's entryinto the National Flood STEEL LAG BOLT WITH 2 1/2"MIN THREAD Insurance Program(date of adoption of the first code or ordinance for management of flood hazard areas),(b)the PENETRATION SEALED DRAWING SCALE date(s)of the currently effective FIRM and FBFM,or other flood hazard map adopted by the community,as may be WITH GEOCEL 4500 amended. AS NOTED g. In accordance with Sections R905 2.7.1,R905.4.3.1,R905 5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history of local damage from the effects of ice damming,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." SHEET NUMBER i. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(5)for PV-4 sites at elevations up to 1000 feet.Sites at elevations above 1000 feet shall have their ground snow load increased MOUNTING DETAIL 2 from the mapped value by 2 psf for every 100 feet above 1000 feet. SCALE: 1 1/2" = 1'-0"